CN214574906U - Shear wall structure with high bearing capacity - Google Patents
Shear wall structure with high bearing capacity Download PDFInfo
- Publication number
- CN214574906U CN214574906U CN202120693461.7U CN202120693461U CN214574906U CN 214574906 U CN214574906 U CN 214574906U CN 202120693461 U CN202120693461 U CN 202120693461U CN 214574906 U CN214574906 U CN 214574906U
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- China
- Prior art keywords
- steel bars
- shaped frame
- bearing capacity
- shear wall
- wall structure
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 68
- 239000010959 steel Substances 0.000 claims abstract description 68
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 25
- 230000002787 reinforcement Effects 0.000 claims abstract description 9
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 33
- 238000005452 bending Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 7
- 239000004567 concrete Substances 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000005728 strengthening Methods 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Abstract
The utility model discloses a shear force wall structure that bearing capacity is strong, including H shape frame and install at its front side inside 21274, the shape frame, H shape frame includes two side steel sheets, be fixed with horizontal steel sheet between two side steel sheets, 21274, the shape frame left and right sides is all bent backward and is provided with the curb plate, the welding of H shape frame front side bottom has the bottom plate, the owner reinforcing bar is all installed to the left and right sides on the bottom plate, the equidistance is connected with the S curved reinforcement between two owner reinforcing bars, horizontal steel sheet and 21274, the equidistance is connected with vertical reinforcing bar between the shape frame, H shape frame and the 21274, horizontal reinforcing bar is installed to the equidistance between the shape frame. The utility model has the advantages of high strength and strong bearing capacity.
Description
Technical Field
The utility model relates to a building wall technical field specifically is a shear wall structure that bearing capacity is strong.
Background
The shear wall is a structure which uses reinforced concrete wall boards to replace beam columns in a frame structure, can bear internal force caused by various loads and can effectively control the horizontal force of the structure, and the structure which uses the reinforced concrete wall boards to bear vertical and horizontal forces is called a shear wall structure. Shear walls are primarily designed to carry horizontal loads. In earthquake-proof shelters, horizontal loads are primarily generated by horizontal seismic action, and shear walls are sometimes referred to as earthquake-proof walls. The shear wall can be divided into a steel plate shear wall, a reinforced concrete shear wall and a reinforced block shear wall according to structural materials. Among them, the reinforced concrete shear wall is most commonly used.
The shear wall in the prior art is basically formed by manufacturing a cage body by adopting reinforcing steel bars and pouring concrete, and has general horizontal bearing capacity. Therefore, a shear wall structure with high bearing capacity is provided.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a shear force wall structure that bearing capacity is strong has intensity height, advantage that bearing capacity is strong, has solved the problem of proposing in the background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a shear force wall structure that bearing capacity is strong, includes H shape frame and installs the inside v 21274h shape frame in its front side, H shape frame includes two side steel sheets, two be fixed with horizontal steel sheet between the side steel sheet, v 21274the shape frame left and right sides all bends backward and is provided with the curb plate, the welding of H shape frame front side bottom has the bottom plate, main reinforcing bar is all installed to the left and right sides on the bottom plate, two the equidistance is connected with the S curved reinforcing bar between the main reinforcing bar, horizontal steel sheet with v 21274the equidistance is connected with vertical reinforcing bar between the shape frame, H shape frame with horizontal reinforcing bar is installed to the equidistance between the 21274the shape frame.
Preferably, a first reinforcing rib is fixed between the connecting parts of the rear ends of the side steel plates and the transverse steel plates, and a second reinforcing rib is welded between the connecting parts of the front ends of the side steel plates and the transverse steel plates and the front ends of the V-shaped frames.
Preferably, the transverse steel plate and the v-21274-shaped frame are provided with a first mounting hole for the longitudinal reinforcing steel bar to pass through at equal distance, the first mounting hole is provided with a plurality of groups, and the first mounting hole is positioned between the two main steel bars.
Preferably, the side steel plate and the side plate are provided with a second mounting hole for the transverse reinforcing steel bar to pass through at equal distances, the second mounting hole is provided with multiple groups, and the second mounting hole corresponds to the S-shaped bent steel bar in height position one to one.
Preferably, the longitudinal reinforcing steel bars and the S-shaped steel bars are arranged at intervals, a plurality of groups of longitudinal reinforcing steel bars are arranged, and one group of longitudinal reinforcing steel bars is provided with two longitudinal reinforcing steel bars.
Preferably, a supporting plate is fixed at the bottom of the rear end of the v-21274-shaped frame and is positioned below the bottom plate.
