CN213143950U - Replacement, reinforcement and support device for concrete building shear wall - Google Patents
Replacement, reinforcement and support device for concrete building shear wall Download PDFInfo
- Publication number
- CN213143950U CN213143950U CN202021453563.3U CN202021453563U CN213143950U CN 213143950 U CN213143950 U CN 213143950U CN 202021453563 U CN202021453563 U CN 202021453563U CN 213143950 U CN213143950 U CN 213143950U
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- groove
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- shear wall
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- 239000004567 concrete Substances 0.000 title claims abstract description 20
- 230000002787 reinforcement Effects 0.000 title claims description 9
- 238000010276 construction Methods 0.000 claims description 4
- 230000008093 supporting effect Effects 0.000 abstract description 10
- 230000000694 effects Effects 0.000 description 5
- 239000011150 reinforced concrete Substances 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
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Abstract
The utility model relates to a shear force wall technical field specifically discloses a strutting arrangement is consolidated in replacement of concrete building shear force wall, including the shear force wall body, first draw-in groove has all been seted up to the left and right sides of shear force wall body, the inner chamber joint of first draw-in groove has the fixture block. The utility model discloses at first with the slide bar to the inboard pulling, the slide bar drives the spring and takes place deformation, this moment, the spring takes place to drive the kelly and inwards slides when deformation, through with the fixture block joint in the inner chamber of first draw-in groove, then loosen the slide bar, the slide bar drives the spring and takes place deformation, this moment, the spring takes place to drive the kelly and pops open to the outside when deformation, the upper and lower both ends of kelly can the joint in the inner chamber of second draw-in groove, then with the internal surface of first bolt fastening in shear force wall body, make first fixed plate fix with shear force wall body, it is not good to have solved current strutting arrangement supporting effect, and dismantle inconveniently, the problem that people used is not.
Description
Technical Field
The utility model relates to a shear force wall technical field specifically is a strutting arrangement is consolidated in replacement of concrete building shear force wall.
Background
The shear wall is also called as a wind-resistant wall, an earthquake-resistant wall or a structural wall, a wall body of a house or a structure mainly bearing horizontal load and vertical load (gravity) caused by wind load or earthquake action is used for preventing the structure from being sheared and damaged, the shear wall is generally made of reinforced concrete and is divided into a plane shear wall and a barrel shear wall, the plane shear wall is used in a reinforced concrete frame structure, a riser structure and a flat slab system, in order to increase the rigidity, the strength and the collapse resistance of the structure, the reinforced concrete shear wall can be cast in situ or prefabricated at certain positions, and a supporting device is needed in the construction of the shear wall, but the existing supporting device has poor supporting effect and is inconvenient to disassemble and inconvenient to use by people.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model provides a strutting arrangement is consolidated in replacement of concrete building shear force wall possesses the good and convenient advantage of dismantlement of supporting effect, and it is not good to have solved current strutting arrangement supporting effect, and dismantles inconveniently, the problem that people used not convenient for.
The utility model discloses a strutting arrangement is consolidated in concrete construction shear force wall replacement, including the shear force wall body, first draw-in groove has all been seted up to the left and right sides of shear force wall body, the inner chamber joint of first draw-in groove has the fixture block, the outside fixed mounting of fixture block has first fixed plate, first reservation groove has all been seted up at the upper and lower both ends of first fixed plate internal surface, the second reservation groove has all been seted up at the upper and lower both ends in the fixture block outside, the inner chamber swing joint of second reservation groove and first reservation groove has the slide bar, the left end fixed mounting in the slide bar outside has the kelly, the second draw-in groove has all been seted up to the upper and lower both sides of first draw-in groove inner chamber, the kelly runs through the upper and lower both ends of fixture block and the joint in.
The utility model discloses a strutting arrangement is consolidated in replacement of concrete building shear force wall, wherein the middle-end fixed mounting of fixture block inner chamber has the horizontal pole, the middle-end fixed mounting of horizontal pole has the connecting block, the equal fixed mounting in upper and lower both sides of connecting block has the spring, and the outside fixed mounting of spring in the inboard of slide bar, through setting up horizontal pole and connecting block, can avoid the spring to rock about under the circumstances of atress.
