• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The invention relates to a building system for utility construction, for instance a school building. The utility building is constructed from prefabricated modules with a load-bearing construction of wood, each of which defines a spatial cell. The wood used for the load-bearing structure is solid and laminated, and preferably 10 coniferous wood. The invention also relates to a hoisting cage which has many applications for safely coupling a hoisting load to a hoisting member, such as a hoisting hook, such as the module disclosed herein.
    公开号:NL2028385A
    申请号:NL2028385
    申请日:2021-06-03
    公开日:2021-09-10
    发明作者:Sturris Wim
    申请人:Volkerwessels Intellectuele Eigendom Bv；
    IPC主号:
    专利说明:

    Building system with wooden prefab modules.
    The invention relates to a building system for utility construction, for example a school building. The utility building is constructed from prefabricated modules with a load-bearing construction of wood, each of which defines a spatial cell (also called: box or box). The wood used for the load-bearing structure is solid (such as beams and beams) and/or laminated (such as plywood or OSB or HSB) and preferably coniferous wood.
    The invention also relates to a hoisting cage which has many applications for safely coupling a hoisting load to a hoisting member, such as a hoisting hook, such as the module disclosed herein.
    fig. 1-4 and 26-30 and 33 + 34 give a general idea of an example of the modules 16, 17 and the application.
    The modules are applied next to each other, one behind the other and/or stacked on top of each other, so that two or more floors can be realized. Two or more modules next to and/or behind each other form a living space, for example a classroom or hall or auditorium.
    A module preferably has a rectangular base, a floor plate (e.g. laminated wood base) and supporting columns extending upwards from the floor (e.g. solid wood) supporting the ceiling plate (e.g. laminated wood base) of the module to wear.
    For example, one or more of the following applies: The ceiling plate of a module is supported by a minimum of four supporting columns that are spaced at least 2 meters apart and form the corner points of a rectangle with a width equal to the module width and a length of at least 6 meters. The floor plate rests on itself with its four edges, extending thereunder from one supporting column to the other and fixed thereto floor girders. The ceiling plate rests with its four edges on ledges projecting inwardly from the inside of ceiling beams extending from one supporting column to the other and fixed thereto, the ridges being located at a level between the bottom and top of the ceiling beams, at preferably about half way in between. Seen in top view, the floor beams and ceiling beams respectively form the four sides of a rectangle of which the supporting columns form the corner points. On the floor slab there is a layer of initially form-free, cured stone-like material, such as mineral cement-bound stone granules, for example poured concrete, preferably of a reinforced type.
    The distance between two close, parallel floor resp. ceiling beams is, for example, bridged by cross beams anchored to the beams (visible in e.g. fig. 26, 32, 33, 34) which also carry the loft or ceiling plate and preferably have a mutual distance less than 1 or 1.5 or 2 and/or keep more than 0.1 or 0.2 or 0.4 meters and/or have a height at least 10 or 20% smaller than the beams. For example, the floor plate and/or ceiling plate is supported by a large number of at least three or four mutually parallel floor and/or ceiling plates extending in the length of the module. ceiling beams with a mutual spacing of at least 100 or 150 or 200 and/or at most 350 or 400 or 500 millimeters. For example, the two outer floor resp. ceiling beams fixed at their ends directly to supporting columns and/or the floor resp. ceiling beams in between with their ends attached directly to sleepers resp. end crossbeams bridging the distance between two supporting columns. For example, the height resp. the top and/or bottom side of the floor beams are equal resp. at the same level and/or equal to resp. level with that of the sleepers; and/or the height resp. is the top or bottom of the ceiling beams flush or at the same level and/or equal to resp. level with that of the end cross members.
    For example, the two outer floor girders and the two cross girders, optionally with two or more corners between them, provide supporting columns; and/or the two outer ceiling beams and the two end cross beams; a rectangular landscape frame, preferably with each of the four sides of equal height. For example, the appearance of the ceiling could be as follows, viewed from below: longitudinal beams extending in the length of the modules and transverse beams bridging these longitudinal beams and a solid sheeting resting on the cross beams, whereby the underside of the longitudinal beams, for example at least 5 centimetre, below the underside of the cross beams and where the cross beams and the plating are completely covered by a continuous fire-resistant and/or sound-damping, preferably sprayed-on coating and preferably the longitudinal beams free of this coating and/or possibly the end cross beams with an underside level with the underside of the longitudinal beams and/or free of this coating.
