CN219826367U - Assembled integral precast concrete earthquake-resistant wall - Google Patents
Assembled integral precast concrete earthquake-resistant wall Download PDFInfo
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- CN219826367U CN219826367U CN202321273452.8U CN202321273452U CN219826367U CN 219826367 U CN219826367 U CN 219826367U CN 202321273452 U CN202321273452 U CN 202321273452U CN 219826367 U CN219826367 U CN 219826367U
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- 239000011178 precast concrete Substances 0.000 title claims abstract description 21
- 239000004567 concrete Substances 0.000 claims abstract description 123
- 238000001125 extrusion Methods 0.000 claims abstract description 17
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 5
- 230000000694 effects Effects 0.000 abstract description 7
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000009434 installation Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
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Abstract
The utility model discloses an assembled integral precast concrete earthquake-resistant wall, and particularly relates to the technical field of earthquake-resistant walls. According to the utility model, the concrete anti-seismic wall body adjacent left and right is assembled into one layer, then concrete is injected into the through holes, the concrete flows into the three first inclined grooves through the three second inclined grooves respectively, then the round rod is pushed to drive the three push rods on the push plate to slide simultaneously, so that the three extrusion plates slide into the three second inclined grooves and the three first inclined grooves respectively, the concrete in the first inclined grooves and the concrete in the second inclined grooves are compacted, and after the concrete is solidified, the concrete anti-seismic wall bodies are firmly connected together, so that the anti-seismic effect of the concrete anti-seismic wall body is greatly improved.
Description
Technical Field
The utility model relates to the technical field of anti-seismic walls, in particular to an assembled integral precast concrete anti-seismic wall.
Background
The prefabricated concrete wallboard is a reinforced concrete slab type component which is manufactured at a prefabricated factory or a building site and used for building assembly, is called wallboard or wallboard for short, and adopts the prefabricated concrete wallboard to construct an assembled large-scale building, so that the factory and mechanical construction degree can be improved, the field wet operation is reduced, the field labor is saved, the seasonal influence is overcome, the building construction period is shortened, the light prefabricated concrete wallboard is divided into an inner wallboard and an outer wallboard according to the use function, and the light prefabricated concrete wallboard needs to be spliced and assembled between two adjacent wallboards when being constructed.
However, when the existing precast concrete wallboards are spliced and assembled, the anti-seismic performance of the used connecting structural members is poor, and the stability of the precast concrete wallboards during splicing and using can be affected. Therefore, the prior art publication No. CN215977854U discloses an anti-seismic splicing structure of a light precast concrete wallboard, and the anti-seismic splicing structure is installed on two light precast concrete wallboards to be spliced through the connection of two sleeve rings and lining steel bars, so that a splicing support plate is supported at the lower ends of the two light precast concrete wallboards, and the aim of installing the anti-seismic splicing structure is fulfilled conveniently.
However, the above prior art has the following problems when in use: install fixedly to connecting the bedplate through expansion bolts, after long-time use, expansion bolts can take place not hard up to use and cup joint the ring when will splice backup pad and steel bar connection, in case the steel bar takes place crooked, fracture, will lead to light precast concrete wallboard and splice backup pad to rock unstably, thereby influence the normal use and the antidetonation effect of whole wall body.
Disclosure of Invention
In order to overcome the defects in the prior art, the utility model provides an assembled integral precast concrete earthquake-resistant wall, which is characterized in that firstly, left and right adjacent concrete earthquake-resistant walls are assembled into a layer, then concrete is injected into a through hole, the concrete flows into three first inclined grooves through three second inclined grooves respectively, then a round rod is pushed to drive three push rods on a push plate to slide simultaneously, three extrusion plates slide into the three second inclined grooves and the three first inclined grooves respectively, the concrete in the first inclined grooves and the second inclined grooves is compacted, and after the concrete is solidified, a plurality of concrete earthquake-resistant walls are firmly connected together, so that the earthquake-resistant effect of the concrete earthquake-resistant wall is greatly improved, and the problems in the background art are solved.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides an assemble integral precast concrete antidetonation wall, includes the concrete antidetonation wall body, the first inclined groove that down distributes from last in proper order has been seted up to concrete antidetonation wall body one side, the second inclined groove that down distributes in proper order has been seted up to concrete antidetonation wall body opposite side from last, and the intercommunication has the through-hole between the three second inclined groove for watering concrete installation concrete antidetonation wall body, through-hole top and bottom extend to the top and the bottom of concrete antidetonation wall body respectively, the inside extrusion subassembly that is equipped with of concrete antidetonation wall body for compacting concrete, extrusion subassembly includes three stripper plate, and all fixed being equipped with the push rod on one side of three stripper plate, the fixed same push pedal that is equipped with on one side of three push rod, the push pedal top runs through concrete antidetonation wall body and extends to concrete antidetonation wall body top.
