CN219773265U - Novel shockproof shear wall - Google Patents
Novel shockproof shear wall Download PDFInfo
- Publication number
- CN219773265U CN219773265U CN202321159182.8U CN202321159182U CN219773265U CN 219773265 U CN219773265 U CN 219773265U CN 202321159182 U CN202321159182 U CN 202321159182U CN 219773265 U CN219773265 U CN 219773265U
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- shear wall
- wall body
- fixedly connected
- sliding block
- fixing bolt
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 21
- 239000010959 steel Substances 0.000 claims abstract description 21
- 238000009434 installation Methods 0.000 claims description 16
- 238000004873 anchoring Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000010030 laminating Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a novel shockproof shear wall, which relates to the technical field of shear walls and comprises a shear wall body, wherein the shear wall body is fixedly connected with a second pre-buried threaded pipe, the second pre-buried threaded pipe is in threaded connection with a first fixing bolt, the first fixing bolt is spliced with a first mounting plate, the first mounting plate is fixedly connected with a first sliding groove, the first sliding groove is in sliding connection with a first sliding block, and the first sliding block is fixedly connected with a fixing plate. According to the utility model, a worker rotates the adjusting screw rod, at the moment, the adjusting screw rod drives the second sliding block to slide along the second sliding groove, the second sliding block simultaneously drives the fixing plate to adjust the position, and the fixing plate drives the first sliding block and the first sliding block to move, so that the first mounting plate and the shear wall body are driven to adjust the position, at the moment, the position of the reserved hole is adjusted on the surface of the connecting steel bar, the accuracy of the splicing position of the connecting steel bar and the reserved hole is improved, and the quality of subsequent grouting is improved.
Description
Technical Field
The utility model relates to the technical field of shear walls, in particular to a novel shockproof shear wall.
Background
The shear wall mainly bears the wall body of horizontal load and vertical load (gravity) caused by wind load or earthquake action in a building, prevents the structure from shearing (shearing) damage, improves the shock absorption lateral rigidity, improves the shock resistance of the building, generally uses a reinforced concrete cast-in-situ structure, and along with the maturity of the assembly type construction technology, a plurality of building projects can also adopt the assembly type shear wall for building construction in order to improve the construction speed.
In the prior art, as disclosed in chinese patent CN217399985U, "an assembled house shear wall structure", including first shear wall, the second shear wall has been placed on the right side of first shear wall, and two sets of support columns are installed to the right flank of first shear wall, and the mounting panel is all installed to the right-hand member of every group support column, and two sets of joint holes have been seted up to the left surface of second shear wall, and every group mounting panel all joint is in the inside of joint hole, and first buffer spring is all installed to the interior diapire of every group joint hole.
However, in the prior art, when the fabricated shear wall is installed, hoisting equipment is adopted to hoist the wall body, the preformed hole at the bottom of the shear wall is required to be inserted and butted with the preformed steel bars at the lower part of the wall body (foundation, beam, plate or column), then grouting anchoring is carried out, so that the shear wall can be firmly installed inside a building, but when the conventional shear wall is installed in a hoisting manner, after the preformed hole at the bottom of the wall body is inserted with the steel bars, workers push the wallboard to finely adjust, so that the steel bars are just inserted into the preformed hole, due to unstable force of people, the preformed hole and the steel bars are easy to be inserted in inaccurate positions, the steel bars are deviated to one side of the preformed hole, the thickness of the slurry at one side of the steel bars is thinner and does not meet the standard requirement during grouting anchoring, the connection stability is reduced, and the seismic performance of the building is reduced.
Disclosure of Invention
The utility model aims to solve the problems that when an assembled shear wall is installed, a lifting hoisting device is adopted to hoist a wall body, a preformed hole at the bottom of the shear wall is required to be inserted and butted with a preformed steel bar at the lower part (foundation, beam, plate or column) of the wall body, and then grouting anchoring is carried out, so that the shear wall can be firmly installed in a building, but when the traditional shear wall is installed in a hoisting way, after the steel bar is inserted into the preformed hole at the bottom of the wall body, workers push a wallboard to carry out fine adjustment, so that the steel bar is just inserted into the preformed hole, and due to unstable force of people, the preformed hole and the steel bar are easy to be inaccurate in insertion position, the problem that the steel bar is deviated to one side of the preformed hole, and the thickness of slurry at one side of the steel bar is thinner during grouting anchoring and does not meet the standard requirement, so that the connection stability is reduced and the seismic performance of the building is reduced.