    For example, seen from above, the module contains three supporting columns on both long sides, with a corner supporting column at the four extreme corners and between and at a distance of at least 50 or 100 centimeters from the corner supporting columns an intermediate supporting column that preferably has at least 1 or 2 meters closer to one of the two associated corner support columns, e.g. a maximum of 1.5 or 2 or 2.5 meters away from it.
    For example, an upper module rests with its underside on the ceiling beams, possibly only the two outer ceiling beams, and possibly on one end cross beam, of the module vertically directly below.
    For example, a module is between 7.5 and 10 meters long, between 2 and 3 meters wide and/or between 2.5 and 4 meters high. All four sides are open, in other words: side walls are missing, possibly a limited number of modules are equipped with a wind bracing, arranged in the vertical plane of one side and/or end side. After all modules have been installed, the outer wall of the building is placed. The modules are optionally equipped with a facade section with glazing, for example, on one or both ends.
    At least five modules are placed next to each other on each floor, as a rule at least ten modules are next to each other. Modules stacked on top of each other are, for example, staggered in the longitudinal direction over a distance of, for example, at least 1 metre. For example, the supporting columns of modules stacked on top of each other are in line. The modules are uniform in shape and identical in size (a minor number of modules, for example applied to a floor, may have a different length). For example, in a stack, the modules in one layer have a longitudinal orientation rotated 130 degrees relative to the next layer of modules stacked on top of it.
    The module preferably contains an extension with which its length is increased, which extension contains at least two supporting columns, which are preferably designed at least 10 or 20% less strong and/or thinner than the supporting columns of the basic part of the module, so that the extended module is at least contains six supporting columns. In the extended part, the ceiling beams are preferably tapered on the ceiling side and/or the roof is recessed relative to the base part. This rejuvenation/floor provides space for technology, such as air ducts and/or cable ducts (see e.g. fig. 35-38) or water drainage on the flat roof (see e.g. fig. 39-40).
    In the case of the ceiling, for example the roof of the module, the ceiling beams and/or end cross beams preferably protrude above the ceiling or roof surface, preferably at least 30 millimeters, whereby the ceiling or roof surface is, for example, formed by a constructive plate, such as OSB , or the top surface of the thermal insulation package on top of the roof, such that the completed flat roof of the building, for example, exhibits a profiling provided by the ceiling beams. Preferably, this profiling comprises mutually parallel, upwardly projecting ribs (formed by the top of the beams) with an interspace the width of the modules, and between them flat roof parts that connect to the foot of the ribs. As a result, a watertight roof covering can be guaranteed better and for a longer period of time. This profiling is also favorable in a stack of modules and provides space between the top of the lower module and the bottom of the module above, for example for air ducts. The eaves are preferably raised, e.g. provided by the end crossbeams.
    For example, one or more of the following applies: a ceiling joist and/or end joist rests on a minimum of 1 or 2 or all associated support columns (e.g. detail 21, 22 or 23); on a floor girder and/or cross girder rests at least 1 or 2 or all associated supporting columns (eg detail 2 or 4); the ceiling beams protrude, e.g. at least 2 or 5 or 10 centimeters below the underside of the crossbeams (e.g. fig. 31 or 33); a minimum of two or four supporting columns extend continuously to or beyond the underside of associated floor beams and sleepers, e.g. minimum 2 or 5 centimeters (e.g. detail 1 or 3 or 5 or 6); a floor beam is enclosed between a supporting column above it and a supporting foot located vertically below the supporting column below {e.g. detail 2 or 4); two beams/beams coming together in a corner of the module (e.g. a ceiling beam and associated end cross beam or a floor beam and associated cross beam) connect to each other via a supporting column (e.g. detail 1 or 3 or 5 or 6) ; xx 41 shows the roof on the side opposite the side (shown in FIGS. 39-40) equipped with the gutter. In Fig. 41 it can be seen that the ribs projecting upwards from the roof surface closely adjoin the raised roof edge extending transversely thereto, so that the rainwater on this side remains enclosed between the ribs.
