modular building units and their construction and transportation methods.

专利摘要:
modular building units and methods of construction and transport thereof a set of connectors, with an upper connector coupled to a lower connector and a sandwich plate sandwiched between the upper and lower connectors. additionally, a liftable connector assembly, a lifting frame assembly, a coupling system for modular structure units, a method for assembling a modular unit using the connector set, and a modular structure unit and building having the connector set.
公开号:BR112015020099A2
申请号:R112015020099
申请日:2014-02-18
公开日:2020-02-27
发明作者:Churchill Erik；Cerone John；Gulliford John；Mallie Jonathan；Bowron Julian
申请人:Vectorbloc Corp；
IPC主号:

专利说明:

REMISSIVE REFERENCE TO RELATED DEPOSIT REQUESTS [0001] This request claims Deneffcio and the priority of Interim Orders U, S, 6.1 / 768,328 filed on February 22, 2013, 61 / 837,451 filed on June 20, 2013 and 61 / 935,992 filed on February 5, 2014, under the title MODULAR BUILDING UNITS, AND METHODS OF CONSTRUCTING AND TRANSPORTING SAME. The content of the above patent applications is expressly incorporated into this document, by way of reference, in its detailed description.
FIELD OF THE INVENTION [0002] The invention relates to a connector assembly, a lifting connector assembly using the connector assembly, a lifting structure assembly, a coupling system for modular structure units, a template to form a modular structure unit having the connector assembly, a method for coupling the modular structure units having the connector assembly, an assembly method. of a modular unit having the connector set and a building having the connector set.
HISTORY [0Ô03] It is widely known that the prefabrication of modular construction units built from standardized components in a controlled factory environment is desirable, due to the reduced costs and the awento of quality, which can be obtained in comparison with the carrying out a similar work or an outdoor construction site.
[00041 Thus, prefabricated modular building units having a floor, walls and an upper structure, and which contain all systems and furniture pre-installed within them are preferred and well known in the art. Building assembly systems composed of means and methods - for joining two or more modular building units to form a larger structure, are also well known in the art.
[00'05'1 Engaging devices are well known in the art, an opening specially prepared in the upper or lateral surface of the structure, in order to provide a releasable connection in order to raise and move the modular construction units.
[0006] A limitation for the construction of narrow or tall buildings, using modules built in a factory, is the inability of economically constructed modules to resist and transmit great moments resulting from wind and seismic forces and the large compression loads resulting from effect of gravity on the building and the occupants. In addition, all these types of forces are exaggerated by the narrowing on one or both axes of the building. These effects are greater on the lower floors and increase in proportion to the increase in height and narrowing, so that the forces are also greater on the lower floors. It is a characteristic of many modular construction systems that the punctual nature of the connections between adjacent modules and the lack of diagonal bracing beyond what is necessary for transport integrity limits the effectiveness of force transmission through a larger set of conventional types. modules.
[00071 The state of the art for the construction of tall or narrow buildings using modules as established in the technique cited in this document is to maintain economies of scale in production by fully reinforcing all the modules of which the building is composed, so that all contribute to resisting the forces in a distributed form like a stack of sea freight containers; or employ large columns that are located inside or outside the walls of all modules, creating an alternative loading path; oU build an adjacent or interconnected reinforcement structure that bypasses the modules and transmits the large loads to the ground through the secondary structure ia; or make use of a tension rod or cable that passes vertically through the building to anchor the modules in another uplift and lateral movement. All of the 'approaches mentioned above may have limitations on the attainable resistance to forces and the transmission of forces, or require the construction of an additional structure, which in turn can limit the achievable height or increase the amount of material used, therefore increasing the cost.
[0008] 'In addition, construction methods that employ large columns, particularly when grouped in corners or where they occur in intermediate locations within the walls, result in larger spaces between the modules, and / or walls of increased thickness which reduces the floor area of the resulting building and / or projections that limit the free use of empty spaces and walls, for the purposes of installing accessories, such as cabinets and showers, and / or true imposes other limitations on the use of space by the inhabitants, thus decreasing the value of the resulting building. · [0009] Additionally, the modular construction methods of buildings that employ secondary structures add more time to assemble the building, increasing the cost and duration of construction and reducing the. useful area, thus decreasing the value of the resulting building.
[0010] The creation of a multiplicity of different types of modules having, each one, unique details related to the forces acting on the module inside a building is undesirable, since the increase in variation increases the number of unique coiaponent.es , which need to be measured, cut and inventoried until they are used. In addition, the necessary configurations of the manufacturing tools to accurately locate these parts relative to each other for assembly are subject to errors and, therefore, normally performed by specialists, so that any increase in the number of configurations increases, both the time of installation. production as the cost.
[0011. Since the members comprising a mesh structure must have an almost identical length, creating the numerous elements required to accurately assemble the modules by welding or by other means, the subsequent location and connection of the subsets of which a module is made, the frame and hoisting of the finished modules and the fixing of the modules to form structurally solid groupings that provide redundant and suitable paths for the load, as currently practiced, requires a series of cutting and precision assembly operations that increase the cost.
[0012] It is well known in the art that a modular structure or construction structure, connected in such a way as to withstand the moment, reduces the need for diagonal reinforcement elements that would otherwise obstruct the view of the occupants and hinder the installation and maintenance of the building infrastructure services, meanwhile, connections resistant to the moment, which require expansive union plates as a means of connection, require free access to one or more faces of the module, thus increasing a. amount of inclusion and finishing work that must be done on site.
[0013] Some modalities of a modular construction that better adapt to the conditions of the place, the needs of the occupants and the aesthetic tastes of the architect or of the owner ask to be composed of shapes and modules having non-orthogonal shapes, including conical, curved, polygonal etc. ., however, existing systems for the construction of structural modules suitable for the construction of tall buildings are, by nature, unsuitable for non-orthographic shapes.
[0014] Variable forms of modules and the variable location of walls, accessories and other components cause the center of gravity of the modules used to construct a building or to provide a single floor of such a building to vary. To facilitate placement, reducing the gaps to a minimum, it is desirable to have the side walls of the modules oriented, as perpendicularly as possible, during the lifting. It has been the case that prolonged delays and repeated attempts at elevation are required to make adjustments to the equipment in order to achieve this desirable condition. The time required to make the required changes, in turn, increases the total duration of the lifting operation, thereby increasing costs, both labor and equipment, such as cranes, and also delaying the completion of construction, [0015:] Q requirement to place and interconnect modules that are not exact increases the amount of space required between modules, which increases the difficulty of protecting the structure against fire and the difficulty of interconnecting the members in order to obtain the greatest possible resistance, and also makes It is more difficult to integrate the modules in structural groups and it wastes space and provides space for the circulation of sound, smoke and insects.
[0016] The dimensions of a module and the arrangement of the members within it define the position and size of the external wall coverings, mechanical services, adjacent modules and support structures below the building and as such there is an interdependent relationship among all the elements of which w modular construction is composed.
[0017]. The present invention can assist in addressing the need for a compact, accurate, load-bearing system, with moment-resistant connections, versatile and complete with interrelated components for the orientation and assembly of modular structures, which can facilitate fast and reliable handling and elevation of the completed modules and can provide the connection of the modules to each other and to other necessary building components, without the need for excessive unfinished areas, in order to take full advantage of the structural properties of the modules and which defines and reduces the number of parts, provides elements without the need to manufacture complex connections in the junction areas, the excessive precision in cutting the required materials, the execution of difficult welds in difficult positions and a multitude of precision configurations.
[0018] Specifically, the present invention consists of a system of components for the manufacture and assembly of building modules and for interconnecting the modules to form constructions composed of these modules, together with a method for defining the number, selection and articulation of these components to be used in creating a module suitable for one. specific configuration.
[0019] The present invention can also help in addressing the need for a component system or working methods that allow a manufacturer a / 5 5 economical and safe construction of buildings with a wide range of types, from single family homes to towers with more than 20 floors of a plurality of shapes, including, but not limited to, orthogonal, conical, radiant and curved.
WÁCS Ti TF3KTSXA € 2:
JS ^ íkX.3ãs ¥. * & X * PA «SSS & WíIMSaaXδ
[00201 Reference will now be made, by way of example, to the attached drawings showing exemplary modalities of this application, and in which:
[0021] Figure 1 is an exploded isometric view of a typical corner connection block;
[0022] Figure 1.1 is a perspective view of a lower corner block;
[0023] Figure .1.2 is a side view of a lower corner block showing the conical perforation of .a toÁ »’. -1 · .3v 20 • hxiy-tS-L. · f [00241 Figure 1.3 is a perspective view of an upper corner block;
[0025] Figure 2 is a view in. perspective of a reinforcement plate;
[0026] Figure 2.1 is a perspective view of a reinforcement plate joining four columns;
[0027] Figure 2.2 is a perspective view ® of a reinforcement plate joining 2 columns;
[0028] Figure 3 is one. partial exploded perspective view of a module corner;
[0029] Figure 3.1 is a partial perspective view of the connection between two adjacent sets of modules;
[0030] Figure 3.3 is a vertical section through the arms, reinforcement plate and HSS (Hollow Structural Section) in a connection;
[00311 Figure 3.4 is an isometric view of the connection between two modules in one. single set
[0032] Figure 3.5 is one. partial frontal view of the connection between two sets of adjacent modules;
[0033] Figure 3.6 is a partial side view of the connection between two modules in a single set;
[0034 ·] Figure 4 illustrates the torsional resistance of the corner connection between two sets of adjacent modules;
[0035] Figure 5 is an exploded isometric view of a module;
[0036] Figure 5.1 is a partial isometric view of the interior of a module corner showing the vertical and diagonal reinforcements;
[0037] Figure 5.2 is a group of 3 top section views showing alternative progressive modalities of a reinforced column;
[0038] Figure 5.3 is a group of 6 top section views showing alternative progressive modalities of one. reinforced column;
[0039] Figure 6 is an isometric view. a group of 18 modules joined together to form a building with central corridors on all floors;
[0G40] Figure 7 is a side view of a group of modules joined to form a building;
[0043] .Figure 7.1 is a front view of a group of modules joined to form a building;
10/55 [0042] Is Figure 9 a transparent perspective view of a corridor slab and a side view of the slab installed in a building
[0043] Figure 10 is a partial exploded isometric view of the connection between two sets of floor modules of: aisle, at the connection point between two aisle slabs con.seouti.vas
[0044] Figure 11 is a side view of one. section through your extra-tall xaódulc composed of two modules joined;
[0045] Is Figure 15 an isometric view of two stacked stair tower modules with a front view of the joining line on the adjacent columns
[0046] Figure 16 is a partial perspective view of the blind connection of the ladder at the joining line;
[0047] Figure 17 is a top view of the pin layout of the floor / ceiling layout and manufacturing accessory;
[0048] Figure 17.1 is a partial top view and a partial side view of the floor / ceiling layout and manufacturing accessory;
[0049] Figure 17.2 is a group of views, showing the part location pins (left) and two modes of the lifting blocks;
[0050] Figure 17.3 is one. partial top view of the location of the welds between the typical members (center) and a view of a single pin with the clearances (bottom left);
[0051] Figure 19 is a side view of a section of the lifting accessory and the upper block body;
11/55 [0052] Figure 20 is an isometric view. the lifting accessory and the upper block;
[0053] Figure 21 is an isometric view of the lifting frame coupled to a module .;
[0054] Figure 21.1 is an isometric view of a typical sliding point of the lift;
[00551 Figure 22 is a partial side view of the shown lifting structure coupled to one. typical module;
[0056] Figure 23 (top) is a top view showing the effect on the lateral center of gravity of moving the lifting points on the lifting structure (lower left) the combined lifting point (lower right) a side view of change, from the center CG to one side;
[0057] The Figure. 23.1 is one. partial perspective view of a corner of the hoisting structure;
[0058] Figure 24 is a side view of one of one. pair of rotary module mounting accessories needed to mount one. module
[0059] Figure 25 is an isometric view of the device plate of Figure 2 4;