Compared with the prior art, the beneficial effects of the utility model are as follows:
the utility model discloses a set up H shape frame and \21274, the shape frame aggregate erection has strengthened the bearing capacity of this device, set up vertical reinforcement reinforcing bar with H shape frame and \21274, the vertical stable connection of shape frame sets up horizontal reinforcement reinforcing bar with H shape frame and \21274, the horizontal stable connection of shape frame sets up S curved reinforcing bar and ties up two main reinforcement bar stability, pour inside H shape frame through cement concrete at last, with H shape frame and \21274, shape frame fixed connection has strengthened the bearing capacity of this device greatly.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic cross-sectional view taken along line A-A of the present invention;
FIG. 3 is a schematic view of the structure of the inventive v-shaped frame except for 21274;
fig. 4 is a schematic cross-sectional view at B-B of the present invention.
In the figure: 1. an H-shaped frame; 101. a side steel plate; 102. a transverse steel plate; 2. \ 21274and a frame; 201. a side plate; 3. reinforcing ribs I; 4. longitudinally reinforcing steel bars; 5. transversely reinforcing steel bars; 6. a base plate; 7. a main reinforcing bar; 8. s, bending the steel bars; 9. a support plate; 10. a second reinforcing rib; 11. a first mounting hole; 12. and a second mounting hole.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 4, the present invention provides a technical solution: a shear wall structure with high bearing capacity comprises an H-shaped frame 1 and a v-21274and a shaped frame 2 arranged inside the front side of the H-shaped frame, wherein the H-shaped frame 1 comprises two side steel plates 101, a transverse steel plate 102 is fixed between the two side steel plates 101, the left side and the right side of the v-21274are respectively provided with a side plate 201 in a backward bending mode, the bottom of the front side of the H-shaped frame 1 is welded with a bottom plate 6, main steel bars 7 are respectively arranged on the left side and the right side of the bottom plate 6, the main steel bars 7 penetrate through the bottom plate 6, the height of the main steel bars 7 is not lower than that of the H-shaped frame 1, S-shaped steel bars 8 are connected between the two main steel bars 7 at equal intervals, elbows for hooking the main steel bars 7 are respectively arranged at the left end and the right end of the S-shaped steel bars 8, the left side and the right side of the S-shaped steel bars 8 are respectively wound and connected with the main steel bars 7 at equal intervals, longitudinal reinforcing steel bars 4 are connected between the transverse steel plates 102 and the v-21274, transverse reinforcing steel bars 5 are arranged between the H-shaped frame 1 and the v-shaped 21274and the H-shaped frame 2 at equal intervals.
The side steel plate 101 with all be fixed with strengthening rib one 3 between the junction of horizontal steel plate 102 rear end, set up strengthening rib one 3, strengthened H shape frame 1's steadiness for connect between side steel plate 101 and the horizontal steel plate 102 firmly, strengthened the intensity of this device, all weld between the junction of side steel plate 101 with the shape frame 2 front end has the strengthening rib two 10, after having installed this device, with strengthening rib two 10 welding between the junction of side steel plate 101 and the shape frame 2 front end, strengthened H shape frame 1 and the stability of connecting between the shape frame 2.
The transverse steel plate 102 and the v-21274-shaped frame 2 are provided with a first mounting hole 11 at equal distance for the longitudinal reinforcing steel bars 4 to pass through, the first mounting hole 11 is provided with multiple groups, the first mounting hole 11 is located between two main steel bars 7, the longitudinal reinforcing steel bars 4 and the S-shaped steel bars 8 are arranged at intervals, the longitudinal reinforcing steel bars 4 are provided with multiple groups, one group of longitudinal reinforcing steel bars 4 are provided with two groups, after the longitudinal reinforcing steel bars 4 are installed, the front ends of the longitudinal reinforcing steel bars 4 are welded at the 21274, the front ends of the transverse steel plates 2 are welded at the rear ends of the longitudinal reinforcing steel bars 4, and the multiple groups of longitudinal reinforcing steel bars 4 are arranged to enable the connection stability between the front and the rear of the device to be good.
The bottom of the rear end of the v-shaped frame 2 is fixedly provided with a supporting plate 9, the supporting plate 9 is positioned below the bottom plate 6, and after the installation is finished, the top of the supporting plate 9 is attached to the bottom of the bottom plate 6, so that the sealing performance is good, and the cement concrete poured in the H-shaped frame 1 is not easy to leak.