    Preferably, when stacked, the extension of the modules in one layer protrudes, preferably completely, beyond the modules in the next layer below or above it (see e.g. Fig. 29). Relevant prior art discloses, for example, EP2543783A1, EP2617912B1, GB1455300A, WO2013110617A1, and wo2017193179A1.
    The object of the invention is an improved construction system of the type described in the introduction, for example a dimensional tolerance of maximum 10 millimeters in the positioning of modules placed next to each other. This means that considerable savings can be made on the amount of sealant that must be used to connect the modules to each other in a cracking way.
    To this end, one or more of the following improvements are proposed: special lifting device; notches for electricity pipe + HWA (gutters) or air ducts; ceiling recess for lighting; coupling horizontal &vertical; details 01-06 + 11-16 + 21-23 {see attached drawing); detailing angle/profile along poured concrete floor; prefab poured concrete floor.
    LIFTING DEVICE (see especially fig. 23 and 24 as an example) The lifting device is a metal part and is anchored to the module by mechanical fasteners and has, for example, an upwardly projecting ball head anchor, or other point of application for the lifting cable, which can be temporarily hooked to the lifting cable of the crane. For example, the ball-head anchor is located halfway the length of a metal strip with a maximum length of 400 millimeters, which has a bolt hole on both sides (in the longitudinal direction). The bolt holes are placed on studs that protrude from a wooden support column or module ceiling beam and are anchored by screwing nuts onto the studs. The metal strip may be recessed mounted, optionally the local recess for this in the supporting column or ceiling beam is equipped with a wall of sheet metal, for example provided by a bent plate (see fig. 17,
    18 and 19 as an example). The spherical head anchor, for example, projects with its shank into a wide hole in the metal strip and has a base plate with a diameter considerably larger than the hole. The foot plate has a conical shape on the side facing the strip so that the shaft is automatically centered in the hole. For example, the base plate is welded to the strip around the hole (a3-10 in Figs. 23 and 24) at four equally angular distances at its radially outer circumferential edge. An alternative is conceivable for the ball head. The ball head can be hooked on by a ball head hook (see fig. 46) on the hoist.
    NOTICES FOR ELECTRICAL LINES (see especially fig. 12, 13, 15, 17, 18, 19, 20 and 23 as an example) A beam, especially ceiling beam, and/or supporting column has on its outward facing side which will be turned to an adjacent module, a notch running in the longitudinal direction of the beam/column at a distance from the longitudinal edges associated with that side.
    Thus, in the case of modules placed against each other in the building, this recess forms an elongated channel for the reception of pipes, for example for electricity, for example because the beams/columns of two modules placed against each other form a composite beam/column with an internal channel provided by the notch . In other words, the modules are equipped on their two opposite sides with the halves of beams/columns, whereby the halves of modules placed against each other fit on top of each other and touch each other directly or to a gap of maximum 10 or 20 or 30 millimeters approach and thus form the complete beams/columns. This improves production and appearance. CEILING CUTTING FOR LIGHTING (see especially fig. 23, 31 + 32 as an example) The longitudinal beam has an edge recess (see number 12 in fig. 23) along its length so that when two modules are placed against each other, a channel open along its length towards the bottom is created in which an elongated lighting, such as fluorescent tube or LED strip, can be installed recessed in the bottom surface of the longitudinal beam. At its end, this edge recess merges into a notch (see the paragraph immediately above) so that the power wire for the lighting is concealed invisibly. GUTTERS FOR GUTTERS/AIR CHANNELS and CABLE TRAYS (see especially fig. 12, 15, 18 and 19, 35-40 as an example) The ceiling beam is locally lowered at least 5 or 10 centimeters at its top to, for example, the level of the ceiling plate to fit into the roof covering to apply a profile that functions as a gutter for rainwater (indicated by an arrow in the relevant drawing) or provides space for air ducts and cable ducts.
    It can be seen from e.g. Figs. 20, 26, 28, 29, 30 and 37 that of the upper and/or lower modules in a two-storey building the columns below resp. project from the top of the modules so that sufficient space is provided between the two stacked modules for ventilation ducts for the living spaces.