[0060] Figure 26 is a partial isometric view of the location stop bracket that is part of Figure 25; [0061] Figure 27 is a section view through a divided column;
[0062] Figure 28 is a section through an extensible joint;
[0063] Figure 29 is an exploded view of the facade system;
12/55 [0064] Figure 30 is a partially exploded view of the connection between a built upper floor module, with reinforced columns and a lower floor module built with reinforced megacolumns;
[0065] Figure 31 is a horizontal section of one. panel structure built with. panels framed by reinforced megacoiunas;
[0066] Figure 32 is an exploded vertical view of one. set of modules · ,, showing the use of reinforcement plates of varying thickness and number to maintain the correct total height and alignment of a set of modules;
[0067] Figure 33 is an exploded horizontal section of a row of modules showing the use of shims of varying thickness and number to maintain the correct total width and alignment of a row of modules;
[0068] Similar reference numbers may have been used in different figures to designate similar components.
DESCRIPTION OF MODADXDAPRS EXEMPPAKES [0069] The specification has been subdivided into. one section for each component- or group of components for readability.
Corner Blocks [0070] The present invention provides upper and lower connector blocks for load support, gu.e in one embodiment they are corner blocks. Um, one. particular modality. the blocks are substantially quadrilateral and in other modalities have shapes
13/55 polygonal or asymmetric. These ‘blocks can be mass produced with elements that provide a multiplicity of functions, in order to cancentrax’ precision operations on a small number and size of objects and reduce the amount and complexity of work that must be done on other members. The upper and lower blocks are of different shapes and located at the upper and lower ends of the vertical corner members (columns), generally angular, tubular or reinforced, which perform the function of multi-storey columns, the modules thus constructed are joined using the elements of the blocks to form a larger or taller structure. [Q071j In the same way, other elements of the blocks engage the horizontal members of the building and perform the function of continuous horizontal members when the modules thus constructed are joined to form a larger or wider structure.
[0072] In a particular modality the blocks have tapering arms, projecting in a plurality of angles, including, but not limited to, perpendicular to the faces of the blocks that provide for the location and welding of adjacent members in a plurality of angles. In a particular embodiment, the present invention thus facilitates the manufacture and assembly of modules, including, but not limited to, orthogonal, tapered, radiant and curved shapes. The holes. threaded and non-threaded on the arms achieve the positioning of threaded fastening devices and the vertical walls of the arms provide an increase in
14/55 load-bearing capacity and the transmission of compression and traction forces created by the forces that act on the building and by the action of the fixing devices.
[0073], In a particular nodal age, the blocks have holes in both the body and the arms for the passage and reception of screws with nuts or are threaded to receive screws, in order to provide continuity of vertical tension through the columns and the moment-resistant interconnection between adjacent modules or other construction structures. The resistance to tension resulting from the connection of the columns in the vertical plane allows the structure to resist elevation, where it occurs and produces friction in the reinforcement plate, for fear of transmitting forces to the lateral members in the horizontal plane, with a high level of fixides. , [0074], More specifically, during assembly, the surfaces of the arms, which are closest to the inner surface of the KSS that rests against the reinforcement plate are fine. tight, with all tolerance remaining at the opposite end, such that the tension communicated by the action of the screw to the arms compresses the connection surfaces and does not crush the HSS.
[0075] In a particular embodiment, the screws are accessible inside the cavity of the wall or other such places and can be flush or below the surface in such a way that a removable cap can be easily configured to cover the location of the screw and ensure continuity fireproof materials surrounding the load-bearing structures.
[0076]: In a particular mode, the blocks have elements that protrude from the outer and inner faces of the block located to provide support for the joint weld, reducing the structural impact of a weld on a connecting member that is cut short or with an 'uneven end or other imperfection, reducing the likelihood of a worker making a non-conforming welded connection between the corner blocks and the members that are welded to the block and a beveled element located on the outside of the block, located in order to reduce the likelihood that the weld will project beyond the surface and conflict with an adjacent module.
[0077] The holes in the corner blocks provide a means of connection with lashing and lifting devices. In. In a particular embodiment, the upper face of the block is prepared with an opening in which one. quick-release connector can be inserted to provide a quick and safe way to connect and disconnect the module to a lifting device.
Reinforcement Plate [0078] Another component is a plate, which is interposed between the blocks at the upper and lower ends of the columns or groups of columns, which have tapered locating pins facing upwards to engage and direct a downward module by sliding contact with a corresponding location recess on the bottom side of a corner block, thus locating the module in the correct position for fixing. The board also provides through holes for use in connecting modules
16/55 adjacent, with screws to provide structural continuity in the horizontal plane, both during construction and in the completed building and due to its ductility, to accommodate slight variations in the length of the column, in order to ensure a continuous load path that acts equally in all members of the column group thus formed. As can be appreciated by someone skilled in the art, the plate can be formed to fit between a single, vertical column or between two or more columns arranged in a perpendicular arrangement or other arrangement. In a particular modality, shims with a similar size and prepared with suitable holes are placed on one or both sides of the connection to accommodate variations but final dimensions of the modules, thus maintaining the correct geometry of the module set.
Stairwells and elevator shafts [0079] The system of the present invention allows the manufacture of modules within which stairs or lifting devices are installed and which separate at the junction line between two modules without a significant visual or functional break.
Modules with. excess height [0080] The system of the present invention allows the manufacture of modules that comprise the upper and lower halves of habitable volumes which are higher than the transport restrictions normally allow, and which are joined in the union line between two or more modules stacked, without a significant visual or functional break.
Corridors [0D81] Another group of components of the present invention is a structural corridor floor that is made of a suitable material, such as reinforced concrete, sandwich board, wood or formed metal, together with support pedestals. In a particular modality, the slab is composed of reinforced concrete with reinforcement bars placed so that elements in the support pedestals are attached to them, in order to resist the flexing of the pedestals, thus creating a moment-resistant connection between sets of adjacent modules thus connected. The pedestals are provided with holes that align with the corresponding holes in the upper and lower corner blocks and serve to connect two sets of parallel modules, · as well as to connect the adjacent columns within a set on one side, in order to create a combined load path. Pedestals and floor slabs can also be connected to the sides or ends of a set of modules on one side of the slab and a balcony support structure on the outside to form a building with balconies or walkways. The floor slab and pedestal sets as well. they can be used as convenient carriers for building services, such as pipes, pipes and cables to facilitate the manufacture of these components off-site in a factory environment.
System of interdependent details [0082] The present invention also comprises a predetermined mesh on which the design of the interconnected elements of the object construction is based in conjunction with a system of accessories that ensure that the mesh is maintained throughout all assemblies manufactured in all axes, which ensures an exact and interdependent relationship extending from the corner blocks, to members, subassemblies, modules and entire buildings on all axes, thus the design system serves to reduce the design of elements fractional and modules, to increase the number of common parts and reduce the difficulty of coordination with foundation and other contractors and facilitates the work of all internal or external suppliers of the components to be integrated in the modules thus manufactured, [0083] In particular, the system is based on increments of neither more nor less than 5.1 çm (two poles legacies) in three axes, with. a center-to-center precision between the holes used for fixing more or less 0.8 mm (1/32) and an overall dimensional accuracy of all the surfaces in contact, of more than o cm (O ^{1 :)} and less than 1.6mm (1/16 ^B}.
Accessories [0084] A. The present invention includes a system for the assembly of the module structures that ensures the conformity of the modules with the mesh established above, and that no part of a module protrudes beyond the ideal outer dimension, which increases the attainable speed of assembly and the precision of the structure and eliminates. the possibility of additive dimensional deviation, resulting in a reduction in the difficulty of construction, in the difficulty of protection against fires, the possibility of interconnecting modules with a greater degree of fixity and a reduction in wall thickness and wasted space.
Mesa accessory [00'85.1 A component of the. The present invention is an adjustable accessory consisting of a flat table or a flat table mounted on housings to allow rotation, which is of sufficient thickness and is prepared with a mesh of holes to receive vertical pins located in order to orient the components of a modular roof. or floor structure for assembly welding, thus creating subsets of modules, such as floors, ceilings and walls. The locating holes are arranged to ensure that the modules conform to the mesh established above, which is coordinated with other elements of the construction to ensure that the modules thus produced are easily assembled to form a complete module and the complete module passes to be assembled to form a building. The pins are equipped with a system of spacers, used to ensure the correct elevation of the components of the set, in order to produce level conditions as necessary for the application of floor or ceiling surfaces. The accessory is thus configured to ensure that welding is performed in an ideal position for structural welding and to ensure that the completed parts do not exceed α
20/55 tolerance envelope, resulting in the accumulation of tolerance conditions,
Ac e s s rí t o r t o ve [0086], Another component of. The present invention is ® adjustable or rotating accessory, which guides a ceiling structure, a floor structure, corner columns, intermediate columns, column reinforcements and diagonal reinforcements, all of a plurality of dimensions in relation to each other for assembly welding, in order to ensure that the modules conform to the mesh established above, ensuring ease of interconnecting modules, and thus ensuring that the completed parts do not exceed the tolerance envelope, and to ensure that the parts can be oriented in an ideal position for the execution of structural welds.
Lifting connector with, quick connection [0037] 'Another component of the present invention is a quick-release and compact connector, which is enq5.rega.d0 when attaching the lifting device to the module, which is installed from above, without tools, in an opening 'specially prepared in the corner blocks, which resists being accidentally released and can be removed without tools. In. In a particular modality, the connector is structurally ideal due to the fact that the support surface facing upwards from the lock and the corresponding support surface facing downwards from the receiver block and the Pensioned part of the locking shaft, which transmits the load of the support surface for the
21/55 hoisting equipment is in ideal proportion, in order to maximize the load capacity of the combined elements within the most compact space and maintaining the dimensional limits of the set within the upper fade of the corner block.
Lifting structure fQ083] Another component of the present invention is a lifting device which is arranged. in order to suspend the load in an ideal position for placement in the building, which in a particular mode is horizontal and which provides for a quick adjustment of the position of all the connection points from which the lines pass to the crane hook, so compensating for differences in the center of gravity that occur over a module. The device described also allows changing the length between the cable pairs on one side of the structure by making a change in the angle dependent on the vertical of the pair of lines that pass to the crane hook on one side of the module, in order to move the center of attachment of the crane to one side of the longitudinal axis of the structure, in order to compensate for changes in the center of gravity of the loads, which occur in the width of the module suspended in it.
Reinforcement members [0089] Additionally, the invention comprises a system of standardized reinforcement members that connect with each other and with the columns, side structures, diagonal bracing and corner blocks described in this document, eliminating the need for
2/55 design and manufacture on a case-by-case basis or adaptation of reinforcement components.
Reinforcement analysis [0030] Additionally, the present invention comprises a working method to systematically analyze the forces acting on a building composed of modules, defining the ideal location for the application of standardized reinforcement systems, selecting from a list of standardized reinforcements with progressive resistance, to buckling and elevation and thus incorporating only such reinforcements as are minimally necessary to reinforce areas under stress .Additionally, without adding unnecessary structural material in more places than necessary, without significantly disturbing the application of proof materials without requiring additional thickness of the module walls.
Reinforced columns [Q091] Additionally, the present invention comprises a method for the manufacture and connection of exterior columns in order to form groups with greater resistance to the compressive and tensile forces resulting from the loads found in the construction of tall and / or narrow buildings.