In a preferred embodiment, a sliding groove is formed in one side, away from the second inclined groove, of the through hole, and the pushing plate is slidably arranged in the sliding groove and used for driving the three pushing rods to move simultaneously.
In a preferred embodiment, three round holes are formed in the sliding groove, the round holes are sequentially distributed from top to bottom, the three push rods are respectively arranged in the three round holes in a sliding mode, and the round holes are used for guiding the push rods.
In a preferred embodiment, a round rod is fixedly arranged on one side of the push rod close to the top of the concrete anti-seismic wall body, one side, away from the push rod, of the round rod penetrates through the concrete anti-seismic wall body and extends to the outer side of the top of the concrete anti-seismic wall body, and a constructor can conveniently push the push rod to move the extrusion plate.
In a preferred embodiment, a groove is formed in the top of the concrete anti-seismic wall body, and hanging rings are fixedly arranged in the groove, so that the concrete anti-seismic wall body can be conveniently hoisted.
In a preferred embodiment, a plurality of reinforcing steel bars are embedded in the concrete anti-seismic wall body and used for improving the strength of the concrete anti-seismic wall body, and the plurality of reinforcing steel bars are uniformly distributed in the concrete anti-seismic wall body.
In a preferred embodiment, two inserting blocks are fixedly arranged on the top and one side of the concrete anti-seismic wall body, inserting grooves are formed in the bottom and the other side of the concrete anti-seismic wall body, and the inserting blocks are matched with the inserting grooves, so that a constructor can conveniently position the concrete anti-seismic wall body when installing the concrete anti-seismic wall body.
The utility model has the technical effects and advantages that:
1. according to the utility model, the concrete anti-seismic wall body adjacent left and right is assembled into one layer, then concrete is injected into the through holes, the concrete flows into the three first inclined grooves through the three second inclined grooves respectively, then the round rod is pushed to drive the three push rods on the push plate to slide simultaneously, so that the three extrusion plates slide into the three second inclined grooves and the three first inclined grooves respectively, the concrete in the first inclined grooves and the concrete in the second inclined grooves are compacted, and after the concrete is solidified, the concrete anti-seismic wall bodies are firmly connected together, so that the anti-seismic effect of the concrete anti-seismic wall body is greatly improved.
2. Through installing two inserts at concrete antidetonation wall body top and left side, process out two slots in concrete antidetonation wall body bottom and right side, when concatenation concrete antidetonation wall body, through insert and slot cooperation between two adjacent concrete antidetonation wall bodies, further improve the connection fastness between two adjacent concrete antidetonation wall bodies, and can also help constructor to fix a position fast concrete antidetonation wall body, a plurality of reinforcing bars that set up in the concrete antidetonation wall body, can improve concrete antidetonation wall body's intensity, the rings that set up are convenient to carry out handling to the concrete antidetonation wall body.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic view of the concrete seismic wall of the utility model when spliced;
FIG. 3 is a bottom view of the concrete anti-seismic wall of the utility model;
FIG. 4 is a cross-sectional view of a concrete anti-seismic wall of the utility model;
fig. 5 is a front sectional plan view of the concrete earthquake-resistant wall of the present utility model.
The reference numerals are: 1. a concrete anti-seismic wall; 2. a first inclined groove; 3. a second inclined groove; 4. a through hole; 5. an extrusion assembly; 6. a chute; 7. a round hole; 8. a groove; 9. a hanging ring; 10. reinforcing steel bars; 11. inserting blocks; 12. a slot;
501. an extrusion plate; 502. a push rod; 503. a push plate; 504. a round rod.