    COUPLING HORIZONTAL & VERTICAL (see especially fig. 20, 21 and 22 as an example) This improvement is especially applicable when stacking modules. The e.g. hoisting device is placed on threaded ends that end at a level above the top of the e.g. ball-head anchor (see fig. 22A), a first plate-shaped acoustic decoupling is placed on the hoisting device with holes through which the threaded ends protrude (see fig. 22B). , on top of which a coupling plate (see fig.
    220) with holes for the threaded ends to pass through, on top of which a second plate-shaped acoustic decoupling is placed (see fig. 22D) with holes for the threaded ends to pass through, on top of which conical projections are placed (see fig. 22E) each with a hole that is on a respective one of the ends of the threaded ends projecting above the second plate-shaped acoustic decoupling. The cone-shaped projections insert into viewfinders on the underside of the support column (see fig.
    21} of the module to be stacked.
    Details 01-06 + 11-16 + 21-23 (see fig. 5-19 as an example) One or more of the following applies: The floor slab is on top of the top of the floor beams; the supporting column stands on top of the floor slab; threaded ends projecting downwards from the underside of the support column are passed through the floor girders and project below the underside of the floor girders; a metal support foot (also called: shoe) is fixed with nuts on the end of the threaded rods projecting downwards from the underside of the floor beam; the floor plate and the floor beam are enclosed between the support foot and the supporting column; alternatively, the support column extends to the underside of the floor beam and the support foot is mounted directly against the underside of the support column; the metal shoe for the bracing strip is fixed with at least two or three threaded ends that each protrude up and down from the top and bottom respectively of the floor beam on which the shoe is mounted, locking nuts are screwed onto the projecting ends of these threaded ends; the metal shoe for the wind bracing strip (e.g. Willems wind bracing) is fixed with at least two or three threaded rods, each protruding forwards and backwards from the front and rear respectively of the support column against which the shoe is mounted, on the protruding ends of these threaded ends locking nuts screwed.
    CORNER LINE/PROFILE DETAILS ALONG CAST CONCRETE FLOOR (see Fig. 25 as an example).
    A metal angle line forms the lost formwork for the poured concrete floor and is fixed with screws on the top surface of the floor slab. The top edge of the upright leg of the angle line will be slightly lower than the top surface (dotted line in fig. 25) of the poured concrete floor. During the pouring of the poured concrete floor, a temporary profile of polymeric material is applied to the upper edge of the upright leg of the angle line, which does not adhere or adheres poorly to the poured concrete. This profile is removed after sufficient curing of the cast concrete. The poured concrete connects via a facet edge to the top edge of the upright leg of the corner line.
    PREFAB CAST CONCRETE FLOOR (see fig. 42 as an example).
    Preferably a module-wide, three-part prefab floor plate with a thickness of preferably a minimum of 50 and a maximum of 100, such as 70, millimetres, of two substantially symmetrical, rectangular parts, each half the length of the base part of the module, for example 3.6 metres, and with edge recesses in the corners facing away from each other to provide a close-fitting space for the columns, and one rectangular part, at least 50% shorter, with the length of the extension, for example 1.2 meters, and on the outside of the module corners edge cut-outs to provide a snug fit for the columns of the extension.
    LIFTING CAGE (see fig. 43-45 as an example).
    The hoisting cage is designed to be collapsible in length, width and/or height and comprises for instance two mutually parallel longitudinal girders with telescoping extendable ends and two cross girders of telescopically adjustable length, which keep the longitudinal girders at a distance from each other. Seen in plan view, these four beams provide a rectangular, flat and frame-shaped supporting frame, to the four corner points of which a 4-jug is fixed. The sleepers are equipped with hydraulic cylinders that allow the length of the cables of the 4-jug to be adjusted individually or in pairs, for leveling the support frame. This supporting frame carries a telescopic collapsible work cage with fall-through edge protection located on its underside, for instance designed as a gate, handrail or railing, with a closable, for instance pivoting, entrance gate. The work cage has support feet at the bottom with which the hoist cage can rest loosely on the top surface of a hoisting load (for example a module). The support feet each provide a support surface on the underside, for example with sides of at least 75 or 100 millimeters, for engagement with the top surface of the lifting load and all support surfaces are located in a common, horizontal plane (with a leveled work cage). When folding, the fall-through edge protection (for example, double railing) moves upwards with support feet towards the support frame, so that the height of the whole is reduced. A person can gain access to the work cage via the access gate in order to couple the supporting frame to resp. decoupling of the lifting load, e.g. by using lifting ropes equipped with ball head hooks. The support frame has provisions, for instance a hole pattern, for repositioning the lifting points, such as lifting cables, along the length of the longitudinal girders.