Joint ex tens í ve1 [0092] Additionally, the present invention comprises a joint that extends to meet another opposite joint after the module is placed by the action, so
23/55 to avoid damage to the joint surface during the lifting and laying operation.
Benefits
Increase the height without est ura [G093j The system of components and working methods of the present invention, by involving the totality of modular construction units thus created and connected, can serve to increase the height of a building that can be eons betrayed without the requirement of a secondary external or internal reinforcement structure, and to increase its usable floor area because it involves a larger portion of the members in structural function and the increased fixity of connections, the creation and guarantee of multiple and redundant paths of the load, the integration of the reinforcement structure in the walls of the module and the resulting efficient transfer of the internal, external and proper eargas imposed on the building constructed through the adjacentés modules is, therefore, of the land.
Increases the height, with structure [0094] By reducing the amount of steel required on the upper floors and, thus, its total weight, the present invention also serves to increase the height, of a building that is constructed using a secondary external or internal reinforcement structure of a certain size.
Reduces the number of exclusive pieces, number of locations and size of members
24/55 [00-95.1 By analyzing the applied loads and more efficiently involving more members needed in the structural function, the invention also reduces the size of the required members and limits the number, size and locations where exclusive reinforcement details and the relative complexity of fire protection is required, thereby reducing the cost of such buildings.
Reduces the accuracy requirement [0096] The present invention reduces the precision of the parts that must be made by workers in the module production installation, which reduces the cost of manufacture.
Reduces complex manufacturing
L0057j, the present invention concentrates many of the complex elements required to join members, hoist modules and join modules in a single mass-produced component, reducing both the complexity and the requirement for qualified work required to build a module.
It allows taller and wider [00983 Additionally, the system allows the construction of taller modules composed of two stacked structures, one of which has. openings in the ceiling and a. another has openings on the floor, longer modules due to reinforcement performance and wider modules due to the improved behavior of the openings at the ends, thus providing greater flexibility for designers of buildings so constructed.
Reduces wall thickness
25755 [00.9-9.] By more evenly distributing the load-bearing components, the present invention reduces the wall thickness necessary to accommodate the structure and services.
Reduces work on site for finishing applications. [00100] By placing the traction connections inside the wall cavity and concentrating the connection devices in the vicinity of the column, the present invention can reduce both the number and the extent of the excluded areas , which must be corrected later.
Eliminates damage to the joint during construction [00101] · When transporting and assembling the modules <5 with the joint in a retracted position and then extending it after assembly, the present invention reduces the possibility of damage. The. joint and the concomitant reduction in the performance of the building envelope, [00102'1 The invention according to a modality revealed in the specification will now be described and with reference to the attached drawings.
[00103] Figure 1 Connector set 1 having a TOP connector 10 and a Bottom connector 20 shown with the reinforcement plate 30 [00104] Figure 1 reveals a modality of a connector set 1 that consists of an upper connector 10 , a lower connector 20 and a reinforcement plate 30 sandwiched between the upper connector 10 and the lower connector 20. The terms '' upper and * lower are relative and can be interchanged. However, for the purpose of describing the set of
26/55 connectors 1, the upper connector 10 refers to the connector that would typically be positioned in an upper corner or an upper end of a modular structure that can be raised and placed on a second '(or lower) ) modular structure. While the lower connectors 20 refer to connectors positioned at the lower or lower end of a modular structure, and which would be closer to the ground or floor (than the upper connector).
1000105) Na. As shown, the top corner connector '10 and the bottom corner connector 20 can be made of hollow cast steel parts. In addition, the upper connector 10 has an opening at one end (first end 2) that is formed to receive a column, pillar or other structural unit of a modular structure, so that the upper connector can be coupled to an end of the first modular structure. While the second end 3 of the upper connector 10 is designed to allow the coupling of the upper connector 10 to the reinforcement plate 30 .. The lower connector 20 can also be provided with an opening, both at the first end 4 and at the second end 5; with the first end 4 adapted to be coupled to the reinforcement plate 30, while the second end 5 allows coupling to an end or corner of the following modular structure. Connectors can have mechanical properties such as tensile strength and ductility equal to or greater than carbon a and b. metallurgical properties such that the connector can be welded to carbon steel with the
27/55 conventional practices, such as structural EUG welding with inert metal shielding gas, [00106] In i> the additional mode, the upper and lower connectors (10, 20) both have a hollow body (2, 4), respectively. The hollow body 2 of the upper connector's hollow body of the lower connector 4 can take a variety of shapes, depending on the design and application requirements. However, in the figures, the upper and lower connectors (10, 20) have a hollow body (2, 4) that has a shape with a square cross section. Protrusions 6 are provided on the outer surface 'of the hollow body 2 of the upper connector 10, Similar protrusions 18 are also provided on the external surface of the hollow body (4) of the lower connector 20.
f 00107] The upper connector 10 is provided with at least one pair of arms 11 extending from the projections 18. The lower connector 20 is also provided with at least one pair of arms 11 extending from from the protrusions 18. In the embodiment shown, the arms 11 extend normally from the surface of the protrusions 18, In addition, the arms 11 are positioned to be perpendicular to each other, i.e., an arm 'extends to about 90 ° to the second arm. However, the position of the arms 11. can be varied depending on the design and application requirements, and the arms 11 can be present at angles less than or greater than 90 °. The arms 11 on the upper connector 10 can be provided with openings 12
28/55 that can be used for coupling the upper or lower connector to the connector set 1.
[00108] In one embodiment, the central hollow bodies (2,
4) are 10.4 cm (4) squares to accept a 10.4 cm x 10.4 cm (4 * 'x4 ^w ) hollow structural section (HSS). In another modality, the central hollow bodies (2, 4) are 15.2 cm (6 * ') squares to accept a 15.2 cm X 15.2 cm 6χ6 “HSS, Connectors 10 and 20 have thickness suitable for the intended function and details, such as exit angles and section uniformity, which facilitate casting. In a particular embodiment, the castings are perforated and the supers are milled to nm. The accuracy of + 0-0.0'25 mm (+ 0-0.010 inches) measured between the centers of the openings 12 and the surfaces of positioning of the arms 11, or other tolerances as may be convenient. In another embodiment, the connector is made by assembling one or more laminated sections, flat or folded, by means of welding or mechanical means. In another modality, the piece is made by casting ferrous ships, plastic, cement or any other suitable material. In another embodiment, the portions of the blocks to which the columns and arms will be connected may have elements to position the HSS and facilitate welding.
[D01Q9] The set of connectors 1 can be formed by sandwiching the reinforcement plate 30 between the upper connector 10 and the lower connector 20. The reinforcement plate 30 shown has two faces, where the first face may be in contact with the lower connector 20 and the second face may have contact with the upper connector 10.
Additionally, the reinforcement plate 30 is provided with through holes. 31, which align with the openings 12 in the upper connector 10 and the lower connector 20, allowing the attachment of the connectors (10, 20) with the use of fixing devices. Fixing devices are not particularly limited, and may include nuts and bolts,
Figure 1.1 Bottom connector 20 [GQllOj The bottom corner connector has projections 18 that provide the location for the longitudinal and transverse members of the modular structure and support for the assembly sclings. In the mode shown, the edges of the hollow body of the upper and lower connectors are pinned. The chamfers 19 provide a location for the outer surface of the weld bead that allows the weld to be level and eliminates the need to bevel the connected member. The outer faces of the lower connector 20 may have a plurality of holes (or holes 21) that are threaded or non-threaded, as required by the circumstances for use in connection with groups of columns, aisle slabs, accessories, lifting devices or others useful elements using screws, pins, clamps, union plates or other fixing devices. In. otherwise, the 2C connector is taller and additional holes are provided for the use of additional fixtures or the addition of one. additional reinforcement or other elements. In another modality, the connector 20 has more or less 4 sides and is not quadrilateral, but has trapezoidal, parallelogram or other shapes, in order to
30/55 facilitate the production of round, curved, conical, star-shaped or other shapes.
[00111]. The lower connector 20 has arms 11 with holes (or openings) 12 for the passage of the clamping screws 25 that pass through the reinforcement plate 30 to fix the module vertically and provide a continuous connection of tension and moment makes the loads pass through the connection between the set of columns and the horizontal beams. In an additional modality, these arms protrude perpendicularly to the surface, in another modality they have beveled sides 22, in order to allow the connection of members at an angle and in another modality all the arms protrude at an angle.
Figure 1.2 Bottom connector 20 [00112] “In one embodiment, connector 20 has the dimensions shown in Figure 1.2. As described by the hidden lines, the bottom face has an opening, whose sides are perpendicular or at an angle to the bottom face 23. A plurality of these openings in a module, having a radial relation to the center of the module, receive the corresponding taper pin. location 33 on the reinforcement plates 30 below, thus locating the module on the module below and in the correct position for connection.
Figure. 1.3 Top connector 10 [00113} _v The top corner connector 10 has projections 18 that provide location for the longitudinal and transverse members of the modular structure and support for assembly welds. Similar to the lower connector 20, in the embodiment shown, the edges of the hollow body of the upper and lower connectors have beveled edges. Channels 19 provide a location for the „outer weld bead that allows the weld to be level and eliminates the need to bevel the connected member. The outer faces of the block 10 have a plurality of holes (or holes) 21 that are threaded or non-threaded, as required by the circumstances for use in connecting groups of columns, aisle slabs, or other useful elements through the use of screws , pins, clamps, union plates or other fixing devices. In another embodiment, the block is taller and additional holes are provided for the use of additional fastening devices or the addition of additional reinforcement or other elements. In another modality, the block has more or less 4 sides and is not quadrilateral, but has trapezoidal, parallelographic or other shapes, in order to facilitate the production of round, curved, conical, star-shaped or other shapes. In an additional modality these arms protrude perpendicularly to the surface, in another modality they have tapered sides 22, in order to allow the connection of members at an angle and in another modality all the arms protrude at an angle.
[00114] In another additional modality, the upper connector 10 has arms 11 with threaded holes (or second opening), 12 closer to the body of the block to receive the fastening screws 25, and threaded holes (or first opening 13) more away from the block to receive the screws 34 of the reinforcement plate. In a particular embodiment, these arms protrude perpendicularly to the surface, and in another embodiment they have tapered sides 22, in order to allow the connection of members at an angle and in another embodiment all the arms protrude at an angle.
[001151. The upper face of the block has. a T-shaped hole 14, which engages the lifting steel accessory 15 shown in Figures 19 and 20, and corns described here,
Figure 2 Reinforcement plate .3 0 [0011S] In one embodiment, the reinforcement plate 30 is cut from a steel plate or other material that has an adequate thickness and the mechanical properties for the intended function. In an additional modality it has a thickness of 9.5 mm {3/8}. The reinforcement plate has through holes 31, countersunk holes 32 and locating pins 33. The flat gourd screws 34 passed through holes 3.2 and threaded through holes 13 in the upper connector 10 precisely connect adjacent columns and thus entire modules, The ductile age of the .30 plate in the vertical plane ensures that the speaker groups act together to support large loads. The precision of the location of the holes 32 for the flat head screws and the corresponding holes in the connectors ensures that the module to module tolerances are maintained and COlu-V X C d. ciCxíD-.tú '♦ [001171 A. reinforcement plate 30 can be dimensioned to fit on the top of 1, 2, 3, 4 or more columns, providing equivalent vertical separation in all places and forming crusts of 2, 3 , 4 or more modules. As shown in Figure 2.1, which exhibits a modality of a> reinforcement plate joining four modules, while Figure 2.2 shows a reinforcement plate 30 joining two modules. In the embodiment of the 3Q reinforcement plate shown in Figure 2.2, the plate is provided with a protruding edge for the support of an adjacent component, as further described in this document.
Figure 3 Assembly of a module [00.1.18] To create the floor structure of a module, the longitudinal floor beam 41 and the side life of the floor 4.2 are cut to length and provided with holes 43, which generally correspond, but do not interfere with the locations of the holes in the arms 11 on the connector 10. In a particular embodiment, these beams are 7.6 cm x 20.3 cm (3 ”x8) HSS for the perimeter and 7.6 cm x 15, 2 cm (3''x6 ^!! ) HSS for the filling members. Once the positioning and welding accessory (Figure 17), described in this document, positions the pre-machined connection blocks and defines the locations of the holes and their relative positions to each other, provides the external dimensions of the assembly, the accessory ensures that the modules made using the accessory are in accordance with the mesh established previously described. In addition, the elements in the blocks ensure that the beams do not need a chamfer at the edges of the ends and the cut-to-length operation is not critical in terms of length or orthogonality. The beams are slid over the corresponding arms .11 in the lower corner of the connector 20 and welded in the manner previously described.