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. 1-5 of the specification, the utility model provides an assembled integral precast concrete earthquake-resistant wall, which comprises a concrete earthquake-resistant wall body 1, wherein one side of the concrete earthquake-resistant wall body 1 is provided with three first inclined grooves 2 which are sequentially distributed from top to bottom, the other side of the concrete earthquake-resistant wall body 1 is provided with three second inclined grooves 3 which are sequentially distributed from top to bottom, through holes 4 are communicated between the three second inclined grooves 3 and are used for pouring concrete to install the concrete earthquake-resistant wall body 1, the top and the bottom of the through holes 4 respectively extend to the top and the bottom of the concrete earthquake-resistant wall body 1, an extrusion assembly 5 is arranged in the concrete earthquake-resistant wall body 1 and is used for compacting concrete, the extrusion assembly 5 comprises three extrusion plates 501, one side of each extrusion plate 501 is fixedly provided with a push rod 502, one side of each push rod 502 is fixedly provided with the same push plate 503, and the top of each push plate 503 penetrates through the concrete earthquake-resistant wall body 1 and extends to the upper side of the concrete earthquake-resistant wall body 1;
and spout 6 has been seted up to through-hole 4 side of keeping away from second inclined groove 3, push pedal 503 slides and establishes in spout 6 for drive three push rod 502 and remove simultaneously, all set up three from last round hole 7 down distributed in proper order in the spout 6, three push rod 502 slides respectively and establishes in three round hole 7, utilizes round hole 7 to play the guide effect to push rod 502, is close to the fixed round bar 504 that is equipped with in push rod 502 one side at concrete antidetonation wall body 1 top, round bar 504 keeps away from push rod 502 one side and runs through concrete antidetonation wall body 1 and extend to the concrete antidetonation wall body 1 top outside, makes things convenient for constructor to promote push rod 502 and removes stripper plate 501.
When assembling the anti-seismic wall, constructors can hoist the concrete anti-seismic wall 1 to an installation position by means of hoisting equipment, then assemble the left and right adjacent concrete anti-seismic wall 1 into one layer, then inject concrete into the through hole 4, the concrete flows into the three first inclined grooves 2 respectively through the three second inclined grooves 3, then push the round rod 504 to drive the three push rods 502 on the push plate 503 to slide simultaneously, the three extrusion plates 501 slide into the three second inclined grooves 3 and the three first inclined grooves 2 respectively, the concrete in the first inclined grooves 2 and the second inclined grooves 3 is compacted, then the concrete anti-seismic wall 1 of the next layer is assembled continuously according to the operation, and after the concrete is solidified, a plurality of concrete anti-seismic walls 1 can be connected together, so that the anti-seismic effect of the concrete anti-seismic wall 1 is greatly improved.
Referring to the attached drawings 1-5 of the specification, the utility model provides an assembled integral precast concrete earthquake-resistant wall, wherein a groove 8 is formed in the top of a concrete earthquake-resistant wall body 1, a hanging ring 9 is fixedly arranged in the groove 8, so that the concrete earthquake-resistant wall body 1 is convenient to hoist, a plurality of steel bars 10 are embedded in the concrete earthquake-resistant wall body 1 and are used for improving the strength of the concrete earthquake-resistant wall body 1, the steel bars 10 are uniformly distributed in the concrete earthquake-resistant wall body 1, two inserting blocks 11 are fixedly arranged on the top and one side of the concrete earthquake-resistant wall body 1, slots 12 are formed in the bottom and the other side of the concrete earthquake-resistant wall body 1, and by means of the cooperation of the inserting blocks 11 and the slots 12, the constructor is convenient to position when installing the concrete earthquake-resistant wall body 1.
Through installing two inserts 11 at concrete antidetonation wall body 1 top and left side, processing out two slots 12 in concrete antidetonation wall body 1 bottom and right side, when concatenation concrete antidetonation wall body 1, through insert 11 and slot 12 cooperation between two adjacent concrete antidetonation wall bodies 1, further improve the connection fastness between two adjacent concrete antidetonation wall bodies 1, and can also help constructor to fix a position concrete antidetonation wall body 1 fast, a plurality of reinforcing bars 10 that set up in the concrete antidetonation wall body 1, can improve the intensity of concrete antidetonation wall body 1, the rings 9 that set up conveniently carry out the handling to concrete antidetonation wall body 1.