    The work cage can be folded in length and/or width, for instance mounted on both the fixed part of the carrier frame and the part that can be folded in length and/or width.
    To this end, the work cage contains, for example, parts that are telescoping in the length and/or width. The work cage contains at least two or three or four or five or six support feet on each longitudinal side, for instance at least two or three or four on a fixed part and/or at least one on a collapsible, for example telescoping, part, for example at the projecting end thereof. The support feet located on a longitudinal side keep a spacing of, for example, at least 0.5 metres, for example, two support feet have a small spacing of, for example, at least 0.5 metres, and on one or both sides thereof there is a further support foot at a minimum of 10 or 20 metres. % larger spacing of, for example, at least 1 or 1.5 metres.
    The work cage, lifting cage, support frame and/or module is symmetrical or mirror symmetrical, for example double symmetrical.
    The figures serve as examples and are not limiting. fig. 47-55 show a close up perspective view of the details indicated in Fig. 4, respectively: 03/05, 02/04, 01/06, 21/23, 12/15, 11/16, 13, 22 and 14.
    The features disclosed herein can be individually taken together in any other conceivable combination and permutation to provide an alternative of the invention. Also included are technical equivalents and genuses or generalizations of the disclosed measures. A measure of an example is also generally applicable within the scope of the invention. A feature disclosed herein, e.g. of an example, can readily be generalized for inclusion in a general definition of the invention, e.g. found in a patent claim.
    Meaning of the reference numbers in the drawing: ball head hook 5; stop lip 6; lifting eye 7; edge recess 12; rejuvenation in beam 15; bottom module 16; top module 17; ventilation duct 18; lifting rope 19; lifting device 21; ball head anchor 22; windbreak 23; angle 24; top surface of floor 25; temporary profile 26.
    The drawing shows in: fig. 5-19 each a view from above, from the side, from the front and a perspective; fig. 24 is a side and top view; fig. 28A an assembly of modules; fig. 30 is FIG. 29C enlarged. fig. 5-10 show details 01-06, respectively; pig. 11-16 show details 11-16, respectively; fig. 17-19 show details 21-23, respectively.
    权利要求:
    Claims (36)
    [1]
    1. Building, such as school building, which is constructed from wooden prefab modules with a load-bearing construction of wood, preferably coniferous wood, each of which defines a spatial cell (also called: box or box), in which the beams and girders of the load-bearing construction wood used is solid wood, while the wood used for the panels is laminated wood board material (such as plywood or OSB or HSB), — the modules (16, 17) are applied side by side and stacked on top of each other, so that two or more floors are realized, in which two or more modules directly next to each other form a living space, such as a classroom; - each module has a rectangular base, a laminated wood floor plate and solid wood supporting columns extending upwards from the floor and supporting the laminated wood ceiling plate of the module; — the ceiling plate of each module is supported by at least four supporting columns that are spaced at least 2 meters apart and, seen in plan view, form the corners of a rectangle with a width equal to the module width and a length of at least 6 meters.