[00119] One skilled in the art must recognize that the ceiling assembly follows a similar process, using members of an appropriate size placed on the same accessory. In a particular modality, these are 7.6 cm x 7.6 cm (3 "x3") HSS for the perimeter of 5.1 cm x 5.1. cm (2 ^"x2!) HSS for the filling members. Thus, both the upper and lower structures capture the external dimensions of the same accessory and are coordinated.
[001201 A suitable material 44 such as a fiber cement board, steel sheet floor and concrete cover, or steel sheet floor with composite, is applied to the upper face of the floor beams of the module thus constructed, and fixed in a way appropriate, or concrete or other material is placed between the structure, in order to support the occupants' loads and provide the necessary diaphragm action for the module and, in turn, for a building composed of the modules. Similarly, a material, such as plaster or. fireproof and insulation board of a variety of types, depending on conditions, is applied to the surfaces of structures and boards and in varying spaces on walls and ceilings to provide a variety of functions, such as privacy for occupants, to provide fire protection to the structure and to limit the transmission of sound.
Figures 3.1, 3.4, 3.5, 3.6 Vertical connection of modules
P.9.no .... f.íh2ã9.m ... briÈ .... È ^ [00121] As previously described, the lower connector tube 41 has larger holes 43 that communicate with each other 22 in the arms, through which the clamping screws 25 pass, which are threaded into the threaded holes of the upper face of the arm 11 in the upper block 10 inside the tube of the upper wall 45, capturing and securing the reinforcement plate 30 and transferring the loads of vertical tension through the connection, * [001221 As the tightening screws 25 are threaded with the correct torque value in the female grooves in hole 12 of the arm 11 in the upper connector 20 of the module below, the tension created pulls the tubes from the upper and lower structures and the reinforcement plate as a whole; in order to establish continuous action, from the momenta (25.1) that passes from column to column through. connection thus formed and is prevented from rotating in the vertical plane by the tubes of the adjacent structures, especially the deeper members that comprise the floor structure. The torsional action, which is characteristic of all buildings subject to wind, earthquake and other loads, is thus reduced. In a particular embodiment, the screws 25 are composed of high-strength steel, such as Grade. 8, in such a way that the combination of tensile strength and the number of screws is sufficient to withstand wind or seismically induced elevation * on the structure thus connected.
of a typical structure.
[001231 The step structure 40 is connected to the ceiling structure 47 by the corner columns 50 and intermediate columns 51 which, in a particular embodiment, are substantially perpendicular to the floor and ceiling structures and welded in place. In another embodiment the connections between the members horizontal upper and lower columns and intermediate vertical columns 48 are constructed, with an intermediate connector 49 similar in shape to the connectors described in Figures 1.1 and 1.3, but having opposite arms. In another embodiment, the columns are of various lengths and cut in half squares to fit together or with the blocks, so that ss performs a plurality of angular relationships between the ceiling and the floor.
Figure 5.1 View of the lateral reinforcement of the. wall [00124] If the loads acting on the module are sufficiently large that require the addition of diagonal reinforcement, the system that provides rigidity and diagonal reinforcement shown in Figure 5.1 is installed. The diagonal reinforcement system consists of vertical reinforcement bars 60 which, in a particular embodiment, are of the form and installed in the location shown in Figure 5.1 or of the shapes and locations of other particular embodiments, as shown in Figures 5 <2a or 5.2b. The diagonal bars SI are welded or screwed a. these members or, in the case of lighter structures having smaller loads, are welded directly to the vertical or horizontal elements of the structure, or both. The module thus formed, when connected to other modules by the moment-resistant corner connection, as described in Figure 4, creates a moment and traction-resistant structure that transmits the loads along each other on all axes. In a particular mode, the bars are diagonally opposite, 'with a section of 1.9 cm (3/4) and function in traction. In another, they are diagonally opposed, with a section of 2.5 cm x 7.6 cm (lx3 ") and function in traction. In another, they have only 7.6 cm x 10.2 cm (3 ^K x4 ") HSS with another dimension and function in both traction and compression and suitable for the loads that must withstand.
Figures 5.2a and 5.2b Vertical reinforcements [00125], Figures 5.2a and 5.2b are arranged sequentially, showing progressive means of reinforcing columns against buckling and elevation, starting with the weakest at the top and ending with the strongest at the top bottom.
[00126] As shown in Figures 5.2a and 5.2b the vertical reinforcement and the increase in the cross section of the columns, in order to increase the load bearing capacity and the resistance to buckling and bending, without increasing the. wall thickness or introducing a separate reinforcement structure are achieved by any of the means shown and applied progressively, as required by the loads and cost: Increasing the wall thickness, filling the columns with mortar, adding ribs in the corners, grouping sections, using larger sections and grouping those sections together. The particular modality is the approach that least adds to the thickness of the walls, especially where the columns are grouped or located in the centers of the walls or where the useful space would be obstructed.
Figure 6 View of a small building (001271 Modules manufactured as described in Figure 3 are typically connected to form larger structures, as shown. In a particular embodiment, a central aisle 90 is present and can provide access to the ends of the module for fixation, for complete the interconnection of the mechanical services and for the use of the occupants when accessing their units.
Figure 7 Side view of a pedestrian] l®n £. ,,, cdi.É, ício (00128.) 'A side view of a typical structure with a centrally located corridor 76 is shown, together with the counter ventamen. diagonal 60 described in Figure 5.1.
Figure 7.1 Front view of a small building [001291 A front view of one is shown. typical structure.
Figure 9 System view, Μ02 .... ^ 9. corridor [00130] A section of the floor is shown, consisting of a concrete slab 70, with reinforcement bars 71 and supported by pedestals 72 which are prevented from turning by being screwed to the connector blocks 10 and 20 through the holes 74 that create an. connection resistant to the moment; and prevented from leaving the concrete by shear pins 7.3 that engage the concrete and the reinforcement bars. In a particular mode, the pedestals vertically cover the upper and lower corner connectors and are screwed to them, making the vertical connection between the columns larger. In another particular modality, the slab is long enough for the pedestals to extend over two or more adjacent modules, increasing the fixity of the horizontal diaphragm action.
[0013'1 j In another particular modality, the corridor slab is made up of formed plate, or any other suitable material, such as wood or urethane sandwich sandwich or composites.
[00132] In one. In particular, the aisle is used as a convenient support and carrier for common services, such as power lines or liquids 75 which are typically found in buildings and thus provides a means of prefabricating these elements, transporting them to the construction site and lift them into place without further manipulation.
[00133] In an embodiment shown in Figure 9, pedestal 72 is in contact and positioned on the reinforcement plate 30. The used reinforcement plate 30 extends beyond the modular structure to provide a superior yo cococaçao oos paua.sv .ais. ·. <'to support 1 aje,
Figure 10 Isometric exploded view of connections of the corridor floor system [00134j When installed, as described for use as a corridor floor between two sets of modules separated by an appropriate space, the structure thus formed. Joins the adjacent sets with a connection resistant to the moment, in such a way that the structure of the floor of the corridor increases the resistance of the whole building to lateral loads, thus reducing both the number and the size of the required diagonal reinforcement.
[001.35] It was another particular modality, the structure of the corridor slab is connected to the external face of a set of modules and supported by a grid of diagonal columns or traction straps or longer diagonal struts to provide a walkway or balcony, as shown in 10, the pedestals 72 of the corridor 70 are each provided with a pair of holes 74. The first set of holes 74 in the pedestal which are positioned closest to the floor 70 can be coupled to the lower connector 20 in the upper modular structure. Whereas the second set of holes 74 in the pedestal, which is furthest from the floor 70 can be coupled to the upper connector 1.0 in a lower modular structure. Therefore, in the embodiment shown in Figure 10, the pedestals are not positioned on the reinforcement plate 30, which does not have the extension shown in Figure 9.
Figure. 1.1 ... Modules .. ,, of. dup height 1 to [00136] When you only want to create spaces that are higher than the one-piece road transport allows, the modules are joined using screws through the horizontal structural members. Figure 11 shows one. open top module 00 attached to an open bottom module 81 using screws 83. Diagonal bracing 82 is configured to provide the required continuous diagonal bracing action.
41/55
Figure 15 Stair tower showing the joining line [00137] The steps and floors of steps 150 and doors 151 are shown installed at the factory in consecutive modular structures 152 and 153 which are prepared for connection on site with the reinforcement and corner connectors described above.
Figure 16 Invisible junction in stairwells [00138] The mirror is divided horizontally in the same plane of the module in which it is installed. In order to minimize the visual impact of the horizontal union line between the modules, the steps are joined by hidden plates 154 on the inner faces of the walls 155 and under and behind 'floors 156 and mirrors 15' .
Figure 17 Floor, ceiling and wall mounting accessory [00139] Floors, ceilings, external walls and other structures, as required, are built into the mute accessory 100 to ensure vertical alignment and regularity of the elements. The use of the device ensures that the modules are in conformity with the mesh previously described.
Figure 17.1, Accessory, template and locations dgs template pins [00140] To position the members of a modular floor for welding, the perimeter beams 40 and 41 are passed over the connector arms 20 when the assembly is placed on the accessory 100, which locates the block in locator 105 in contact with buttons 102
42/55 that contact the centers of the two vertical faces external to the bottom face of the connector and thus maintain the perpendicularity of the connector and can help to establish the external dimensions of the module, in order to avoid the accumulation of error, or to maintain any another geometric relationship that may be desirable. The external faces of the perimeter beams are located through contact with the sides of pins 101, which are not staggered, and the internal faces are located by contact with pins 101.1 which are staggered, in order to allow the small variations that occur in producing sections and ensuring that no part of the set exceeds the tolerance envelope. The intermediate beams 42 of the floor are placed according to. the predef mesh starts established by contact with the 101.1 staggered pins which, in this case, can be used on both sides of the member thus located.
(001411 A floor set is completed by welding the perimeter beams and the intermediate beams to the corner connectors and each other.
Figure 17.2 Lifting blocks [00142] If it is not convenient to assemble the structure in an inverted position, or if steps are required at floor level, the members are raised using variable height spacers 103 dimensioned and selected as necessary to orient the upper faces correctly. In another embodiment, the spacers are cut from HSS in the shape shown at 104 and placed loosely on the pins.
Figure 17.3 Gauge clearances [00143] The beams are welded in place by exploring the clearances provided by the position of the pins, positioned harizontally by the sides of the pins and raised by the spacers.
EldxfÊâ) ...! . θ. 20 Liftable connector set [00144] Figure 1.9 shows a modality of a liftable connector set that can be used for the connection and lifting of a modular structure that has a top connector 10, as described in this document.
[00145] As previously described, the upper face of the connector 10 in the upper corner may have a hole (or opening) in. 14 T shape, which engages with a T-shaped coupling device in the body 15 of the device In the mode shown, the body of the lifting device has a T-shaped end, which can be inserted into the T-shaped opening in connector 10. In an additional mode, as shown in the figures, the lifting device is provided with a block 16, which is coupled to the body of the lifting device, block 16 can move from a first disengaged position to a second engaged position. The first disengaged position (cut shown in Figure 19) allows the T-shaped end is .i.nscr .1. water or xemovxda of the a.osrtr.ixa in the form of ί on connector 10. While in the second engaged position, block 16 slides into the T-shaped opening (see arrow in Figure 19 showing the slide direction then block 16) and prevents removal of the T-shaped end of connector 10, locking the connection in place.