Finally: the foregoing description of the preferred embodiments of the utility model is not intended to limit the utility model to the precise form disclosed, and any such modifications, equivalents, and alternatives falling within the spirit and principles of the utility model are intended to be included within the scope of the utility model.
Claims (7)
1. The utility model provides an assembled integral precast concrete antidetonation wall, includes concrete antidetonation wall body (1), its characterized in that: three first inclined grooves (2) which are sequentially distributed from top to bottom are formed in one side of the concrete anti-seismic wall body (1), and three second inclined grooves (3) which are sequentially distributed from top to bottom are formed in the other side of the concrete anti-seismic wall body (1);
the concrete anti-seismic wall body (1) is installed by pouring concrete, the top and the bottom of the through holes (4) extend to the top and the bottom of the concrete anti-seismic wall body (1) respectively, and an extrusion assembly (5) is arranged in the concrete anti-seismic wall body (1) and used for compacting the concrete;
the extrusion assembly (5) comprises three extrusion plates (501), push rods (502) are fixedly arranged on one sides of the three extrusion plates (501), one push plate (503) is fixedly arranged on one side of each of the three push rods (502), and the top of each push plate (503) penetrates through the concrete anti-seismic wall body (1) and extends to the upper portion of the concrete anti-seismic wall body (1).
2. An assembled monolithic precast concrete earthquake resistant wall according to claim 1, wherein: the through hole (4) is far away from one side of the second inclined groove (3) and is provided with a sliding groove (6), and the push plate (503) is slidably arranged in the sliding groove (6) and used for driving the three push rods (502) to move simultaneously.
3. An assembled monolithic precast concrete earthquake resistant wall according to claim 1, wherein: three round holes (7) which are distributed from top to bottom in sequence are formed in the sliding groove (6), and three push rods (502) are respectively arranged in the three round holes (7) in a sliding mode.
4. An assembled monolithic precast concrete earthquake resistant wall according to claim 1, wherein: a round rod (504) is fixedly arranged on one side of the push rod (502) close to the top of the concrete anti-seismic wall body (1), one side, far away from the push rod (502), of the round rod (504) penetrates through the concrete anti-seismic wall body (1) and extends to the outer side of the top of the concrete anti-seismic wall body (1) to push the push rod (502) to move.
5. An assembled monolithic precast concrete earthquake resistant wall according to claim 1, wherein: the concrete anti-seismic wall body (1) is characterized in that a groove (8) is formed in the top of the concrete anti-seismic wall body (1), and a hanging ring (9) is fixedly arranged in the groove (8) so as to facilitate hoisting of the concrete anti-seismic wall body (1).
6. An assembled monolithic precast concrete earthquake resistant wall according to claim 1, wherein: the concrete anti-seismic wall body (1) is internally embedded with a plurality of reinforcing steel bars (10) for improving the strength of the concrete anti-seismic wall body (1), and the plurality of reinforcing steel bars (10) are uniformly distributed in the concrete anti-seismic wall body (1).
7. An assembled monolithic precast concrete earthquake resistant wall according to claim 1, wherein: two inserting blocks (11) are fixedly arranged at the top and on one side of the concrete anti-seismic wall body (1), and inserting grooves (12) are formed in the bottom and the other side of the concrete anti-seismic wall body (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321273452.8U CN219826367U (en) | 2023-05-24 | 2023-05-24 | Assembled integral precast concrete earthquake-resistant wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321273452.8U CN219826367U (en) | 2023-05-24 | 2023-05-24 | Assembled integral precast concrete earthquake-resistant wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219826367U true CN219826367U (en) | 2023-10-13 |
Family
ID=88284653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321273452.8U Active CN219826367U (en) | 2023-05-24 | 2023-05-24 | Assembled integral precast concrete earthquake-resistant wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219826367U (en) |
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2023
- 2023-05-24 CN CN202321273452.8U patent/CN219826367U/en active Active
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