In order to achieve the above purpose, the present utility model adopts the following technical scheme: the utility model provides a novel shear force wall takes precautions against earthquakes, includes the shear force wall body, the shear force wall body and No. two pre-buried screwed pipe fixed connection, no. two pre-buried screwed pipe and a fixing bolt threaded connection, a fixing bolt and a mounting panel grafting, a mounting panel and a spout fixed connection, a spout and a slider sliding connection, a slider and fixed plate fixed connection, fixed plate and No. two slider fixed connection, no. two slider and No. two spout sliding connection, no. two spout and No. two mounting panel fixed connection.
Preferably, the shear wall body is fixedly connected with a first pre-buried threaded pipe, and the first pre-buried threaded pipe is in threaded connection with the hanging ring.
Preferably, a plurality of second embedded threaded pipes are arranged in the shear wall body, and the second embedded threaded pipes are uniformly distributed on the bottom surface of the shear wall body.
Preferably, the second mounting plate is inserted with a second fixing bolt, and the second fixing bolt is in threaded connection with the mounting base.
Preferably, the installation foundation is fixedly connected with the connecting steel bars, and the connecting steel bars are spliced with the reserved holes.
Preferably, a plurality of preformed holes are formed in the bottom of the shear wall body, and the preformed holes are uniformly distributed on the bottom surface of the shear wall body.
Preferably, the second sliding groove is rotationally connected with the adjusting screw rod, and the adjusting screw rod is in threaded connection with the second sliding block.
Preferably, the second mounting plate is fixedly connected with the mounting base through a second fixing bolt, and the first mounting plate is fixedly connected with the shear wall body through a first fixing bolt.
Compared with the prior art, the utility model has the advantages and positive effects that:
1. according to the utility model, a worker rotates the adjusting screw rod, at the moment, the adjusting screw rod drives the second sliding block to slide along the second sliding groove, the second sliding block simultaneously drives the fixing plate to adjust the position, and the fixing plate drives the first sliding block and the first sliding block to move, so that the first mounting plate and the shear wall body are driven to adjust the position, at the moment, the position of the reserved hole is adjusted on the surface of the connecting steel bar, the accuracy of the splicing position of the connecting steel bar and the reserved hole is improved, and the quality of subsequent grouting is improved.
2. According to the utility model, after the installation and fixation are completed, the hanging ring is screwed out of the first pre-buried threaded pipe, the first fixing bolt is screwed out of the second pre-buried threaded pipe, and the second fixing bolt is screwed out of the installation foundation, so that most components can be recycled, and the cost is reduced.
Drawings
FIG. 1 is a schematic diagram of a first perspective structure of a novel earthquake-proof shear wall according to the present utility model;
FIG. 2 is a schematic diagram of a second perspective structure of a novel anti-seismic shear wall according to the present utility model;
FIG. 3 is a schematic view of a third perspective structure of a novel anti-seismic shear wall according to the present utility model;
fig. 4 is a schematic cross-sectional structure of a first mounting plate in a novel anti-seismic shear wall according to the present utility model.
Legend description: 1. a shear wall body; 2. a first pre-buried threaded pipe; 3. a hanging ring; 4. a first mounting plate; 5. a first fixing bolt; 6. a first chute; 7. a first sliding block; 8. a fixing plate; 9. a second slide block; 10. a second chute; 11. adjusting a screw rod; 12. a second mounting plate; 13. a second fixing bolt; 14. a preformed hole; 15. installing a foundation; 16. connecting steel bars; 17. and No. two pre-buried threaded pipes.
Detailed Description
In order that the above objects, features and advantages of the utility model will be more clearly understood, a further description of the utility model will be rendered by reference to the appended drawings and examples. It should be noted that, without conflict, the embodiments of the present utility model and features in the embodiments may be combined with each other.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present utility model, however, the present utility model may be practiced otherwise than as described herein, and therefore the present utility model is not limited to the specific embodiments of the disclosure that follow.