[00146] To connect the lifting structure to the module to be lifted, the block 16 is lifted to release the lifting element in the body 15 and the element is inserted into the slot, then moved to the side (see arrow inside the connector in Figure 19). Once attached to the fu.ro 14, the accessory is locked in place by the action of gravity, which causes the block 16 to slide down along the guides 17, de. to occupy the widest entry portion of the slot, thus preventing backward movement and accidental release of the lifting accessory. The block 16 is secured on the face of the body 15 by a retainer 15,1 running freely in the recess 18, which is fixed to the support bracket 19 that moves vertically in the slot 19,1. The relatively delicate elements of the block retainer thus, they are level with the surface, in order to avoid damage by accidental contact during handling. In order to avoid obstruction by the upstream or cable, the block 16 is manipulated using a tongue inserted in the depression 20 on the surface of the block. In another particular embodiment, the block is pressed close to the entry slot, regardless of the effect of gravity through a supplementary spring interposed between the top surface of the support bracket 18 and the underside of slot 19. In another embodiment, a sensor is positioned to detect the correct position of the locking block in the lift slot. A signal thus generated is transmitted to the equipment controls or to the operator, in order to avoid lifting the load if the lifting device is not fully and properly engaged.
[00147] As shown in Figure 20, the distal end [distal from the T-shaped end) can be provided with a hole, which can be used to attach and lift the liftable connector assembly.
Figures 21 and 23.1 Liftable structure set [00148] One. The lifting structure is provided to reduce the compression loads on the members of the modular structure attributable to the pyramidal displacement of the suspension lines, and to provide a device for accurately leveling the modules during all the lifting phases and, regardless of the length from the line that passes upwards to the crane, in order to facilitate the placement of the modules without inadvertent contact that may damage structures, fences, insulation and finishes.
[00149]. Beams 80 are joined by loagarinas 81 through franges 82, using screws. Eight sliding lifting points 83 are provided, which slide over the beams 80 and are prevented from moving when locked in place using locking pins 84 in the rows of holes 85. Load support cables 86 pass upwards and converge to the accessory lifting master 87 shown in Figure 23, [00150] In the embodiment shown in Figure 21, beam 80 can be a beam I having an upper end and a lower end. A first set of four lifting blocks 83 is provided at the upper end of the beam 80 and a second set of lifting blocks is provided at the lower end of the beam 80. The lifting blocks 83 are coupled to the beam and can move (for example , sliding the lifting block) from w first position to second position, as required to lift a structure. The I-beam can also be provided with a plurality of holes near the first and second ends, which allows the attachment blocks 83 to be fixed in place on the I-beam using fixing devices such as screws and nuts .
[00151] The first set of lifting blocks 83 present in the upper end (or first extramidaoe; a beam i are attached to the cables 85 that support the load, which are fixed in a lifting accessory 8 / shown in Figure 23. The lifting structure is balanced to reduce the load on any particular portion of the modular structure by moving the lifting blocks 83 on the I-beam 80, and securing the lifting blocks 83 in a different position.
[00152] -Figure 22 Lifting structure [Ou.i n 3 j x Figure <;, · xnoscra a v.i st a. Figure 1 of a portion of the liftable structure assembly in Figure 21. The liftable connector assembly 15 is connected by shackle 88 to the chain or steel cable 89 which is connected by either. shackle. The lower portion of a typical sliding lifting point 83 located at the lower end of a lifting structure 80. The locking pin or pins 84 prevent the movement of the sliding blocks.
Figure 23 Lifting geometry [00154] In preparation for lifting a module, the module's center of gravity is determined by using a program. computer capable of calculating the center of gravity based on the recorded weights and the positions of the masses that comprise the module, as represented in one. computer model, or iteratively by one or more test elevations. The data thus collected is recorded and provided with the module. A table is prepared using a coxaputador or trigonometry program, which specifies the locations of the holes to be used to adjust the combined center of gravity of the module and the structure system, for lifting to level the module to be hoisted. Before connecting the lifting structure to the module, the table is consulted and the sliding blocks are located and locked in the indicated positions.
[00155] In order to move the system's center of gravity along its longitudinal axis, the lifting points 83 are moved as a group to the load's center of gravity, maintaining an equidistarte (quadrilateral) arrangement, to move the center of gravity later to Imente ·, 88, perpexxdicular to the longitudinal axis of the system, the lifting points 83 on only one side of the beams 80 are brought together or apart, in order to increase or decrease the angle between them, thus changing the angular relationship between the lifting lines that pass upwards to the common lifting point 87, [00155] In another mode, the lifting points are moved. independently, to achieve other desirable objectives, such as equalizing the load under the slings or to tilt the load X ii 1. Ox to xX .x OX 1 < ^: 1.:. H! tb Ii VO [0: 0157] In another modality, the structure is composed of a single beam, in another modality a. structure is not quadrilateral as triangular, polygonal or otherwise, as it may be convenient for the purpose of better supporting and balancing the load.
Figure 21.1 View, from a single slide block showing details of detail [001.58] Figure 21.1 shows one. modality of a lifting block, according to the invention. The lick block can be made of a block having a T-shaped channel that extends from one face to the other face of the block, and having an opening at an upper end of the block. The opening at the top end extends to the T-shaped opening in the block. The block also has a first flange that extends upwards from the upper face of the block and a second flange that extends from the lower end of the block. Each flange is provided with an opening for coupling the block. In a particular embodiment, the block is machined from a piece of steel or cast or made of another suitable material. In another particular embodiment, the block is welded from plates, as shown.
Figure 24 Module mounting accessory [001591 To assemble a complete modular structure, the completed floor is placed in the stops on the plates of two motorized rotating accessories in specular opposition 120 (Figures 24, 25, 25). The tower 121 moves on the roulette wheels 122 which are equipped with flanges in order to locate with. accurately and directly on the track.
122.1. A pin through a support at the base of the tower 121 engages a row of holes adjacent to the track
122.1, in order to ensure consistency with the defined three-dimensional mesh, described above. Orientation bearing 124 supports plate 125 and allows the plate to rotate to position the work in the ideal posture for assembly and welding. An identical structure is located on the same track and opposes the structure shown and supports the opposite end of the structure.
Figure 25 Plate and Figure 26 Mobile brackets [00160J Plate 125 has. two or more movable stop supports 126 mounted on their vertical face, on which side work supports 127 and upper / lower work supports 128 (Figure 26) are mounted which are located on the outer, lower and outer and upper faces of the connectors corresponding corner edges in the same orientation as the accessory on which it was built. The holes in the work supports coincide with the holes in the corresponding connectors, thus ensuring that the modules installed in the accessory will be interconnected with the corresponding components built in this and other accessories.
[00161] The column 50 is slid over the positioning projections on the lower corner connector 20, if present, or else oriented closely and held by clamps 121 (not shown) that act against the support bars of column 122. Then , the corner connectors 10 located in the corners of the upper structural assembly are placed over the upper end of the columns and located by the upper and outer faces of the corner blocks, in. Then, the intermediate vertical tubes 51 are placed in the intermediate clip receptors (not shown) and retained with additional clips 130 (not shown). The positioning projections on the outer faces of the column support bars, combined with the clamps, prevent the structure components from moving during welding. of the set, which is made in an ideal position, facilitated by the rotation of the accessory.
[00162] The accessory is equipped with a plurality of holes 131 that define a. structure width and holes 132 that define the height of the structure, in order to facilitate the precise and quick adjustment of the template for the production of modules of variable shapes and in logical increments and that ensure that the parts thus constructed coordinate with other constructed components according to the scheme of the present invention.
Figure 27 is a sectional view through a split column [001631. Figure 27 shows a particular embodiment of a shared structural column. A section reinforced in “C 152, which has the height of the module, is used in multiple locations with screws 153 to a similar section 151, forming a column that is twice as wide, thus providing greater resistance to buckling forces. The base plate 156 that occurs at the top and bottom forms a transition to lighter columns 154 or to heavier columns. as appropriate, depending on loads. Diagonal reinforcements 150, as required, are connected to the extended plate of column 151. A removable section of fireproof wall plate 155 is provided for access to the screws during construction of the structure.
Figure 28is a ÈkÇ.âirÁêl · fl® section. . Extensible-joint optic [00164] A particular modality of an extensible joint is shown. The molded or extruded elastic material 168 with multiple sealing elements is fixed in the channel 166, which slides in the joint 167 which is fixed on the internal surface of the channel 169 and is extended by the captive screw 164 that passes through the threaded socket 165 and driven by the rotating head 163. The assembly is mounted to support the channel 160, which can be of any convenient depth, to which the soundproof and fireproof material 170 is attached. The access to operate the joint advance screw is through the cover 161 which, in a particular mode, requires to be decorative and removably fixed, [001651 To form a seal between a first modular unit and a second modular unit, the modular units are each provided with a 166 channel. In the modality shown , a gasket 167 is present in channel 160, together with a toothed connector 168. The toothed connector has. a profile that is complementary to the profile, notched in the channel of the second modular unit. In a particular modality, joint 167 allows the
52/55 movement of the toothed connector 168 in only one direction, away from the modular structure. This can be achieved, for example, by providing angled flaps, which extend from a surface of the toothed connector and the corresponding receptacles in the joint 167 to receive the flaps. Once the tabs are inserted into the receptacles, the joint is locked in place and can prevent the toothed connector from moving back into channel 160.
[00166] Initially, the two modular units are brought into contact with each other and the channels are aligned. The toothed connector on the second modular structure can be present in an extended position, where it extends beyond the joining line of the two modular structures and also beyond the cavity of channel 160. Once in place, the toothed connector on the first channel can be extended from a disengaged position, where the toothed connector is positioned inside the groove of the channel, to an engaged position, where it extends out of the groove of the channel and the teeth of the toothed connector in the first modular structure engage and align with the teeth complementary to the toothed connector of the second modular structure.
& Figure 29 is one. exploded view of the facade system [00167] A particular modality of a facade system for modular construction is shown together with the associated modular structure. The structural frame 1'71 bakes blocks of resistance to the moment 181 is protected against fire with the insulating plate 172, decorated with the floor plate 182 and is shown with the support of the half of a divided column 1'79 progressively reinforced, connected to the adjacent column (not shown) using screws inserted in holes 183. The spacing structure 173 has acoustic and fire insulation with layer 178 and is provided with holes 177 to access the joint extension screws 164 (Figure 28) <The structure exterior facade and joint assembly 175 is equipped with joint assembly 176 and facing with external wall panel 174. The transition to a reinforced structural column 179 with critical sliding screw 183 is shown.
Figure * .31 is a horizontal section of a sternum. of structural panel facade.
54/55 [00169] A particular modality of a structural façade system for a modular building is shown. The reinforced sections 152 are joined in the manner previously described by upper and lower headers to form sets with ISO window units, but unlike the volumetric modules described above, the facade units are shipped and erected. separately from the interior walls and floors. The beams 191 support the floor slabs 178. The fire protection cover 1'78 insulates the steel structure. The facade panel 50 provides insulation and appearance. As someone skilled in the art will appreciate, a. 45-degree divided corner column 192 performs a function similar to that of a 90-degree outer corner. In another particular embodiment, the angle of the divided corner column is greater or less than 45 degrees, in order to facilitate the construction of structures with variable geometry .:
Figure 32 is a simple exploded view of a vertical array of. modules [00170] As previously described, the upper corner connector 10 is attached to the lower corner connector 20 by screws passing through the reinforcement plate 30. In a particular embodiment, the reinforcement plate 30 is provided in a variety of thicknesses that can be selected during the assembly of the building and interposed in the connection as required, to compensate for variations in the dimensions of the modules, such that the total dimension of the module set conforms to the correct value, as measured in
195. In another particular embodiment, a partial plate 192 is provided with the corresponding pattern of holes and in a variety of thicknesses to compensate for differences in the dimensions of the adjacent modules.
The figure. 33 is a simplified exploded view .... of ... an ÉllÈiaó .... bar input ai of ... modules [00171] · As previously described, columns reinforced with section C composed of two halves 152 are screwed into . set to join the adjacent modules and to form a larger section * In a particular embodiment, the shim 178 is provided in. a variety of thicknesses and with pre-drilled holes for the passage of the connection screws. During the assembly of the building. the appropriate shim can be selected and interposed in the connection, as required, to compensate for variations in the accumulated horizontal dimension of the modules, as measured in 196.
[00172] Certain adaptations and modifications of the described modalities can be made. Therefore, the modalities discussed above are considered as illustrative and not restrictive.

