CN220538959U - High-bearing buckling-restrained steel plate wall - Google Patents
High-bearing buckling-restrained steel plate wall Download PDFInfo
- Publication number
- CN220538959U CN220538959U CN202321980963.3U CN202321980963U CN220538959U CN 220538959 U CN220538959 U CN 220538959U CN 202321980963 U CN202321980963 U CN 202321980963U CN 220538959 U CN220538959 U CN 220538959U
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- steel plate
- embedded steel
- plate body
- cover plate
- concrete cover
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 70
- 239000010959 steel Substances 0.000 title claims abstract description 70
- 239000004567 concrete Substances 0.000 claims abstract description 29
- 230000004888 barrier function Effects 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to the technical field of buckling-restrained steel plate walls, in particular to a high-bearing buckling-restrained steel plate wall, which comprises an embedded steel plate body, wherein a concrete cover plate body is arranged at the front end of the embedded steel plate body, transverse top beam columns are welded and fixed at the upper end and the lower end of the embedded steel plate body respectively, limiting clamping plates are arranged below two sides of each transverse top beam column, auxiliary brackets are fixedly connected to the bottom ends of the limiting clamping plates through integrated forming, limiting clamping plates are limited by the aid of the arranged high-strength bolts, limiting clamping grooves, inclined ports, the auxiliary brackets and limiting retaining bars, when a prefabricated concrete cover plate is clamped into a limiting space formed by two groups of retaining structures at the same time, the concrete cover plate is accurately attached to a mounting station reserved on the front end face of the embedded steel plate along the inclined ports, the later locking mounting operation progress is accelerated, and the accuracy and convenience of the whole high-bearing buckling-restrained steel plate wall when the concrete cover plate is assembled are improved.
Description
Technical Field
The utility model relates to the technical field of buckling restrained steel plate walls, in particular to a high-bearing buckling restrained steel plate wall.
Background
Along with the wide popularization and use of the assembled building structure, the high-bearing buckling-restrained steel plate wall is an anti-side force supporting member which can be embedded in a frame structure, and under the action of small earthquake, the steel plate wall can realize elastic work and has great structural anti-side rigidity, so that excellent bearing capacity is provided for a building, and the high-bearing buckling-restrained steel plate wall is generally constructed by embedded steel plates, concrete cover plates, transverse steel beams, vertical upright posts and the like;
is searched in the prior patent technology "CN216840054UThe utility model discloses a buckling restrained steel plate wall of improvement core appearance, including the power consumption core, the both sides of power consumption core all are provided with two first connecting holes of symmetry of the surface of the last enlarged end of reinforced concrete board … …, and two groups of bolt holes have been seted up to the middle part symmetry of every reinforced concrete board, and every bolt hole on one of them reinforced concrete board and the bolt hole that corresponds on another reinforced concrete board position peg graft altogether have a high-strength bolt. Through the design, the energy consumption capacity of the energy consumption core plate is fully exerted, the utilization rate of materials is improved, waste is avoided, the cost is reduced, the existing buckling-restrained steel plate wall in the fatigue life of the steel plate wall is also improved, fewer bolt hole openings are adopted, the utilization rate of the materials can be improved, and the cost is reduced;
however, when the concrete cover plate is actually assembled on the embedded steel plate, in order to ensure that a plurality of bolts can be accurately in fit connection with the concrete cover plate, a worker is usually required to perform a plurality of position adjustments on the concrete cover plate installed in a suspended state so as to adapt to the limitation of an installation station, and the plurality of adjustment operations can increase the complexity and inconvenience in assembling the concrete cover plate, so that the high-bearing buckling-restrained steel plate wall is proposed for the problems.
Disclosure of Invention
The utility model aims to provide a high-bearing buckling-restrained steel plate wall, which solves the problem that the whole assembly is very inconvenient because the attaching position of a concrete cover plate needs to be adjusted for a plurality of times when the concrete cover plate is assembled in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
the utility model provides a high buckling steel sheet wall that bears, includes embedded steel sheet body, the front end of embedded steel sheet body is equipped with concrete apron body, and the upper and lower both ends of embedded steel sheet body welded fastening has horizontal roof beam post respectively, the both sides below of horizontal roof beam post all is equipped with the restriction cardboard, and the bottom of inject the cardboard is through integrated into one piece fixedly connected with auxiliary stand, the perpendicular end fixedly connected with of auxiliary stand prescribes a limit to the blend stop, and prescribes a limit to the level end and the perpendicular end inboard position of blend stop respectively through integrated into one piece seted up the bevel connection, the top one side of prescribing a limit to the cardboard is equipped with the round hole groove of mounting bolt mounting.
Preferably, the vertical central axis along embedded steel sheet body is symmetry setting, and the appearance of horizontal roof beam post is "worker" style of calligraphy structure and sets up respectively, the both sides end of horizontal roof beam post welded fastening has vertical stand body respectively.