    [2]
    The building of claim 1, the roof of the building is provided by the top of the top modules and the top of each top module comprises two mutually parallel and spaced ceiling beams running longitudinally of the module and supporting on top of the supporting columns and these ceiling beams carry the intermediate ceiling plate, the top of the ceiling plate being at least 10 centimeters below the top of the ceiling beams, except for a locally lowered longitudinal area (15) of the ceiling beams that have been lowered in this longitudinal area so that the upper side thereof is flush with the level of the top of the ceiling slab, whereby the ceiling beams projecting upwards above the ceiling slabs of the many upper modules provide parallel ribs projecting at least centimeters upward from the roof plane of the building between which are basin-shaped spaces, each delimited laterally by two parallel ribs, the bottom of which is provided by the watertight roof covering resting on the ceiling slabs, while the bottoms of these basin-shaped spaces merge laterally from the parallel ribs through the local recessed longitudinal regions (15) of the ceiling beams so that the upwardly projecting parallel ribs are locally interrupted (15) providing in the roof surface provided by the upper modules a gutter extending laterally on the parallel ribs over the local recessed longitudinal regions (15) of the ceiling beams for the drainage of rainwater that collects on the roof surface . (see fig. 18 + 26 + 39 + 40 + 41).
    [3]
    Building according to claim 2, at the ends of the ceiling beams of the upper modules there are end crossbeams which project a minimum of 30 millimeters above the roof plane and provide raised eaves and the eaves on one side of the building closely adjoins the transverse thereto ribs extending and projecting upwards from the roof surface, so that the rainwater on this side of the building remains confined between the ribs (see fig. 41), while the eaves on the opposite side of the building connect directly to the local reduced longitudinal area (15 ) of the ceiling beams running transversely thereto, so that the gutter provided by the local breaks (15) of the ribs adjoins and extends directly along this roof edge (see fig. 39 + 40).
    [4]
    4. Building according to claim 3, wherein, viewed from above, each upper module comprises three supporting columns on both long sides, namely: at the four extreme corners a corner supporting column and between and at a distance of at least 100 centimeters from the corner supporting columns an intermediate supporting column which is a maximum of 1.5 meters from one of the two associated corner supporting columns and the local lowered longitudinal area (15) of each ceiling beam, and thus the width of the gutter provided thereby, extends from the intermediate column to the maximum 1, Support column corner 5 meters away from it.
    (see fig. 26)
    [5]
    Building according to any one of claims 1-4, of the modules the ceiling beams protrude at least 30 millimeters above the ceiling plate, and the columns protrude below the modules and the top modules stand with the bottom of the columns on the ceiling beams of the modules immediately below, and in the thus formed interspace are air ducts (fig. 36-38).
    [6]
    A building according to any one of claims 1-5, the longitudinal beam comprises an edge recess (see numeral 12 in fig. 23) along its length so that when two modules are placed against each other, a channel open along its length towards the bottom is created in which an elongated lighting is formed in in the form of an LED strip recessed into the lower face of the longitudinal beam is installed.
    [7]
    A building according to any one of claims 1 to 6 of each module, a ceiling beam and supporting column having on its module-outside side facing an adjacent module, a recess extending longitudinally of the ceiling beam or column, respectively, at a distance from the longitudinal edges associated with said side, so that in the case of modules placed against each other in the building, said recess forms an elongated channel for the reception of electrical cables, because the beams/columns of two modules placed against each other form a composite beam/column with internal provided by the recess channel and the edge recess mentioned in claim 4 merges at its end into the notch so that the power wire for the lighting is concealed invisibly.
    [8]
    Building according to any one of claims 1-7, threaded ends protrude from the ceiling beams of the lower modules (see Fig. 22A) and placed a first plate-shaped acoustic decoupler with holes through which the threaded ends protrude (see Fig. 22B), thereon a coupling plate (see fig. 22C) with holes through which the threaded ends protrude, on top of which a second plate-shaped acoustic decoupling (see fig. 22D) with holes through which the threaded ends protrude, thereon conical projections (see fig. 20 + 22E} with each a hole punched at a respective one of the threaded ends projecting above the second plate-shaped acoustic decoupler and the conical projections project into viewfinders on the underside of the support column (see Fig. 21) of the module directly above it.
    [9]
    A building according to any one of claims 1-8, a metal hoist comprising an upwardly projecting ball head anchor which can be temporarily hooked to the ball head hook on the hoisting cable of a crane, the ball head anchor is located halfway through the length of a metal strip with a maximum length of 400 millimeters that has a bolt hole on both sides (in the longitudinal direction); the bolt holes are inserted on the studs mentioned in claim 6 and are anchored by nuts screwed onto the studs; the top of the ball-head anchor is at a level below the level of the top of the second plate-shaped acoustic decoupler (fig. 20 + 22).