权利要求:
Claims (28)
[1]
RBXVXBPXCAÇÕSS ηΟΟΟΟΟααΟΟΟΟΟΟΟΟΟΟΟΟΟΒΟΟηΟββΒΟΟΟβαβΒΒββΒΜιΒΒΒΟβΜΜΒΜν
1. Set of connectors, characterized by comprising an upper connector coupled to a lower connector and a sandwich plate sandwiched between the upper and lower connectors, the lower connector comprising;
a hollow body of the lower connector, having first and second ends of the lower connector. the first end adapted to receive a first end of a first modular structure and the second end adapted to couple with the reinforcement plate;
at least a pair of projections on the lower connector, coupled to the hollow body of the lower connector; and at least one pair of arms of the lower connector, none of the arms of the lower connector being coupled and extending from the projection of the lower connector and having an opening for receiving a fixing device for coupling the lower connector to the upper connector;
the upper connector comprising a hollow body of the upper connector has a first and a second end of the upper connector, the first end being adapted to couple with the reinforcement plate and the second end being adapted to receive a first end of a second modular structure;
at least a pair of protrusions of the upper connector coupled to the hollow body of the upper connector; and at least a pair of arms of the upper connector, each arm of the upper connector being coupled to and extending from the protrusion of the upper connector and having a first and a second opening, the first opening.
adapted to receive a coupling device for coupling the upper connector to the reinforcement plate and the second opening adapted to receive the fixing device for coupling the lower connector to the upper connector; and the reinforcement plate, comprising a first face, a second face and through holes for receiving the coupling and fixing device for coupling the upper and lower connectors.
[2]
2. Connector set, according to claim 1, characterized by the fact that it additionally comprises a locating pin, positioned on the first face of the. reinforcement plate to engage the second end of the hollow body of the lower connector to position the second connector on the reinforcement plate.
[3]
3. Connector set according to claim 1 or 2, characterized in that the hollow body of the lower connector and / or the hollow body of the upper connector have one or more holes adapted to receive fixing devices.
[4]
4. Connector set according to any one of claims 1 to 3, due to the fact that the hollow body of the upper connector has a generally T-shaped opening at the first end of the body.
[5]
5. Connector set according to claims 1 to 4 _f ear & cteglated by the fact that the hollow body of the upper and lower connector has chamfered edges to cooperatively engage a frame structure.
[6]
6. Connector set according to claims 1 to 5, - air actuated by the fact that the hollow body of the lower connector and the hollow body of the upper connector have a cross-section in the form of a square.
'
[7]
7. Liftable connector set, with air to be understood - comprising a connector and a lifting device that can be detachably detachable to the connector, the connector comprising a hollow body having a generally T-shaped opening in a first hollow body end; and the lifting device comprising a lifting device body having a generally T-shaped latching device at one latching end of the lifting device for engaging the T-shaped opening and being slidably movable from a first disengagement position for a second engagement position in the T-shaped opening, and a block coupled to the body of the lifting device and movable sliding from a first disengaged position to the second engaged position, the block being in the second engaged position engages the T-shaped opening with the T-shaped coupling device in the second position and prevents movement of the T-shaped coupling device to the first position.
[8]
8. Liftable connector assembly according to claim 7, characterized by the fact that it has a ferrule at the distal end of the lifting device body and adapted to receive the device for lifting the lifting connector assembly.
[9]
9. Liftable connector assembly, according to claims 7 or 8, in that it additionally comprises a guide subject to guide the sliding movement of the block from the first disengaged position. for the second engaged position,
[10]
Lifting connector assembly according to claims 7 to 9, characterized by the fact that the connector is the upper connector defined in any one of claims 1 to 6.
[11]
11. Set of liftable structure, characterized by understanding:
at least one pair of beams having an upper end and a lower end;
stringers attached to the at least pair of beams that form one. liftable structure;
a plurality of first lifting blocks fixed releasably at the upper ends of the beams and movable unreadable from a first position to a second position on the beams when released;
load support cables coupled to the plurality of first lifting blocks;
a plurality of second lifting blocks releasably attached to the lower end of the beams and slidably movable from the first position to the second, position of the beams when released; and a set of lift connectors coupled to the plurality of seconds, lifting blocks at one end of the lift connector set and to a modular structure unit at the other end of the lift connector set.
[12]
12. Lifting structure assembly, according to claim 11, characterized by the fact that the beams have openings adapted to fix the lifting blocks to the beam.
[13]
Liftable structure assembly according to claim 11 or 12, characterized by the fact that the liftable connector is as defined in any one of claims 7 to 10.
[14]
14. Liftable structure assembly according to claims 11 to 13, characterized in that the liftable connector is coupled to the connector assembly as defined in any one of claims 1 to 6, and the connector assembly is fixed to a modular structure unit.
[15]
15. System, units of modular structures to form a modular building, carncterizqdq for understanding:
- a first unit of modular structure having a first end coupled to a lower connector;
- a second unit of modular structure having a first end coupled to a super connector; and
- the upper and lower connectors being coupled and sandwiching a reinforcement plate, the upper connector, the lower connector and the. reinforcement plate are as defined in any one of claims 1 to 6.
[16]
16, System for the coupling of units of adjacent modular structures for the formation of a modular building, characterized by understanding:
- a first unit of modular structure having a first end of the. first structure unit, modular coupled to. a connector from. first, modular structure unit;
~ a second modular structure unit positioned adjacent to the first modular structure unit and having a first end of the second modular structure unit having a connector of the second modular structure unit; and ~ a floor section having pedestals attached to. a slab, the pedestals having an opening adapted to couple the pedestals to the first and second connectors of the first and second units of modular structures; and the connectors of the first and second modular structure units are one of the upper or lower connectors as defined in. claim 1, and having a hole in the hollow body adapted to receive and couple the pedestals.
[17]
17. System for vertically and horizontally joining units of modular structures for the formation of a modular building, ç & gaet.eyi «a <3to because it comprises the system as defined in claims 15 and 16.
[18]
18. Method for coupling units of modular structures to form a modular building, characterized by understanding;
- attach a lower connector to a first end of the first modular unit;
~ coupling an upper connector to a first end of the second modular unit; and ~ sandwiching a reinforcement plate and attaching the upper and lower connectors to form the units. modular structures, the upper connector, the lower connector and the reinforcement plate being as defined in any one of claims 1 to 6.
[19]
19. Method for assembling a modular unit, characterized by comprising:
- coupling the components of one end of the modular unit to a first adjustable device, the first adjustable device having a mesh establishing the dimensions of the end of the modular unit:
- coupling the components of a second end of the modular unit to a second adjustable device, the second adjustable device having a mesh establishing the dimensions of the second end of the modular unit; and ~ coupling one end of the module to the second end of the module to form the modular unit.
[20]
20. Method for the manufacture and connection of outer columns of modular structures, the columns having a cross section generally C-shaped, having a face and arms extending from the face, the cay & cfcerigao method by understanding
- coupling a column face of a first modular unit to a column of a second module and having the arms of the first column extending away from the arms of the second column.
[21]
21. Method »according to. claim 20, characterized by the fact that the first column is fixed to the second column, using fastening elements.
[22]
22. Method of sealing a first modular unit to a second modular unit or structure, the first modular unit and the second modular unit or structure, each having a channel, the channel in the first modular unit having an extensible alignment device and coupling all positioned to engage a complementary alignment device positioned in the channel of the second unit or modular structure, the method used to comprise:
- coupling the first modular unit to the second unit or modular structure;
align the channel on the first modular unit with the channel on. second unit or modular structure; and
- extend the extendable alignment device and the coupling device from a disengaged position to an engaged position to engage and couple the complementary alignment and coupling device ·.
[23]
23, Method according to claim 22, characterized by the fact that the complementary alignment and coupling device is also extendable from an unexxated position to a position engaged in the channel of the second unit or modular structure.
[24]
24, Method, according to claim 22 or 23, characterized by the fact that the extensible alignment and coupling device comprises:
- a support element positioned χϊο channel in the first unit, modular; and
- an actuator coupled to the support element and adapted to drive a toothed connector from the disengaged position to the engaged position.
[25]
25, unit of modular structure, characterized by comprising the upper connector and the lower connector, as defined in any one of claims 1 to 6.
[26]
26. Building, characterized by comprising the modular structure unit as defined in. claim 25 or the connector set as defined in any one of claims 1 to 6.
[27]
27. Jig system for forming a set of floor, ceiling or wall, the jig system characterized by comprising;
a structure having a plurality of localizing blocks positioned in the structure to define the edges of the perimeter of the set, each of the locating blocks being adapted to be coupled to a connector A ⁰ set;
a plurality of buttons positioned next to the locating blocks and adapted to engage and ensure proper alignment of the assembly connector ·; and a plurality of pins adapted to contact, a plurality of perimeter beams of the set to define the perimeter of the set »
[28]
28. Jig system according to claim 27, characterized by the fact that it additionally comprises a plurality of intermediate pins positioned to define a mesh to position the intermediate beams of the assembly.
23. Template system for the formation of a modular structure, the system characterized by understood *;
11/11 a plurality of beams and columns, each column coupling a first beam was a first column end and a second beam at a second column end, the column being slidably movable from a first column position to a second pillar position and detachable to the beam; and a locating pillar coupled to the pillar;
a first wall fixed to the local pillar and having an opening to be connected to a connector of a floor set; and a second wall attached to the locating pillar and having an opening to couple with a beam or column of a wall joint, and the second wall being positioned to allow the beam or column to be aligned with the connector,