Preferably, the height of the vertical column body is equal to one third of the height of the embedded steel plate body, the embedded steel plate body and the vertical column body are fixedly welded, and the transverse central axis of the vertical column body and the transverse central axis of the embedded steel plate body are overlapped.
Preferably, the front left lower position of the concrete cover plate body is provided with a reserved bayonet through integrated forming, the inside of the reserved bayonet is inserted and provided with a high-strength bolt, the high-strength bolt is fixedly connected with the embedded steel plate body, and the high-strength bolt is distributed in an arc shape.
Preferably, the lower left and lower right positions of the transverse top beam column are respectively provided with a limiting clamping groove through integral molding, the inner ends of the limiting clamping grooves are identical to the horizontal ends of the auxiliary brackets in shape, and the auxiliary brackets and the limiting barrier bars are distributed in an L-shaped structure.
Compared with the prior art, the utility model has the beneficial effects that:
according to the utility model, through the high-strength bolts, the limiting clamping grooves, the inclined ports, the auxiliary support and the limiting retaining strip limiting clamping plates, when the prefabricated concrete cover plate is clamped into the limiting space formed by the two groups of retaining structures, the concrete cover plate is accurately attached to the mounting station reserved on the front end surface of the embedded steel plate along the guiding inclined planes reserved on the inclined ports and is combined with the high-strength bolts, the progress of locking mounting operation in the later stage is accelerated, the auxiliary guiding is performed by utilizing the assembled retaining structures when the concrete cover plate is assembled and mounted, the accuracy and convenience of the whole high-bearing buckling-preventing steel plate wall when the concrete cover plate is assembled are improved, and the times of multiple cover plate adjustment operation when the concrete cover plate is assembled are effectively reduced.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic diagram of a slot defining structure according to the present utility model;
fig. 3 is a schematic view of the auxiliary bracket structure of the present utility model.
In the figure: the concrete slab comprises a 1-embedded steel plate body, a 2-concrete cover plate body, a 3-transverse top beam column, a 4-limiting clamping plate, a 5-vertical column body, a 6-auxiliary support, a 7-limiting blocking strip, an 8-bevel connection, a 9-high strength bolt, a 10-reserved bayonet and an 11-limiting clamping groove.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-3, the present utility model provides a technical solution:
the utility model provides a high buckling steel sheet wall that bears, including embedded steel sheet body 1, the front end of embedded steel sheet body 1 is equipped with concrete apron body 2, and the upper and lower both ends of embedded steel sheet body 1 are welded fastening respectively has horizontal roof beam post 3, the both sides below of horizontal roof beam post 3 all is equipped with and prescribes a limit to cardboard 4, and the bottom of prescribing a limit to cardboard 4 is through integrated into one piece fixedly connected with auxiliary stand 6, the perpendicular end fixedly connected with of auxiliary stand 6 prescribes a limit to blend stop 7, and the horizontal end and the perpendicular end inboard position of prescribing a limit to blend stop 7 have respectively through integrated into one piece offered bevel connection 8, the top one side of prescribing a limit to cardboard 4 is equipped with the round hole groove of mounting bolt mounting.
As shown in fig. 1 and 2, the transverse top beam columns 3 are symmetrically arranged along the vertical central axis of the embedded steel plate body 1 in a symmetrical axis manner, the outer shapes of the transverse top beam columns 3 are respectively arranged in an I-shaped structure, the two side ends of the transverse top beam columns 3 are respectively welded and fixed with vertical column bodies 5, and after the upper group of I-shaped transverse top beam columns 3 and the lower group of vertical column bodies 5 are respectively welded and fixedly connected with the embedded steel plate body 1, the steel plate constraint structure formed by the three can realize vertical installation on the auxiliary concrete cover plate body; the height of the vertical column body 5 is equal to one third of that of the embedded steel plate body 1, the embedded steel plate body 1 and the vertical column body 5 are fixedly welded, the transverse central axes of the vertical column body 5 and the embedded steel plate body 1 are overlapped, and after the welding fixation of one group of vertical column bodies 5 is completed, the arrangement of one group of vertical column bodies 5 can provide auxiliary support from the side end of the whole high-bearing buckling-restrained steel plate wall; the front left lower position of the concrete cover plate body 2 is provided with a reserved bayonet 10 through integrated into one piece, and the inside grafting of the reserved bayonet 10 is provided with a high-strength bolt 9, fixed connection is between the high-strength bolt 9 and the embedded steel plate body 1, the high-strength bolt 9 is distributed in an arc shape, and the setting of a plurality of high-strength bolts 9 can facilitate the whole high-bearing buckling-preventing steel plate wall to rapidly limit the concrete cover plate body 2.
As shown in fig. 1, 2 and 3, the lower left and lower right positions of the transverse top beam column 3 are respectively provided with a limiting clamping groove 11 through integral forming, the inner ends of the limiting clamping grooves 11 are matched with the horizontal ends of the auxiliary brackets 6 in shape, the auxiliary brackets 6 and the limiting barrier strips 7 are distributed in an L-shaped structure, and after being clamped into the limiting clamping grooves 11, the horizontal ends of the auxiliary brackets 6 are fixedly connected with the transverse top beam column 3 through bolt fixing pieces, so that the enclosing barrier structure is installed quickly.
