• 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:
    Anchor for self-climbing structure of the type used on vertical and quasi-vertical concrete surfaces that uses metal inserts in the precast concrete tower and interlocking spikes in the self-climbing structure equipped with rotary and rocker movements. The invention presented provides the main advantage of minimizing tensile and shear loads on the concrete of the tower, with maximum contact and optimal load distribution, while achieving a self-correction of possible position and alignment errors in the hitch. All this results in a better delivery and distribution of the loads of the climbing device to the concrete wall and general structure, which allows lifting and resisting larger loads than the devices existing up to now. (Machine-translation by Google Translate, not legally binding)
    公开号:ES2804038A1
    申请号:ES201930707
    申请日:2019-07-30
    公开日:2021-02-02
    发明作者:Fragüet Jesus Montaner；Perez Mariano Abadia；Echave Jose Manuel Sorazu；Martinez Amaia Martinez；Garcia Sergio Saiz；Garamendi Ricardo Diego
    申请人:Hws Concrete Towers S L；
    IPC主号:
    专利说明:

    [0002] Anchor for self-climbing structure
    [0004] The present specification refers, as its title indicates, to an anchor for a self-climbing structure of the type used on vertical and quasi-vertical concrete surfaces, for example in the assembly and maintenance of fully or partially concrete precast towers, being able to The self-climbing structure can be used to support cranes, platforms, and other auxiliary elements. The anchor uses metal inserts in the precast concrete tower and interlocking spikes in the self-climbing structure with rotary and rocker movements.
    [0005] Field of the invention
    [0006] The invention relates to the field of self-climbing structures used for vertical and quasi-vertical concrete surfaces.
    [0007] Current state of the art
    [0008] Currently, a large number of devices and self-climbing structures are known and used in the construction field, among which we can highlight patents EP2725166 "Procedure to establish concreting sections with the help of a self-climbing formwork system guided on rails", EP1899549 "Climbing cylinder of a self-climbing formwork " , WO2009117986 "Guided self-climbing formwork system on rails with climbing rail extension pieces', EP2365159 " Self-climbing perimeter protection system for construction works in buildings " and WO2008061922 " Self-climbing system in the field of construction with a guide or climbing shoe ”. However, they all suffer from a common problem, they need rails, guides or rails that are in solidarity with the surface to work, or in any case elements designed and manufactured expressly for each case and that do not allow their reuse with the consequent increase in the cost of the climbing system, which complicate and make their subsequent assembly and disassembly more expensive, in addition to being applicable only to quasi-planar surfaces in at least one direction, which makes them not applicable in many cases, such as multisectional precast concrete towers of freely varying cross-section .
    [0009] Equipment such as the one claimed in patent ES2085196 “Self-climbing formwork system and continuous concrete support” are also known, which uses anchor cones for fixing to the wall, but it is not a structure that climbs in one way. If not, it is a formwork for dams that is dismantled from the lower part and raised towards the upper part in a fairly manual way.
    [0010] There is also a device such as that claimed in patent ES2695626 "Self-climbing device for vertical and quasi-vertical concrete surfaces and operating procedure" that has means of anchoring to the working wall, which include a protrusion of the chassis of anchor, emerging on the face adjacent to the working wall, provided with one or more laterally operable locking elements arranged on said protrusion, the protrusion being of a shape and size coinciding with anchoring housings arranged on the working wall, in vertical line, and these anchoring housings having locking housings, of a shape, size and position coincident with the locking elements. The shape of the protrusion of the anchoring chassis, and of the anchoring housings arranged in the working wall is frusto-pyramidal or frusto-conical. This type of anchoring used presents the problem of requiring high precision both in the location of the anchoring elements in the tower modules, and in the confrontation of the lateral locking elements for their actuation, which means that in the event Small dispersions in measurements, dirt, or expansion of the materials, as well as alignment errors, can lead to failures in the coupling that prevent the proper functioning of the self-supporting structure and that may be impossible to solve or compensate.
    [0011] Likewise, the anchoring of the crane in the concrete tower is delicate because the concrete does not support tensile or shear loads well, so in order not to weaken the tower, it is important that the influence of the crane joint in the segment is minimum, which is not met in these embodiments.