    [10]
    A building according to any one of claims 1-9, a metal angle line forms the lost formwork for the poured concrete floor and is fixed with screws on the top surface of the floor slab; the upper edge of the upright leg of the angle line comes to lie slightly lower than the upper surface (dotted line in Fig. 25) of the poured concrete floor; during the pouring of the poured concrete floor, a temporary profile of polymeric material is arranged on the top edge of the upright leg of the angle line, which does not adhere or adheres poorly to the poured concrete; this profile is removed after sufficient curing of the poured concrete; the poured concrete connects via a facet edge to the top edge of the upright leg of the angle line (fig. 25).
    [11]
    11. Building as claimed in any of the claims 1-10, a module-wide, three-part prefab floor slab with a thickness of at least 50 and at most 100 millimeters, consisting of two substantially mirror-symmetrical, rectangular parts, each half the length of the base part of the module, and with Edge recesses facing away from each other to provide a close-fitting space for the columns, and one rectangular section, at least 50% shorter, the length of the extension, and edge recesses on the corners facing the outside of the module to provide a close-fitting space for the columns of the extension (fig. 42).
    [12]
    12. Building as claimed in any of the claims 1-11, - the floor plate of each module rests with its four edges on it extending underneath from one supporting column to the other and floor girders fixed thereto.
    [13]
    A building according to any one of claims 1-12, - the ceiling plate of each module rests with its four edges on ledges projecting inwardly from the inside of ceiling beams extending from one supporting column to the other and fixed thereto, the ridges extending from one supporting column to the other. are at a level approximately halfway between the top and bottom of the ceiling joists.
    [14]
    A building according to any one of claims 1-13,
    — the floor beams and ceiling beams respectively of each module form, in plan view, the four sides of a rectangle whose supporting columns form the corner points.
    [15]
    Building as claimed in any of the claims 1-14, - on the floor slab of each module there is a layer of initially form-free, cured stone-like material of cast concrete, of reinforced type.
    [16]
    A building according to any one of claims 1-15, - the distance between two adjacent, parallel floor and floor structures, respectively. ceiling beams of each module is bridged by cross beams anchored to the beams (visible in e.g. fig.
    26, 32, 33, 34) which also bear the floor or ceiling plate and maintain a mutual distance of less than 2 and more than 0.2 meters and have a height at least 20% smaller than the beams.
    [17]
    17. Building as claimed in any of the claims 1-16, of each module, the floor plate and ceiling plate are supported by a large number of at least three or four mutually parallel floor and ceiling rails extending in the length of the module. ceiling beams with a mutual spacing of at least 100 and at most 500 millimeters.
    [18]
    18. Building as claimed in any of the claims 1-17, - of each module, the two outermost floor and floor respectively.
    ceiling beams directly attached at their ends to supporting columns and the floor resp. ceiling beams in between with their ends attached directly to sleepers resp. end crossbeams bridging the distance between two supporting columns.
    [19]
    19. Building as claimed in any of the claims 1-18, of each module provide the two outer floor girders and the two cross girders, with supporting columns between them at two or more corners; and the two outer ceiling beams and the two end cross beams; a rectangular landscape frame, with each of the four sides of equal height.
    [20]
    20. Building according to any one of claims 1 to 19, - the appearance of the ceiling of each module, viewed from below, is as follows: longitudinal beams extending in the length of the modules and transverse beams bridging these longitudinal beams and a closed closed beam resting on the cross beams. plating, whereby the underside of the longitudinal girders, at least 5 centimetres, is located below the underside of the cross beams and where the cross beams and the plating are completely covered by a continuous fire-resistant and sound-damping, sprayed coating and the longitudinal girders are free from this coating and the ends transverse beams with an underside level with the underside of the longitudinal beams and free from this coating.
    [21]
    21. Building as claimed in any of the claims 1-20, - viewed from above, each module comprises three supporting columns on both long sides, with a corner supporting column at the four extreme corners and between and at a distance of at least 100 centimeters from the corner supporting columns an intermediate supporting column that is at least 1 meter closer to one of the two associated corner supporting columns, and a maximum of 2.5 meters away from it.