类似技术:

---

公开号 | 公开日 | 专利标题

---

BR112015020099A2|2020-02-27|modular building units and their construction and transportation methods.

---

US20210180311A1|2021-06-17|Structural modular building connector

---

CN108291397B|2022-02-25|Connector for modular building

---

CN107532418B|2020-01-24|Connector for modular building structures

---

AU2016308775B2|2022-02-24|Connector for a modular building

---

JP7022688B2|2022-02-18|Modular building connector

同族专利:

---

公开号 | 公开日

---

CN105283609B|2018-06-12|

---

CN105283609A|2016-01-27|

---

JP2016513192A|2016-05-12|

---

WO2014127472A1|2014-08-28|

---

JP6441240B2|2018-12-26|

---

AU2014221181B2|2018-03-15|

---

AU2014221181A1|2015-10-15|

---

MX2015010800A|2016-05-31|

---

AU2018204197B2|2020-07-30|

---

SG11201506504WA|2015-09-29|

---

SG10201610543QA|2017-02-27|

---

AU2020260531A1|2020-11-26|

---

EP2959067A1|2015-12-30|

---

CN108360683B|2021-07-06|

---

EP2959067A4|2017-02-22|

---

US9458619B2|2016-10-04|

---

KR20210022771A|2021-03-03|

---

JP6728309B2|2020-07-22|

---

AU2018204197A1|2018-07-05|

---

KR102220483B1|2021-02-25|

---

US20160002909A1|2016-01-07|

---

JP2019052534A|2019-04-04|

---

CA2901755A1|2014-08-28|

---

US20170002559A1|2017-01-05|

---

KR20150121134A|2015-10-28|

---

CN108360683A|2018-08-03|

引用文献:

---

公开号 | 申请日 | 公开日 | 申请人 | 专利标题

---

---

US946423A|1909-03-01|1910-01-11|Charles P Mcdougall|Furniture-clamp.|

---

US3824750A|1971-12-01|1974-07-23|A Antoniou|Column connector system|

---

JPS5143286B2|1972-09-08|1976-11-20|

---

US3973855A|1975-04-30|1976-08-10|Edwin Florence, Limited|Connecting device for panels and tubes|

---

JPS5294009U|1976-01-11|1977-07-14|

---

JPS6231604U|1985-08-08|1987-02-25|

---

DD249688A1|1986-06-05|1987-09-16|Polygraph Leipzig|LAST SUPPORT FACILITY|

---

US4726701A|1986-06-19|1988-02-23|Thomas Olivier A|Modular shelf assembly|

---

CN86105512A|1986-07-29|1988-02-10|基尔格伦有限公司|Assembly parts|

---

US4910932A|1987-01-05|1990-03-27|Honigman Michael L|Modular building system|

---

US5127759A|1989-04-20|1992-07-07|Orbom Eric W|Continuous connector|

---

JPH0819719B2|1990-02-07|1996-02-28|ミサワホーム株式会社|Connecting plates for housing units|

---

JP3053241B2|1991-02-16|2000-06-19|ミサワホーム株式会社|Panel manufacturing method|

---

US5414918A|1992-08-17|1995-05-16|High Tech Housing Systems, Inc.|Portable framing jig|

---

JPH07243239A|1994-03-08|1995-09-19|Misawa Homes Co Ltd|Building unit frame|

---

US5516225A|1994-05-04|1996-05-14|Kvols; Kevin|Corner connector and molding therefor|