    [0012] Description of the invention
    [0013] To solve the current problem in fixing self-supporting structures on concrete surfaces, minimizing tensile and shear loads and promoting self-correction of possible position and alignment errors in the hitch, the anchor for self-climbing structure has been devised. object of the present invention, which comprises
    [0014] - on the vertical or quasi-vertical concrete surface, for example a tower or concrete surface, both prefabricated and built in-situ, metal inserts that form openings in the wall at different heights from the vertical or quasi-concrete surface -vertical,
    [0015] - in the self-climbing structure, some interlocking spikes, with appropriate distribution and dimensions for inserting and hooking into the metal inserts, located in each of the frames, which can all be mobile or some of them fixed, of said self-climbing structure, these interlocking spikes being equipped with horizontal displacement means and means of approaching and moving away from the tower or surface concrete, precast or built on site ("in-situ").
    [0016] Both the metal inserts and the interlocking spikes can be distributed both one by one, or in pairs or groups of three or more.
    [0017] The openings in the wall can be through, and in this case the metal inserts are formed as a hollow body terminated at both ends by two larger peripheral end surfaces, defining a common opening. They can also be non-through and take the form of a hole or niche, in this case the metal inserts being closed at one end.
    [0018] The interlocking spikes comprise an inner shaft with a spherical end, a main body wrapping the spherical end of the inner shaft, and provided with free turning movement with respect to it, the lower part of the main body being semicircular, and end plates integrally located at the front and rear ends of the main body and protruding from the bottom of said main body.
    [0019] In a hooking position the locking pins are inserted into some of the metal inserts, in such a way that the lower part of each main body of the locking pin is in contact with the inside of the hollow body of its corresponding metal insert, transmitting the weight of the self-climbing structure to the tower, and being held in position by that weight, while the end plates are engaged against the peripheral end surfaces of the metal inserts, blocking the horizontal displacement of the interlocking spikes, and therefore avoiding that can be released.
    [0020] The interlocking spikes are fixed, if they are in pairs, on both ends of a central arm, provided with free turning movement by means of an axis with respect to the main support of the assembly. Interlocking spikes are optionally provided with multiple chamfers on both the main body and the end plates.
    [0021] Advantages of the invention
    [0022] This anchor for self-climbing structure that is presented provides multiple advantages over the equipment available today, the most important being that, by using round metal inserts of the appropriate size, tensile and shear loads on the concrete of the concrete surface are minimized. vertical and quasi-vertical.
    [0023] Another notable advantage is that in order to ensure that the load distributions are homogeneous and centered, a spherical support has been used that has the same radius at the support point and at the support, which guarantees maximum contact and optimal load distribution.
    [0024] Likewise, we must note that in order to absorb manufacturing errors of the metal inserts in the tower and the interlocking spikes in the self-supporting structure, the seconds have been provided with the necessary joints to ensure total contact between surfaces of equal radius than realize the optimal transmission of forces. Another important advantage is that the central arm rocker system allows to absorb, to a certain extent, alignment errors between the crane and the vertical or quasi-vertical concrete surface, or between the tower anchors (or concrete surface) and the crane climbers. The tilting of the spherical supports together with the tilting of the central support arm of the "spikes" does this task of allowing the support even while being off-center and promoting a self-correction of possible position and alignment errors in the coupling.
    [0025] We must also emphasize that, in addition to these error-absorbing capabilities of the interlocks to the vertical and quasi-vertical concrete surface, the design of the spikes itself also favors their entry and centering on the vertical concrete surface and quasi-vertical. To do this, it has a series of entry chamfers that allow the entry to be flared and after that effect, the free turns of the spherical support on its central axis and of the central arm help the entry and correct support of the spike in the metal inserts.
    [0026] Another advantage of the present invention is that, by having a spherical support in the interlocks that can absorb manufacturing and alignment errors and transfer the loads of the support in the central area of the segment of the vertical and quasi-vertical concrete surface , the transmission of loads to the segment is mainly compression, which is the load that best supports the concrete.
    [0027] Another of the most important advantages to highlight is the support on the vertical and quasi-vertical concrete surface is limited to adding metal inserts joined by welding, tied with wire or other means to the internal reinforcement of the segment so that the loads laterals are transferred to the concrete through the reinforcement to the concrete, which in its simplest solution are pieces of revolution that can be attached to the mold when concreting the segment during its manufacturing process, without altering or making it more expensive practically this.
    [0028] Likewise, another added advantage is that in the alternative embodiment in the form of an eyelet it is possible to absorb greater alignment errors, so that in the upper part of them the input tolerances are greater, in this way it is even better guaranteed than the skewers of interlocking enter the tower and then, when descending, support and center in the same way as if they were round in all their shape.
