CN212957114U - Self-insulation buckling-restrained steel plate shear wall in box-type modularized steel structure - Google Patents
Self-insulation buckling-restrained steel plate shear wall in box-type modularized steel structure Download PDFInfo
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- CN212957114U CN212957114U CN202021207114.0U CN202021207114U CN212957114U CN 212957114 U CN212957114 U CN 212957114U CN 202021207114 U CN202021207114 U CN 202021207114U CN 212957114 U CN212957114 U CN 212957114U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 59
- 239000010959 steel Substances 0.000 title claims abstract description 59
- 238000009413 insulation Methods 0.000 title abstract description 4
- 238000004321 preservation Methods 0.000 claims abstract description 11
- 238000003466 welding Methods 0.000 claims abstract description 9
- 230000000149 penetrating effect Effects 0.000 claims abstract 2
- 238000010276 construction Methods 0.000 claims description 11
- 239000002131 composite material Substances 0.000 claims description 4
- 238000005452 bending Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a self-insulation buckling-restrained steel plate shear wall in a box-type modularized steel structure, which solves the problems that the shear wall is easy to buckle under the action of lateral force and has poor heat preservation; a steel plate is welded in the frame, a plurality of first bolt holes which are uniformly arranged at equal intervals are arranged on the steel plate, laths are arranged on the front side and the rear side of the steel plate, second bolt holes corresponding to the first bolt holes are arranged on the laths, and bolts penetrating through the first bolt holes and the second bolt holes are arranged in the first bolt holes and the second bolt holes to realize the connection of the steel plate and the laths; the batten can provide a heat preservation function, can prevent the steel plate from buckling under the action of lateral force, has good anti-seismic performance, and is simple in structure and convenient to disassemble and transport due to the adoption of bolt connection; the frame is formed by welding a frame beam and a frame column, and the welding connection processing difficulty is small and the connection stability is strong; the frame beams and the frame columns are made of H-shaped steel, and the H-shaped steel has the characteristics of strong bending resistance, easiness in connection, light structure weight, cost saving and the like.
Description
Technical Field
The utility model relates to a building shear force wall technical field especially indicates a self preservation temperature buckling restrained steel sheet shear force wall in box modularization steel construction.
Background
The modularization steel construction is the building form of china's vigorous development in recent years, has green, the construction is high-efficient, technical advantage such as quality is exquisite, the steel sheet shear force wall can regard as the anti lateral force system of module, provide anti lateral force ability for modularization steel construction building, nevertheless common steel sheet shear force wall easily takes place the bucking under strong lateral force effect, along with very big noise, influence residential housing's comfort level, when the modularization steel construction is used for house or hotel, very influence building service function, for this reason the utility model provides a self preservation temperature buckling-restrained steel sheet shear force wall in box modularization steel construction.
SUMMERY OF THE UTILITY MODEL
The utility model provides a self preservation temperature buckling restrained steel sheet shear force wall in box modularization steel construction has solved the problem that the shear force wall easily takes place bucking and heat insulating ability is not good under the side force effect.
The technical scheme of the utility model is realized like this:
the utility model provides a self preservation temperature buckling restrained steel sheet shear force wall in box modularization steel construction, includes the frame, has welded the steel sheet in the frame, be provided with a plurality of even equidistant first bolt holes of arranging of one-tenth on the steel sheet, both sides are provided with the slat around the steel sheet be provided with on the slat with the corresponding second bolt hole of first bolt hole, be provided with in first bolt hole and the second bolt hole and realize being connected of steel sheet and slat to the bolt of wearing.
Furthermore, the frame is formed by welding a frame beam and a frame column.
Further, the frame beam and the frame column are all H-shaped steel.
Further, the batten is an autoclaved lightweight aerated concrete slab, a lightweight ceramsite concrete batten or a sandwich type concrete composite wallboard.
The beneficial effect that this technical scheme can produce:
the batten can provide a heat preservation function, can prevent the steel plate from buckling under the action of lateral force, has good anti-seismic performance, and is simple in bolted connection structure and convenient to disassemble and transport; the frame is formed by welding the frame beam and the frame column, the welding connection processing difficulty is small, the connection stability is strong, and buckling is not easy to occur due to the influence of lateral force; the frame beams and the frame columns are made of H-shaped steel, and the H-shaped steel has the characteristics of strong bending resistance, easiness in connection, light structure weight, cost saving and the like; the selection of the strip can be made according to the requirements of customers or different actual conditions.