The working flow is as follows: when the upper and lower groups of the transverse top beam columns 3 and the left and right groups of the vertical column bodies 5 are welded to each other before the concrete cover plate body is assembled, the concrete cover plate body 2 is precisely attached to the front end of the embedded steel plate body 1 from the two groups of guide structures under the auxiliary traction of suspension equipment, after the high-bearing buckling-restrained steel plate wall is limited by the high-strength bolts 9, buckling restrained structures formed by combining the transverse top beam columns 3, the vertical column bodies 5, the embedded steel plate body 1 and the concrete cover plate body 2 can provide high-stability bearing supporting acting force for the assembled building, the two rows of the high-strength bolts 9 can be connected with the embedded steel plate body 1 in advance in an arc arrangement mode, and after the embedded steel plate body 1 is limited by the auxiliary support 6, the limiting retaining bars 7 and the limiting clamping plates 4, the two groups of the high-bearing buckling-restrained steel plate body can be respectively mounted at the four corner end positions of the embedded steel plate body 1 through the plurality of high-strength bolts, then the embedded steel plate body is assembled in advance when the two groups of the embedded steel plate body are assembled together in the mode of being arranged into the mode of an arc, the two rows of high-strength bolts are further matched with the auxiliary support 6 and the limiting clamping grooves 11, and the two groups of the clamping grooves are limited by the bolt fixing pieces, and the two groups of the clamping structures are simultaneously clamped into the corresponding to form the inner-shaped steel plate body, and the inner side faces of the inner side cover plate body is more accurately and the inner-shaped and the inner side cover plate body is tightly corresponds to be assembled with the inner position of the upper side of the inclined plane structure.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a high-load-bearing buckling-restrained steel plate wall, includes embedded steel sheet body (1), its characterized in that: the front end of embedded steel sheet body (1) is equipped with concrete apron body (2), and the upper and lower both ends of embedded steel sheet body (1) welded fastening respectively has horizontal roof beam post (3), the both sides below of horizontal roof beam post (3) all is equipped with and prescribes a limit to cardboard (4), and the bottom of prescribes a limit to cardboard (4) is through integrated into one piece fixedly connected with auxiliary support (6), the perpendicular end fixedly connected with of auxiliary support (6) prescribes a limit to blend stop (7), and prescribes a limit to the horizontal end and the inboard position of perpendicular end of blend stop (7) respectively through integrated into one piece offer bevel connection (8), prescribe a limit to the round hole groove of top one side of cardboard (4) is equipped with the mounting bolt mounting.
2. The high load-bearing buckling restrained steel sheet wall of claim 1, wherein: the transverse top beam column (3) is symmetrically arranged along the vertical central axis of the embedded steel plate body (1) and is respectively arranged in an I-shaped structure, and two side ends of the transverse top beam column (3) are respectively welded and fixed with a vertical column body (5).
3. A high load-bearing buckling restrained steel panel wall as set forth in claim 2 wherein: the height of the vertical column body (5) is equal to one third of the height of the embedded steel plate body (1), the embedded steel plate body (1) and the vertical column body (5) are fixedly welded, and the transverse central axis of the vertical column body (5) and the transverse central axis of the embedded steel plate body (1) are overlapped.
4. The high load-bearing buckling restrained steel sheet wall of claim 1, wherein: the front left lower position of the concrete cover plate body (2) is provided with a reserved bayonet (10) through integrated forming, the inside of the reserved bayonet (10) is inserted and connected with a high-strength bolt (9), the high-strength bolt (9) is fixedly connected with the embedded steel plate body (1), and the high-strength bolt (9) is distributed in an arc shape.
5. The high load-bearing buckling restrained steel sheet wall of claim 1, wherein: limiting clamping grooves (11) are formed in the left lower part and the right lower part of the transverse top beam column (3) through integral forming respectively, the inner ends of the limiting clamping grooves (11) are identical to the horizontal ends of the auxiliary brackets (6), and the auxiliary brackets (6) and the limiting barrier strips (7) are distributed and arranged in an L-shaped structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321980963.3U CN220538959U (en) | 2023-07-26 | 2023-07-26 | High-bearing buckling-restrained steel plate wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321980963.3U CN220538959U (en) | 2023-07-26 | 2023-07-26 | High-bearing buckling-restrained steel plate wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220538959U true CN220538959U (en) | 2024-02-27 |
Family
ID=89972436
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321980963.3U Active CN220538959U (en) | 2023-07-26 | 2023-07-26 | High-bearing buckling-restrained steel plate wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220538959U (en) |
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2023
- 2023-07-26 CN CN202321980963.3U patent/CN220538959U/en active Active
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