    [0029] We must not fail to emphasize that the invention presented can be applied to any self-climbing structure that supports any device or machine, such as a crane or a work platform, being applicable and usable both on vertical and quasi-vertical, flat or flat surfaces. curved, with free geometry and with variable slope, and with advances or unit displacements of variable length, adapted to the structure or area to be climbed.
    [0030] Description of the figures
    [0031] To better understand the object of the present invention, a preferred practical embodiment of an anchor for a self-climbing structure has been represented in the attached drawing.
    [0032] In this plane, figure -1- shows a general view of a vertical or quasi-vertical concrete surfaces, consisting in this example of a modular prefabricated concrete tower, with a self-climbing structure supporting a crane, showing enlarged details of the upper hook, self-motorized and mobile along the self-climbing structure, the hitch, fixed in a block, more or less intermediate of the self-climbing structure, and metal inserts in one of the segments of the precast concrete tower.
    [0033] Figure -2- shows an enlarged detail with the locking pins removed, in this case the intermediate frame, fixed to the self-supporting structure, in the upper part, and with the locking pins inserted in the metal inserts in the case of the lower or upper racks, which are self-powered and movable along the self-supporting structure, at the bottom.
    [0034] Figure -3- shows a detail of the interlocking spikes entering the metal inserts seen from inside the tower, in the embodiment with through openings in the wall.
    [0035] Figure -4- shows a front view of a set of interlocking spikes, central arm and main support of the set.
    [0036] Figure -5- shows a front view of a set of locking pins, central arm and main support of the set, with one of the locking pins and part of the central arm sectioned to show its interior elements.
    [0037] Figure -6- shows a front view of a set of interlocking spikes, central arm and main support of the set, with a sectioned central arm, main support and axis to show its interior elements.
    [0038] Figure -7a- shows a perspective view of a metal insert, and figure -7b shows that perspective view of the metal insert in section, in both cases in the embodiment with through openings in the wall.
    [0039] Figure -8a- shows a perspective view of a locking spike in front of a metal insert, figure -8b- shows those same elements sectioned vertically, and figure -8c- shows them sectioned horizontally.
    [0040] Figures -9a, 9b, 9c, 9d and 9e- show simplified views of two locking pins on the central arm and two metal inserts, with the rotation axes of both the locking pins and the central arm, showing how they can compensate for various horizontal and vertical misalignments, both in the insertion of the interlocking spikes and in the actual location of the metal inserts.
    [0041] Figure -10a- shows round metal inserts, while figure -10b- shows metal inserts with an eyelet shape.
    [0042] Preferred embodiment of the invention
    [0043] The constitution and characteristics of the invention may be better understood with the following description made with reference to the attached figures.
    [0044] As can be seen in figure 1, an anchor for a self-climbing structure (2) of the type used in vertical and quasi-vertical concrete surfaces is illustrated, for example in the assembly and maintenance of precast concrete towers (1), being able The self-climbing structure (2) should be used to support cranes (3), platforms and other auxiliary elements. As illustrated in Figures 1, 2, 3, 4, 5 and 6, it comprises
    [0045] - on the vertical or quasi-vertical concrete surface (1), a plurality of metal inserts (5) integral with the internal reinforcement of the segment, which form openings in the wall of said segment, distributed at different heights of the surface vertical or quasi-vertical concrete (1),
    [0046] - In the self-climbing structure (2), some interlocking spikes (6), with appropriate distribution and dimensions for inserting and hooking them into the metal inserts (5), located in some frames (4a, 4b and 4c) of said self-climbing structure (2), these interlocking spikes (6) being provided with means of horizontal and vertical displacement (7) and means of approaching and moving away (8) with respect to the vertical or quasi-vertical concrete surface (1).
    [0047] The openings in the wall can be through, and in this case the metal inserts (5), as illustrated in Figures 7a and 7b, are formed as a hollow body (15) terminated at both ends by two peripheral end surfaces (16) larger, defining a common through opening. An alternative embodiment is envisaged in which the openings in the wall are non-through and take the form of a recess or niche. In both cases they can adopt a circular shape, as shown in figure 10a, or alternatively as shown in figure 10b, with an eyelet shape, in which the upper part is wider than the lower part, the lower part being semicircular.