1-4, the utility model provides a novel shockproof shear wall, which comprises a shear wall body 1, wherein the shear wall body 1 is fixedly connected with a second pre-buried threaded pipe 17, the second pre-buried threaded pipe 17 is in threaded connection with a first fixing bolt 5, the first fixing bolt 5 is inserted into a first mounting plate 4, the first mounting plate 4 is fixedly connected with a first sliding groove 6, the first sliding groove 6 is in sliding connection with a first sliding block 7, the first sliding block 7 is fixedly connected with a fixing plate 8, the fixing plate 8 is fixedly connected with a second sliding block 9, the second sliding block 9 is in sliding connection with a second sliding groove 10, the second sliding groove 10 is fixedly connected with a second mounting plate 12, the shear wall body 1 is fixedly connected with a first pre-buried threaded pipe 2, the first pre-buried threaded pipe 2 is in threaded connection with a first adjusting screw 11, the second sliding groove 10 is in rotational connection with a second sliding groove 11, and the adjusting screw 11 is in threaded connection with the second sliding block 9.
Carry out threaded connection through rings 3 and pre-buried screwed pipe 2, install rings 3, lifting by crane equipment installs with rings 3, be convenient for lift by crane installation to shear wall body 1, preformed hole 14 and the preliminary grafting of connecting bar 16 in shear wall body 1 bottom back, no. two mounting panels 12 and installation basis 15 surface laminating this moment, fix No. two mounting panels 12 and installation basis 15 through No. two fixing bolt 13, the workman is through rotating accommodate the lead screw 11, accommodate the lead screw 11 drives No. two slider 9 and slides along No. two spout 10 this moment, no. two slider 9 drive fixed plate 8 simultaneously and carry out the position adjustment, fixed plate 8 drives No. 7 slider 7 and No. 7 carry out the position movement, thereby drive No. 4 and shear wall body 1 carry out the position adjustment, preformed hole 14 carries out the position adjustment on connecting bar 16 surface this moment, improve the accuracy of connecting bar 16 and preformed hole 14 grafting position, improve the quality of follow-up grouting.
As shown in fig. 1, 3 and 4, a plurality of second pre-buried threaded pipes 17 are arranged in the shear wall body 1, the second pre-buried threaded pipes 17 are uniformly distributed on the bottom surface of the shear wall body 1, the second mounting plate 12 is connected with the second fixing bolt 13 in an inserted mode, the second fixing bolt 13 is connected with the mounting base 15 in a threaded mode, the mounting base 15 is fixedly connected with the connecting reinforcing steel bars 16, the connecting reinforcing steel bars 16 are connected with the reserved holes 14 in an inserted mode, a plurality of reserved holes 14 are formed in the bottom of the shear wall body 1, the reserved holes 14 are uniformly distributed on the bottom surface of the shear wall body 1, the second mounting plate 12 is fixedly connected with the mounting base 15 through the second fixing bolt 13, and the first mounting plate 4 is fixedly connected with the shear wall body 1 through the first fixing bolt 5.
The shear wall body 1 is put down continuously, subsequent installation operation is carried out, after installation and fixation are completed, the hanging ring 3 is screwed out of the first pre-buried threaded pipe 2, the first fixing bolt 5 is screwed out of the second pre-buried threaded pipe 17, the second fixing bolt 13 is screwed out of the installation foundation 15, most components can be recycled, and cost is reduced.