The working principle is as follows: when the shear wall structure with high bearing capacity is used, firstly, an H-shaped frame 1 is placed at a proper position, then two main reinforcing steel bars 7 are symmetrically welded and fixed on a bottom plate 6, an S-shaped reinforcing steel bar 8 and the main reinforcing steel bars 7 are wound and connected through iron wires, then a v-21274; a shaped frame 2 is embedded and installed inside the front side of the H-shaped frame 1, the rear end of a side plate 201 is abutted against the front end of a transverse steel plate 102, installation holes I11 and v-21274on the transverse steel plate 102 are aligned, installation holes I11 on the shaped frame 2 are aligned, installation holes II 12 on the side steel plate 101 and installation holes II 12 on the side plate 201 are aligned, the top of a supporting plate 9 is attached to the bottom of the bottom plate 6, a longitudinal reinforcing steel bar 4 is penetrated and connected with the installation holes I11 and v-74on the transverse steel plate 102, the installation holes I11 on the shaped frame 2 is welded at the front end of the longitudinal reinforcing steel bar 4 at the front end of the v-21274, the rear end of the shaped frame 2 is welded at the rear end of the transverse steel plate 102, and then, the transverse reinforcing steel bars 5 are connected with the second mounting holes 12 in the side steel plates 101 and the second mounting holes 12 in the side plates 201 in a penetrating mode, two ends of the transverse reinforcing steel bars 5 are welded to the outer sides of the side steel plates 101 respectively, and finally, cement concrete is poured into the H-shaped frame 1.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. A shear wall structure with high bearing capacity comprises an H-shaped frame (1) and a v-21274; shaped frame (2) installed inside the front side of the H-shaped frame, and is characterized in that: the H-shaped frame (1) comprises two side steel plates (101), two transverse steel plates (102) are fixed between the side steel plates (101), side plates (201) are arranged on the left side and the right side of the H-shaped frame (2) in a backward bending mode, a bottom plate (6) is welded at the bottom of the front side of the H-shaped frame (1), main steel bars (7) are arranged on the left side and the right side of the bottom plate (6), S-shaped steel bars (8) are connected between the main steel bars (7) at equal intervals, longitudinal reinforcing steel bars (4) are connected between the transverse steel plates (102) and the H-shaped frame (2) at equal intervals, and transverse reinforcing steel bars (5) are installed between the H-shaped frame (1) and the V-21274and the transverse reinforcing steel bars (5) at equal intervals between the V-shaped frame (2).
2. The shear wall structure with high bearing capacity of claim 1, wherein: and a first reinforcing rib (3) is fixed between the joints of the rear ends of the side steel plates (101) and the transverse steel plates (102), and a second reinforcing rib (10) is welded between the joints of the front ends of the side steel plates (101) and the transverse steel plates (21274) and the front ends of the rectangular frames (2).
3. The shear wall structure with high bearing capacity of claim 1, wherein: the transverse steel plate (102) and the v-21274-shaped frame (2) are provided with first mounting holes (11) for the longitudinal reinforcing steel bars (4) to pass through at equal distances, multiple groups of first mounting holes (11) are arranged, and the first mounting holes (11) are located between the two main steel bars (7).
4. The shear wall structure with high bearing capacity of claim 1, wherein: the side steel plate (101) with the equal distance is seted up on curb plate (201) and is supplied horizontal reinforcement reinforcing bar (5) pass through mounting hole two (12), mounting hole two (12) are provided with the multiunit, mounting hole two (12) with S curved reinforcing bar (8) height position one-to-one.
5. The shear wall structure with high bearing capacity of claim 1, wherein: the longitudinal reinforcing steel bars (4) and the S-shaped bent steel bars (8) are arranged at intervals, a plurality of groups of longitudinal reinforcing steel bars (4) are arranged, and one group of longitudinal reinforcing steel bars (4) are provided with two groups.
6. The shear wall structure with high bearing capacity of claim 1, wherein: a supporting plate (9) is fixed at the bottom of the rear end of the v-shaped frame (2), and the supporting plate (9) is positioned below the bottom plate (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120693461.7U CN214574906U (en) | 2021-04-06 | 2021-04-06 | Shear wall structure with high bearing capacity |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120693461.7U CN214574906U (en) | 2021-04-06 | 2021-04-06 | Shear wall structure with high bearing capacity |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214574906U true CN214574906U (en) | 2021-11-02 |
Family
ID=78357669
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120693461.7U Expired - Fee Related CN214574906U (en) | 2021-04-06 | 2021-04-06 | Shear wall structure with high bearing capacity |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214574906U (en) |
-
2021
- 2021-04-06 CN CN202120693461.7U patent/CN214574906U/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 |
Granted publication date: 20211102 |