---

CA2139051A1|1994-12-23|1996-06-24|George Pantev|Connecting mechanism for tubular frame elements|

---

JP3014203U|1995-02-01|1995-08-08|ミサワホーム株式会社|Building unit connection structure|

---

DE19517785C2|1995-05-15|1999-02-18|Ea Metallbau Gmbh|Mobile home|

---

US5590974A|1995-05-30|1997-01-07|Yang; Tian-Show|Assembling connector structure|

---

DE19529270C1|1995-08-09|1996-10-02|Schroff Gmbh|Corner connector for hollow profile appts housing frame|

---

JPH09194179A|1996-01-16|1997-07-29|Asahi Chem Ind Co Ltd|Unit hoisting device|

---

IT1284894B1|1996-09-30|1998-05-28|Sergio Zambelli|DEVICE FOR LIFTING PREFABRICATED PRODUCTS IN PARTICULAR CONCRETE OR SIMILAR|

---

JPH10245929A|1997-03-07|1998-09-14|Sekisui Chem Co Ltd|Wall panel, building unit and building unit suspending method|

---

WO1999002071A1|1997-07-07|1999-01-21|Lukas Fischer, Chamäleon Design|Set of construction elements for furniture|

---

US5904437A|1997-07-10|1999-05-18|Allen; Stuart Vernon|Connector for square or rectangular structural tubing|

---

US6247869B1|1997-11-05|2001-06-19|Ultra Lite Products, Inc.|Tubing connector|

---

CN2355017Y|1998-05-01|1999-12-22|苑新堂|Detachable multifunctional barracks|

---

US6062761A|1998-05-01|2000-05-16|Allen; Stuart Vernon|Connector for square or rectangular structural tubing|

---

US6390719B1|2000-02-29|2002-05-21|Chun Jin Co., Ltd.|Joint of a supporting frame|

---

DE10045539A1|2000-09-13|2002-03-21|Halfen Gmbh & Co Kg|Connection part for mounting rails|

---

US20060112657A1|2002-02-18|2006-06-01|Abbot-Wilcox Philippe A|Construction system|

---

US7334377B2|2003-08-14|2008-02-26|Johnson Controls Technology Company|Raceway construction for an air handing unit|

---

ITBO20030764A1|2003-12-19|2005-06-20|Ferrari Spa|METAL FRAME CONSISTS OF THE UNION OF A PLURALITY OF EXTRUDED ELEMENTS AND METHOD FOR ITS REALIZATION|

---

US8695310B2|2005-03-18|2014-04-15|3088-7418 Quebec Inc.|Modular building structure|

---

AU2006202073A1|2005-05-19|2006-12-14|Makulbek Pty Ltd|Modular building frame|

---

US7883288B2|2007-09-28|2011-02-08|Minnis & Samson Pty, Ltd.|Connector|

---

US20090307994A1|2008-06-13|2009-12-17|Veristeel, Inc.|Module with moment frame and composite panels for a building structure|

---

US8627632B2|2008-08-29|2014-01-14|Werner Extrusion Solutions LLC|Node, apparatus, system and method regarding a frame support for solar mirrors|

---

WO2012113549A1|2011-02-25|2012-08-30|C E S Control Enclosure Systems Gmbh|Corner connector for hollow profiles|

---

AU2012234909A1|2011-03-30|2013-11-14|Blue Arc Australia Pty Ltd|Building system|

---

US20130045042A1|2011-08-19|2013-02-21|Stuart A. Ohlson|Multi-Directional Structural Joint|

---

DE102011117259A1|2011-10-27|2013-05-02|C E S Control Enclosure Systems Gmbh|Eckverstärkungseinsatz|

---

CN202559534U|2012-03-30|2012-11-28|浙江致远钢结构工程有限公司|Novel steel structure clamping device|

---

US8671644B2|2012-05-21|2014-03-18|Tsung-Chieh Huang|Supporting frame|

---

CN202730957U|2012-06-14|2013-02-13|苏州天地彩钢制造有限公司|Combinable box type house|

---

CN202690600U|2012-06-14|2013-01-23|昆山维金五金制品有限公司|Lower connecting member|

---

AU2012244116B1|2012-07-04|2013-03-21|Systems Pty Ltd|Building system and panel for a building system|

---

US9121433B1|2013-04-14|2015-09-01|Hilton Raymond Bacon|Joining elements for channelled structural members|

---

CN203361354U|2013-07-08|2013-12-25|山东中通钢构建筑股份有限公司|Beam column pitch point connecting device|

---

CN203403534U|2013-07-12|2014-01-22|宁波华星钢构股份有限公司|Novel steel structural beam column connecting piece|US20160319534A1|2013-12-16|2016-11-03|Marcio BERNARDO|Reversible module co-ordination system for buildings|

---

SG10201900884SA|2014-04-30|2019-02-27|Julian Bowron|Structural Modular Building Connector|

---

US9441359B1|2015-01-13|2016-09-13|Tommy Hsieh|Structurally independent frame for component based multi-unit buildings|

---

CA2982618A1|2015-04-15|2016-10-20|Vectorbloc Corp.|Connector for modular building structure|

---

LT6370B|2015-06-10|2017-03-10|Uab Aldrea|Beam component for use in technical construction, construction kit and method of connecting beam components|

---

KR20180040609A|2015-08-14|2018-04-20|벡터블록 코포레이션|Connectors for modular buildings|

---

DE102015216133A1|2015-08-24|2017-03-02|Kramer Gmbh|WohnModul|

---

CN105369898B|2015-08-25|2017-10-13|河南奥斯派克科技有限公司|Thin-wall channel assembled house based on BIM|

---

CA167636S|2016-03-18|2017-05-31|Vectorbloc Corp|Structural modular building connector|

---

CN105805123B|2016-04-25|2017-10-20|中车青岛四方车辆研究所有限公司|The module frame structure of tapered cup nut connection|

---

US20180058060A1|2016-08-29|2018-03-01|Solar Turbines Incorporated|Modular compression plant|

---

WO2018057761A1|2016-09-21|2018-03-29|Skyrise Global, Llc|Structure and method of making the same|

---

CN106759864A|2016-11-23|2017-05-31|广州电力机车有限公司|A kind of modularization steel house|

---

CN106759863A|2016-11-23|2017-05-31|广州电力机车有限公司|A kind of modularization steel house frame structure|

---

SG10201610522WA|2016-12-15|2018-07-30|Cs Corp Pte Ltd|Modular Building Unit, Modular Building And Method Of Assembling Thereof|

---

SG11201906602SA|2017-01-19|2019-08-27|Vectorbloc Corp|Modular building connector|

---

EP3366853B1|2017-02-24|2020-04-22|New World China Land Limited|Prefabricated structural system and assembling method thereof|

---

GB2564084A|2017-05-05|2019-01-09|Mhi Modern Homes Ireland Ltd|A prefabricated house|

---

EP3635187B1|2017-06-09|2021-12-01|Spanminx Limited|A structural module and a tie for the structural module|

---

WO2019023604A1|2017-07-27|2019-01-31|Randall Miller|Prefabricated modular buildings|

---

KR101970404B1|2017-09-25|2019-08-13|노태길|Module assembly type prefabricated house|

---

US20190136504A1|2017-11-08|2019-05-09|Modular Steel Solutions, LLC|Apparatus and systems related to modular construction|

---

CN107893481B|2017-12-21|2019-03-15|青岛理工大学|With the full assembly steel frame structural system for restoring function|

---

US20190284795A1|2018-03-14|2019-09-19|Andy Vanaman|Modular Egress System|

---

CH714909A1|2018-04-17|2019-10-31|Ustinov Igor|Building system of a module of a building.|

---

CN108560753B|2018-04-20|2019-11-01|青岛理工大学|Assembled intelligent node and installation method with particle damping shrinkage energy|

---

SG11202011947QA|2018-06-01|2020-12-30|Csr Building Products Ltd|Connection system|

---

US10640968B2|2018-06-21|2020-05-05|Thomas Joseph Teffenhart, JR.|System and method having an improved beam and beam coupling system|

---

USD919420S1|2018-06-21|2021-05-18|Thomas Joseph Teffenhart, JR.|Corner coupler|

---

KR102181525B1|2018-07-04|2020-11-20|김진우|Multi floor tower type fusion Hanok framework made of steel beam|

---

US11236505B2|2019-05-15|2022-02-01|Cover Technologies, Inc.|Panelized structural building system|

---

US10907342B1|2020-02-07|2021-02-02|Assembly OSM, Inc.|Connection node for modular building structures|

---

CN111927854A|2020-07-29|2020-11-13|江苏新盈装配建筑科技有限公司|Connecting component for building|

---

CN112095786A|2020-08-10|2020-12-18|中建集成建筑有限公司|Tubular grouting shear-resistant connection node structure between modules and construction method thereof|

---

CN112095784A|2020-08-10|2020-12-18|中建集成建筑有限公司|Bar type grouting shear-resistant connection node structure between modules and construction method thereof|

---

CN112012355A|2020-08-24|2020-12-01|信隆工程有限公司|Node connection structure and modular building|

---

CN112095810A|2020-09-11|2020-12-18|浙江普天集成房屋有限公司|Prefabricated house connecting piece system|

---

CN112112272A|2020-10-21|2020-12-22|西南科技大学|Full-assembly type square steel pipe beam column connecting node and construction method|

---

CN113233309B|2021-07-14|2021-09-17|新乡职业技术学院|Hoisting equipment for assembly type building construction|

法律状态:
2020-05-12| B25A| Requested transfer of rights approved|Owner name: Z-MODULAR HOLDING , INC. (US) |

---

2020-06-09| B06U| Preliminary requirement: requests with searches performed by other patent offices: procedure suspended [chapter 6.21 patent gazette]|

---

2021-10-13| B350| Update of information on the portal [chapter 15.35 patent gazette]|

---

2021-10-26| B07A| Application suspended after technical examination (opinion) [chapter 7.1 patent gazette]|

优先权:

---

申请号 | 申请日 | 专利标题

---

US201361768328P| true| 2013-02-22|2013-02-22|

---

US201361837451P| true| 2013-06-20|2013-06-20|

---

US201461935992P| true| 2014-02-05|2014-02-05|

---

PCT/CA2014/050110|WO2014127472A1|2013-02-22|2014-02-18|Modular building units, and methods of constructing and transporting same|

---