The utility model discloses a strutting arrangement is consolidated in replacement of concrete construction shear force wall, wherein the spacing groove has all been seted up at the left upper and lower both ends of fixture block inner chamber, the inboard fixedly connected with gag lever post of slide bar, and gag lever post sliding connection in the inner chamber of spacing groove, through setting up gag lever post and spacing groove, stability when can improving the slide bar and slide from top to bottom.
The utility model discloses a strutting arrangement is consolidated in replacement of concrete building shear force wall, wherein the upper and lower both ends of first fixed plate are all through first bolt threaded connection in the internal surface of shear force wall body, and the quantity of first bolt is four, through setting up first bolt, can make the fixed effect of first fixed plate and shear force wall body better.
The utility model discloses a strutting arrangement is consolidated in replacement of concrete building shear force wall, wherein the middle-end fixed mounting in the first fixed plate outside has the second fixed block, the inner chamber of second fixed block has the connecting rod through hinge swing joint, the bottom of connecting rod has first fixed block through hinge swing joint, through setting up second fixed block and first fixed block, can make the angle of connecting rod adjustable.
The utility model discloses a strutting arrangement is consolidated in replacement of concrete building shear force wall, wherein the bottom fixed mounting of first fixed block has the second fixed plate, the bottom of second fixed plate and the top contact on ground through setting up the second fixed plate, can improve the area of contact on connecting rod and ground, make the supporting effect better.
The utility model discloses a strutting arrangement is consolidated in replacement of concrete building shear force wall, wherein both ends all are through second bolt threaded connection in the internal surface on ground about the second fixed plate top, and the quantity of second bolt is four, through setting up the second bolt, can make the fixed effect on second fixed plate and ground better.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1. the utility model discloses at first with the slide bar to the inboard pulling, the slide bar drives the spring and takes place deformation, this moment, the spring takes place to drive the kelly and inwards slides when deformation, through with the fixture block joint in the inner chamber of first draw-in groove, then loosen the slide bar, the slide bar drives the spring and takes place deformation, this moment, the spring takes place to drive the kelly and pops open to the outside when deformation, the upper and lower both ends of kelly can the joint in the inner chamber of second draw-in groove, then with the internal surface of first bolt fastening in shear force wall body, make first fixed plate fix with shear force wall body, it is not good to have solved current strutting arrangement supporting effect, and dismantle inconveniently, the problem that people used is not.
2. The utility model discloses a pass the second fixed plate with the second bolt and be fixed in the internal surface on ground, can improve the fixed effect of second fixed plate and ground.
Drawings
The accompanying drawings, which are included to provide a further understanding of the application and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the application and together with the description serve to explain the application and not to limit the application. In the drawings:
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic sectional view of the present invention;
fig. 3 is an enlarged schematic view of a portion a in fig. 2 according to the present invention.
In the figure: 1. a shear wall body; 2. a first fixed block; 3. a ground surface; 4. a connecting rod; 5. a slide bar; 6. A second fixed block; 7. a first fixing plate; 8. a second fixing plate; 9. a first preformed groove; 10. a clamping block; 11. A clamping rod; 12. a second preformed groove; 13. a first card slot; 14. a second card slot; 15. a limiting rod; 16. a limiting groove; 17. a cross bar; 18. connecting blocks; 19. a spring.
Detailed Description
In the following description, numerous implementation details are set forth in order to provide a more thorough understanding of the present invention. It should be understood, however, that these implementation details should not be used to limit the invention. That is, in some embodiments of the invention, details of these implementations are not necessary. In addition, some conventional structures and components are shown in simplified schematic form in the drawings.
In addition, the descriptions related to "first", "second", etc. in the present invention are only for description purposes, not specifically referring to the order or sequence, and are not intended to limit the present invention, but only to distinguish the components or operations described in the same technical terms, and are not to be construed as indicating or implying any relative importance or implicit indication of the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In addition, the technical solutions in the embodiments may be combined with each other, but it must be based on the realization of those skilled in the art, and when the technical solutions are contradictory or cannot be realized, the combination of the technical solutions should not be considered to exist, and is not within the protection scope of the present invention.