The application method and the working principle of the device are as follows: through rings 3 and pre-buried screwed pipe 2 of No. one carry out threaded connection, install rings 3, lifting by crane equipment and rings 3 are installed, be convenient for lift by crane the installation to shear wall body 1, preformed hole 14 and the preliminary grafting of connecting reinforcement 16 in shear wall body 1 bottom are at this moment behind No. two mounting panels 12 and installation basis 15 surface laminating, fix No. two mounting panels 12 and installation basis 15 through No. two fixing bolt 13, the workman is through rotating adjusting screw 11, at this moment adjusting screw 11 drives No. two slider 9 and slides along No. two spout 10, no. two slider 9 drive fixed plate 8 simultaneously and carry out the position adjustment, fixed plate 8 drives No. 7 and No. one slider 7 carry out the position adjustment, thereby drive No. one mounting panel 4 and shear wall body 1 carry out the position adjustment, at this moment preformed hole 14 carries out the position adjustment on the surface of connecting reinforcement 16, improve the accuracy of connecting reinforcement 16 and preformed hole 14 grafting position, improve the quality of follow-up grouting, after the position adjustment is suitable, continue to put down No. two mounting operations with wall body 1, after the installation is fixed, unscrew No. 3 from No. one screwed out the screw 2, unscrew No. 5 from No. two screwed out the pre-buried bolt, the cost is reduced from No. two screw 15 to the installation basis part, the high-speed bolt is unscrewed, the bolt is recovered from No. 17, and the cost is reduced from the installation basis 15.
The present utility model is not limited to the above-mentioned embodiments, and any equivalent embodiments which can be changed or modified by the technical content disclosed above can be applied to other fields, but any simple modification, equivalent changes and modification made to the above-mentioned embodiments according to the technical substance of the present utility model without departing from the technical content of the present utility model still belong to the protection scope of the technical solution of the present utility model.
Claims (8)
1. The utility model provides a novel shear force wall takes precautions against earthquakes, includes shear force wall body (1), shear force wall body (1) and No. two pre-buried screwed pipe (17) fixed connection, its characterized in that: the embedded threaded pipe (17) is in threaded connection with the fixing bolt (5), the fixing bolt (5) is inserted into the mounting plate (4), the mounting plate (4) is fixedly connected with the sliding groove (6), the sliding groove (6) is in sliding connection with the sliding block (7), the sliding block (7) is fixedly connected with the fixing plate (8), the fixing plate (8) is fixedly connected with the sliding block (9), the sliding block (9) is in sliding connection with the sliding groove (10), and the sliding groove (10) is fixedly connected with the mounting plate (12).
2. The novel earthquake-proof shear wall according to claim 1, wherein: the shear wall body (1) is fixedly connected with a first pre-buried threaded pipe (2), and the first pre-buried threaded pipe (2) is in threaded connection with the hanging ring (3).
3. The novel earthquake-proof shear wall according to claim 1, wherein: the shear wall is characterized in that a plurality of second embedded threaded pipes (17) are arranged inside the shear wall body (1), and the second embedded threaded pipes (17) are uniformly distributed on the bottom surface of the shear wall body (1).
4. The novel earthquake-proof shear wall according to claim 1, wherein: the second mounting plate (12) is inserted with the second fixing bolt (13), and the second fixing bolt (13) is in threaded connection with the mounting base (15).
5. The novel earthquake-proof shear wall of claim 4, wherein: the installation foundation (15) is fixedly connected with the connecting steel bars (16), and the connecting steel bars (16) are spliced with the reserved holes (14).
6. The novel earthquake-proof shear wall according to claim 1, wherein: the shear wall is characterized in that a plurality of preformed holes (14) are formed in the bottom of the shear wall body (1), and the preformed holes (14) are uniformly distributed on the bottom surface of the shear wall body (1).
7. The novel earthquake-proof shear wall according to claim 1, wherein: the second sliding groove (10) is rotationally connected with the adjusting screw rod (11), and the adjusting screw rod (11) is in threaded connection with the second sliding block (9).
8. The novel earthquake-proof shear wall according to claim 1, wherein: the second mounting plate (12) is fixedly connected with the mounting base (15) through a second fixing bolt (13), and the first mounting plate (4) is fixedly connected with the shear wall body (1) through a first fixing bolt (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321159182.8U CN219773265U (en) | 2023-05-11 | 2023-05-11 | Novel shockproof shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321159182.8U CN219773265U (en) | 2023-05-11 | 2023-05-11 | Novel shockproof shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219773265U true CN219773265U (en) | 2023-09-29 |
Family
ID=88129845
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321159182.8U Active CN219773265U (en) | 2023-05-11 | 2023-05-11 | Novel shockproof shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219773265U (en) |
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2023
- 2023-05-11 CN CN202321159182.8U patent/CN219773265U/en active Active
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