    [0048] The locking spikes (6) comprise, as shown in Figures 8a, 8b and 8c,
    [0049] - an inner shaft (13), provided with a spherical end,
    [0050] - a main body (12), wrapping the spherical end of the inner shaft (3), and provided with free turning movement with respect to it, the lower part of the main body (12) being semicircular,
    [0051] - end plates (14) integrally located at the front and rear ends of the main body (12) and protruding from the bottom of said main body (12),
    [0052] In a hooked position, as illustrated in figure 2, the locking pins (6) are inserted in some of the metal inserts (5), in such a way that the lower part of each main body (12) of the interlocking spike (6) is in contact with the inside of the hollow body (15) of its corresponding metal insert (5), while the end plates (14) are engaged against the peripheral end surfaces (16) of the metal inserts (5).
    [0053] In a preferred embodiment, the locking pins (6) are distributed as two, at the same height, in each frame (4a, 4b and 4c), the metal inserts (5) being distributed vertically aligned in groups of two to the same height, at each height established for the attachment of the vertical or quasi-vertical concrete surface (1). In an alternative embodiment, the interlocking spikes (6) are distributed as one in each frame (4a, 4b and 4c), the metal inserts (5) being distributed vertically aligned, as one at each height established for engaging the surface vertical or quasi-vertical concrete (1). It is technically possible to make other variants with groups of three or more interlocking spikes (6) on each frame, and correspondingly groups of three or more metal inserts (5) at each height.
    [0054] In a preferred embodiment, two of the frames (4b and 4c) are self-motorized and mobile along the self-climbing structure (2), and at least one of them is a frame (4a) fixed to the self-climbing structure (2) . An alternative embodiment is also envisaged in which all the frames (4a, 4b and 4c) are self-motorized and mobile along the self-climbing structure (2).
    [0055] The interlocking spikes (6), if they are grouped two by two, are joined in pairs, as shown in Figures 4, 5 and 6, by the rear end of the inner shaft (13) on both ends of a central arm (9), equipped with free turning movement through an axis (11) with respect to the main support (10) of the assembly. The locking spikes (6) are preferably provided with multiple chamfers both on the main body (12) and on the end plates (14).
    [0056] The person skilled in the art will readily understand that he can combine features of different embodiments with features of other possible embodiments, provided that such a combination is technically possible.
    [0057] All information referring to examples or embodiments forms part of the description of the invention.
    权利要求:
    Claims (1)
    [0001]
    1 - Anchor for self-climbing structure on a vertical or quasi-vertical concrete surface characterized in that it comprises
    - on the vertical or quasi-vertical concrete surface (1), a plurality of metal inserts (5) integral with the internal reinforcement of the segment, which form openings in the wall of said segment, distributed at different heights of the surface vertical or quasi-vertical concrete (1),
    - in the self-climbing structure (2), some interlocking spikes (6), with appropriate distribution and dimensions for inserting and hooking into the metal inserts (5), located in some frames (4a, 4b and 4c), of said structure self-climbing (2), these interlocking spikes (6) being provided with horizontal and vertical displacement means (7) and with means of approaching and moving away (8) with respect to the vertical or quasi-vertical concrete surface (1).
    2 - Anchor for self-climbing structure, according to the previous claim, characterized in that the metal inserts (5) are formed as a hollow body (15) terminated at both ends by two larger peripheral terminal surfaces (16), defining a common through opening .
    3 - Anchor for self-climbing structure, according to the previous claims, characterized in that the openings in the wall formed by the metal inserts (5) are through.
    4 - Anchor for self-climbing structure, according to claims 1 and 2, characterized in that the openings in the wall formed by the metal inserts (5) are non-through, forming a hole or niche.
    5 - Anchor for self-climbing structure, according to the previous claims, characterized in that the interlocking spikes (6) comprise
    - an inner shaft (13), provided with a spherical end,
    - a main body (12), wrapping the spherical end of the inner shaft (3), and provided with free turning movement with respect to it, the lower part of the main body (12) being semicircular,
    - End plates (14) integrally located at the front and rear ends of the main body (12) and projecting from the bottom of said main body (12),
    6 - Anchor for self-climbing structure, according to the previous claims, characterized in that the interlocking spikes (6) are distributed as one in each frame (4a, 4b and 4c), the metal inserts (5) being distributed vertically aligned, as one to each height established for the engagement of the vertical or quasi-vertical concrete surface (1).
    7 - Anchor for self-climbing structure, according to the previous claims 1 to 3, characterized in that the interlocking spikes (6) are distributed as two, at the same height, in each frame (4a, 4b and 4c), the metal inserts being (5) distributed vertically aligned in groups of two at the same height, at each height established for the engagement of the vertical or quasi-vertical concrete surface (1).