Referring to fig. 1-3, the utility model relates to a replacement, reinforcement and support device for a concrete building shear wall, which comprises a shear wall body 1, wherein first clamping grooves 13 are respectively formed on the left side and the right side of the shear wall body 1, a clamping block 10 is clamped in the inner cavity of each first clamping groove 13, a first fixing plate 7 is fixedly installed on the outer side of each clamping block 10, the upper end and the lower end of each first fixing plate 7 are respectively connected to the inner surface of the shear wall body 1 through first bolts in a threaded manner, the number of the first bolts is four, the fixing effect of the first fixing plate 7 and the shear wall body 1 can be better by arranging the first bolts, a second fixing block 6 is fixedly installed at the middle end of the outer side of each first fixing plate 7, the inner cavity of the second fixing block 6 is movably connected with a connecting rod 4 through hinges, the bottom of the connecting rod 4 is movably connected with a first fixing block 2 through hinges, the angle of the connecting rod 4 can be adjusted, the bottom of the first fixing block 2 is fixedly provided with a second fixing plate 8, the bottom of the second fixing plate 8 is contacted with the top of the ground 3, the contact area of the connecting rod 4 and the ground 3 can be improved by arranging the second fixing plate 8, the supporting effect is better, the left end and the right end of the top of the second fixing plate 8 are both connected to the inner surface of the ground 3 through second bolts in a threaded manner, the number of the second bolts is four, the fixing effect of the second fixing plate 8 and the ground 3 can be better by arranging the second bolts, the upper end and the lower end of the inner surface of the first fixing plate 7 are both provided with first reserved grooves 9, the upper end and the lower end of the outer side of the clamping block 10 are both provided with second reserved grooves 12, the inner cavities of the second reserved grooves 12 and the first reserved grooves 9 are movably connected with a sliding rod 5, the left end of the outer side of the sliding rod 5 is fixedly provided with, clamping bar 11 runs through the upper and lower both ends of fixture block 10 and joint in the inner chamber of second draw-in groove 14, the middle-end fixed mounting of fixture block 10 inner chamber has horizontal pole 17, the middle-end fixed mounting of horizontal pole 17 has connecting block 18, the equal fixed mounting in upper and lower both sides of connecting block 18 has spring 19, and spring 19's outside fixed mounting is in the inboard of slide bar 5, through setting up horizontal pole 17 and connecting block 18, can avoid spring 19 to rock about under the circumstances of atress, spacing groove 16 has all been seted up at the left upper and lower both ends in fixture block 10 inner chamber, the inboard fixedly connected with gag lever post 15 of slide bar 5, and gag lever post 15 sliding connection is in the inner chamber of spacing groove 16, through setting up gag lever post 15 and spacing groove 16, stability when can improving slide bar.
When using the utility model discloses the time: at first with slide bar 5 inside side pulling, slide bar 5 drives spring 19 and takes place deformation, at this moment, spring 19 takes place to drive kelly 11 and inwards slides when deforming, through with fixture block 10 joint in the inner chamber of first draw-in groove 13, then loosen slide bar 5, slide bar 5 drives spring 19 and takes place deformation, at this moment, spring 19 takes place to drive kelly 11 and outwards bounces open when deforming, the upper and lower both ends of kelly 11 can the joint in the inner chamber of second draw-in groove 14, then be fixed in the internal surface of shear force wall body 1 with first bolt fastening, make first fixed plate 7 and shear force wall body 1 fix, pass the internal surface that second fixed plate 8 was fixed in ground 3 with the second bolt at last, accomplish fixedly, it is not good to have solved current strutting arrangement supporting effect, and dismantle inconveniently, be not convenient for the problem that people used.
The above description is only an embodiment of the present invention, and is not intended to limit the present invention. Various modifications and changes may occur to those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the scope of the claims of the present invention.