Drawings
FIG. 1 is a schematic view of a frame and steel plate structure;
FIG. 2 is a schematic view showing the connection position of the steel plate and the slat;
FIG. 3 is a front view of a box-type modularized steel structure self-heat-preservation buckling-restrained steel plate shear wall.
Wherein: the frame 1, the frame beam 11, the frame column 12, the steel plate 2, the first bolt hole 21, the lath 3, the second bolt hole 31 and the bolt 4.
Detailed Description
In order to clearly illustrate the technical features of the present invention, the present invention is described below by way of specific embodiments.
Example 1
The utility model provides a self preservation temperature buckling restrained steel sheet shear force wall in box modularization steel construction, includes frame 1, has welded steel sheet 2 in frame 1, be provided with a plurality of even equidistant first bolt holes 21 of arranging of one-tenth on the steel sheet 2, be provided with slat 3 in both sides around steel sheet 2 be provided with on slat 3 with the corresponding second bolt hole 31 of first bolt hole 21, be provided with in first bolt hole 21 and the second bolt hole 31 and realize being connected of steel sheet 2 and slat 3 to the bolt 4 of wearing.
The utility model discloses the use as follows: the steel plate 2 is welded into the frame 1, and the laths 3 at the two sides of the steel plate 2 are connected with the steel plate 2 by the bolts 4 in a threaded manner to form a formed shear wall.
The two sides of the frame 1 are connected with the battens 3 through the bolts 4, the battens 3 can provide a heat preservation function, the steel plates 2 can be prevented from buckling under the action of lateral force, good anti-seismic performance is achieved, the bolts 4 are adopted, the connection structure is simple, and the disassembly and the transportation are convenient.
Example 2
Preferably, the frame 1 is formed by welding a frame beam 11 and a frame column 12.
The frame 1 is formed by welding the frame beam 11 and the frame column 12, the welding connection processing difficulty is small, the connection stability is strong, and buckling is not easy to occur due to the influence of lateral force.
Other structures of this embodiment are the same as those of embodiment 1.
Example 3
Preferably, the frame beam 11 and the frame column 12 are both H-shaped steel.
The frame beams 11 and the frame columns 12 are made of H-shaped steel, and the H-shaped steel has the characteristics of strong bending resistance, easiness in connection, light structure weight, cost saving and the like.
Other structures of this embodiment are the same as those of embodiment 1.
Example 4
The batten 3 is an autoclaved lightweight aerated concrete slab, a lightweight ceramsite concrete batten or a sandwich type concrete composite wallboard.
The laths 3 can be selected according to the requirements of customers or different actual conditions, and the suitable laths 3 such as ALC boards, light-weight ceramsite concrete laths or sandwich type concrete composite wallboards can be selected according to the sound insulation property, the fire resistance, the durability, the construction property, the matching property, the freezing resistance, the cost performance and the like.
Other structures of this embodiment are the same as those of embodiment 1.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (1)
1. The utility model provides a self preservation temperature buckling restrained steel sheet shear force wall in box modularization steel construction, includes frame (1), its characterized in that: a steel plate (2) is welded in a frame (1), a plurality of first bolt holes (21) which are uniformly arranged at equal intervals are formed in the steel plate (2), laths (3) are arranged on the front side and the rear side of the steel plate (2), second bolt holes (31) corresponding to the first bolt holes (21) are formed in the laths (3), and bolts (4) penetrating through the first bolt holes (21) and the second bolt holes (31) are arranged in the first bolt holes (21) and the second bolt holes (31) to realize the connection of the steel plate (2) and the laths (3); the batten plate (3) is an autoclaved lightweight aerated concrete plate, a lightweight ceramsite concrete batten or a sandwich type concrete composite wallboard; the frame (1) is formed by welding a frame beam (11) and a frame column (12); the frame beam (11) and the frame column (12) are both H-shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021207114.0U CN212957114U (en) | 2020-06-27 | 2020-06-27 | Self-insulation buckling-restrained steel plate shear wall in box-type modularized steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021207114.0U CN212957114U (en) | 2020-06-27 | 2020-06-27 | Self-insulation buckling-restrained steel plate shear wall in box-type modularized steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212957114U true CN212957114U (en) | 2021-04-13 |
Family
ID=75389338
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021207114.0U Expired - Fee Related CN212957114U (en) | 2020-06-27 | 2020-06-27 | Self-insulation buckling-restrained steel plate shear wall in box-type modularized steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212957114U (en) |
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2020
- 2020-06-27 CN CN202021207114.0U patent/CN212957114U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210413 |