    8 - Anchor for self-climbing structure, according to claim 5, characterized in that the interlocking spikes (6) are joined in pairs by means of the rear end of the inner shaft (13) on both ends of a central arm (9), equipped with movement of free rotation by means of a shaft (11) with respect to the main support (10) of the assembly.
    9 - Anchor for self-climbing structure, according to the previous claims, characterized in that the frames (4a, 4b and 4c) are self-motorized and mobile along the self-climbing structure (2).
    10 - Anchor for self-climbing structure, according to claims 1 to 8, characterized in that two of the frames (4b and 4c) are self-motorized and mobile along the self-climbing structure (2), and at least one of them is a frame (4a) fixed to the self-climbing structure (2).
    11 - Anchor for self-climbing structure, according to the previous claims, characterized in that the interlocking spikes (6) are provided with multiple chamfers both in the main body (12) and in the end plates (14).
    12 - Anchor for self-climbing structure, according to the preceding claims, characterized in that the metal inserts (5) adopt a shape chosen from the group formed by a circular shape and an eyelet shape, in which the upper part has greater width than the lower one, being the bottom semicircular.
    13 - Anchor for self-climbing structure, according to the previous claims, characterized in that in a hooking position, the interlocking spikes (6) are inserted in some of the metal inserts (5), in such a way that the lower part of each main body (12) of the interlocking spike (6) is in contact with the inside of the hollow body (15) of its corresponding metal insert (5), while the end plates (14) are engaged against the peripheral end surfaces (16) of the metal inserts (5).
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    同族专利:
    公开号 | 公开日
    ES2804038B2|2021-11-18|
    CA3145781A1|2021-02-04|
    AU2020320042A1|2022-02-17|
    WO2021019114A1|2021-02-04|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US5758742A|1996-06-25|1998-06-02|Chiou; Hsiu-Hsing|Safety anchor|
    ES1042982U|1999-05-26|1999-10-16|Peri S A|Anchor climbing scaffolding. |
    GB2363817A|2001-06-22|2002-01-09|Shire Precast Erection Ltd|Modular building element with anchor means|
    US20170218652A1|2014-01-31|2017-08-03|Gregory John Neighbours|A concrete tower and related formwork and related method of construction|
    CN204024009U|2014-07-16|2014-12-17|中国电建集团西北勘测设计研究院有限公司|The assembled operating platform of a kind of wind-power electricity generation precast concrete pylon|
    ES2695626A1|2017-06-30|2019-01-09|Hws Concrete Towers S L|Self-climbing device for vertical and quasi-vertical concrete surfaces and operating procedure. |
    ES2085196B1|1992-11-12|1998-01-16|Tecnologias Mecanicas De Const|SELF-CLIMBING FORMWORK SYSTEM AND CONTINUOUS CONCRETE SUPPORT.|
    DE102005030335A1|2005-06-29|2007-01-04|Peri Gmbh|Climbing cylinder of a self-climbing formwork|
    DE102006055374B3|2006-11-23|2008-07-10|Doka Industrie Gmbh|Climbing or guide shoe of a climbing system in construction and climbing system with such a climbing or guide shoe|
    DE102008015682A1|2008-03-25|2009-10-08|Peri Gmbh|Rail-guided self-climbing formwork system with climbing rail extension pieces|
    EP2365159B1|2010-03-05|2013-01-30|ULMA C y E, S. COOP.|Self-climbing perimetric protection system for construction works in buildings|
    法律状态:
    2021-02-02| BA2A| Patent application published|Ref document number: 2804038 Country of ref document: ES Kind code of ref document: A1 Effective date: 20210202 |
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    优先权:
    申请号 | 申请日 | 专利标题
    ES201930707A|ES2804038B2|2019-07-30|2019-07-30|ANCHOR FOR SELF-CLIMBING STRUCTURE|ES201930707A| ES2804038B2|2019-07-30|2019-07-30|ANCHOR FOR SELF-CLIMBING STRUCTURE|
    PCT/ES2020/070463| WO2021019114A1|2019-07-30|2020-07-16|Anchor for a self-climbing structure|
    AU2020320042A| AU2020320042A1|2019-07-30|2020-07-16|Anchor for a self-climbing structure|
    CA3145781A| CA3145781A1|2019-07-30|2020-07-16|Anchor for a self-climbing structure|
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