Claims (7)
1. The utility model provides a strutting arrangement is consolidated in replacement of concrete construction shear wall, includes shear force wall body (1), its characterized in that: first draw-in groove (13) have all been seted up to the left and right sides of shear force wall body (1), the inner chamber joint of first draw-in groove (13) has fixture block (10), the outside fixed mounting of fixture block (10) has first fixed plate (7), first reservation groove (9) have all been seted up at the upper and lower both ends of first fixed plate (7) internal surface, second reservation groove (12) have all been seted up at the upper and lower both ends in the fixture block (10) outside, the inner chamber swing joint of second reservation groove (12) and first reservation groove (9) has slide bar (5), the left end fixed mounting in the slide bar (5) outside has kelly (11), second draw-in groove (14) have all been seted up to the upper and lower both sides of first draw-in groove (13) inner chamber, kelly (11) run through the upper and lower both ends of fixture block (10) and joint in the inner chamber of second draw-in.
2. The replacement, reinforcement and support device for the shear wall of the concrete building according to claim 1, wherein: the middle end of the inner cavity of the clamping block (10) is fixedly provided with a cross rod (17), the middle end of the cross rod (17) is fixedly provided with a connecting block (18), springs (19) are fixedly arranged on the upper side and the lower side of the connecting block (18), and the outer sides of the springs (19) are fixedly arranged on the inner side of the sliding rod (5).
3. The replacement, reinforcement and support device for the shear wall of the concrete building according to claim 1, wherein: limiting grooves (16) are formed in the upper end and the lower end of the left side of the inner cavity of the clamping block (10), a limiting rod (15) is fixedly connected to the inner side of the sliding rod (5), and the limiting rod (15) is connected to the inner cavity of the limiting grooves (16) in a sliding mode.
4. The replacement, reinforcement and support device for the shear wall of the concrete building according to claim 1, wherein: the upper end and the lower end of the first fixing plate (7) are connected to the inner surface of the shear wall body (1) through first bolt threads, and the number of the first bolts is four.
5. The replacement, reinforcement and support device for the shear wall of the concrete building according to claim 1, wherein: the middle end fixed mounting in first fixed plate (7) outside has second fixed block (6), the inner chamber of second fixed block (6) has connecting rod (4) through hinge swing joint, the bottom of connecting rod (4) has first fixed block (2) through hinge swing joint.
6. The replacement, reinforcement and support device for the shear wall of the concrete building according to claim 5, wherein: the bottom fixed mounting of first fixed block (2) has second fixed plate (8), the bottom of second fixed plate (8) and the top contact on ground (3).
7. The concrete building shear wall replacement, reinforcement and support device according to claim 6, wherein: both ends all pass through the internal surface of second bolt threaded connection in ground (3) about second fixed plate (8) top, and the quantity of second bolt is four.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021453563.3U CN213143950U (en) | 2020-07-22 | 2020-07-22 | Replacement, reinforcement and support device for concrete building shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021453563.3U CN213143950U (en) | 2020-07-22 | 2020-07-22 | Replacement, reinforcement and support device for concrete building shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213143950U true CN213143950U (en) | 2021-05-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021453563.3U Expired - Fee Related CN213143950U (en) | 2020-07-22 | 2020-07-22 | Replacement, reinforcement and support device for concrete building shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213143950U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113389402A (en) * | 2021-07-20 | 2021-09-14 | 浙江传媒学院 | Wall repairing support for historic building |
| CN113846771A (en) * | 2021-11-02 | 2021-12-28 | 怀化品格建筑工程有限公司 | Anti-seismic shear wall |
-
2020
- 2020-07-22 CN CN202021453563.3U patent/CN213143950U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113389402A (en) * | 2021-07-20 | 2021-09-14 | 浙江传媒学院 | Wall repairing support for historic building |
| CN113389402B (en) * | 2021-07-20 | 2024-06-07 | 浙江传媒学院 | A wall body repair support for ancient building |
| CN113846771A (en) * | 2021-11-02 | 2021-12-28 | 怀化品格建筑工程有限公司 | Anti-seismic shear wall |
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| 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: 20210507 |
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| CF01 | Termination of patent right due to non-payment of annual fee |