    [22]
    Building according to any one of claims 1-21, - the upper modules rest with their undersides on only the two outer ceiling beams, and on one end crossbeam, of the module vertically directly below them.
    [23]
    23. Building according to one of claims 1 to 22, - each module is between 7.5 and 10 meters long, between 2 and 3 meters wide and between 2.5 and 4 meters high.
    [24]
    24. Building according to one of claims 1-23, all four sides of each module are open, in other words: side walls and end walls are missing.
    [25]
    25. Building according to one of claims 1-24, - a limited number of modules is equipped with a wind bracing, arranged in the vertical plane of a side wall.
    [26]
    26. Building as claimed in any of the claims 1-25, - after all modules have been placed, the outer wall of the building has been placed.
    [27]
    27. Building as claimed in any of the claims 1-26, - per floor at least ten modules are located next to each other.
    [28]
    28. Building according to one of claims 1 to 27, - modules stacked on top of each other are staggered in the longitudinal direction over a distance of at least 1 metre.
    [29]
    29. Building according to one of claims 1 to 28, - the supporting columns of modules stacked on top of each other are in line.
    [30]
    A building according to any one of claims 1-23, - the modules are of uniform shape and of identical size.
    [31]
    31. Building according to any one of claims 1-30, - in a stack, the modules in one layer have a longitudinal orientation rotated 180 degrees with respect to the next layer of modules stacked on top of it.
    [32]
    32. Building according to one of claims 1 to 32, - each module contains an extension with which its length is increased, which extension comprises at least two supporting columns which are designed at least 20% thinner than the supporting columns of the basic part of the module, so that the extended module contains at least six supporting columns.
    [33]
    33. Building according to claim 32, - in the extended part, the ceiling beams are tapered on the ceiling side and the roof is recessed relative to the basic part, this rejuvenation/floor provides space for technology, such as air ducts and/or cable ducts (see Fig. 35). -38) or water drainage on the flat roof (see fig. 39-40).
    [34]
    34. Building according to claim 32 or 33, - the extension of the modules in one layer extends completely beyond the modules in the next layer below or above it (see e.g. Fig. 29).
    [35]
    A building according to any one of claims 1 to 34, — in the roof of the building, the ceiling beams and end cross beams of the modules project at least 30 millimeters above the roof surface, the roof surface being formed by the top surface of the thermal insulation package on top the roof, so that the finished flat roof of the building has a profiling of mutually parallel, upwardly projecting ribs, formed by the tops of the ceiling beams, spaced apart by the width of the modules, and between them are flat roof parts that rest on the base of the ribs connect and the end crossmembers provide a raised eaves.
    [36]
    36. Building according to one of claims 1 to 35, - each module is mirror symmetrical.
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    同族专利:
    公开号 | 公开日
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    GB1455300A|1972-12-08|1976-11-10|Benedetti P|Building structure|
    WO2011010018A1|2009-07-24|2011-01-27|VUONG Phung Binh|Transportable sealed device containing a space consisting of thermoacoustic insulating walls for providing architectural and transport spaces|
    EP2543783A1|2011-07-06|2013-01-09|Laurent Riscala|Building module including at least one inside wall made of insulating waferboard, and building formed by assembling such modules|
    WO2013110617A1|2012-01-23|2013-08-01|Inter Hospitality Holding B.V.|Prefabricated module for a building|
    EP2617912B1|2012-01-23|2016-04-20|Vastint Hospitality B.V.|Prefabricated module for a building|
    WO2017193179A1|2016-05-13|2017-11-16|Lendlease Manufactured Products Pty Limited|Prefabricated building module|
    WO2019077270A1|2017-10-18|2019-04-25|Sas Dhomino|Modular system for constructing a timber-framed building|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    NL2024385|2019-12-04|
    NL2024524|2019-12-19|
    NL2027049A|NL2027049B1|2019-12-04|2020-12-04|Building system with wooden prefab modules.|NL2027049A| NL2027049B1|2019-12-04|2020-12-04|Building system with wooden prefab modules.|
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