CN220014107U - Prefabricated wall body with rapid splicing function - Google Patents
Prefabricated wall body with rapid splicing function Download PDFInfo
- Publication number
- CN220014107U CN220014107U CN202321042469.2U CN202321042469U CN220014107U CN 220014107 U CN220014107 U CN 220014107U CN 202321042469 U CN202321042469 U CN 202321042469U CN 220014107 U CN220014107 U CN 220014107U
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- China
- Prior art keywords
- wall body
- prefabricated wall
- grooves
- prefabricated
- dovetail sliding
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- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract 2
- 238000009417 prefabrication Methods 0.000 claims description 3
- 239000004567 concrete Substances 0.000 abstract description 25
- 230000002787 reinforcement Effects 0.000 abstract description 15
- 239000002002 slurry Substances 0.000 abstract description 7
- 238000007569 slipcasting Methods 0.000 abstract description 5
- 230000003014 reinforcing effect Effects 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 238000010276 construction Methods 0.000 description 5
- 239000011178 precast concrete Substances 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000004321 preservation Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011268 mixed slurry Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Abstract
The utility model discloses a rapid splicing wall prefabricated member which comprises a prefabricated wall body, wherein dovetail sliding grooves are formed in two sides of the prefabricated wall body, connecting piles are arranged on two sides of the prefabricated wall body, dovetail sliding blocks are fixedly arranged on two sides of the connecting piles, the dovetail sliding blocks are in sliding fit with the dovetail sliding grooves, reinforcing steel bar through holes are formed in the connecting piles, grouting grooves are formed in the connecting piles, storage grooves are formed in the upper surface of the prefabricated wall body, connecting protruding blocks are fixedly arranged below the prefabricated wall body, the connecting protruding blocks are matched with the storage grooves, and protruding grooves are formed in one side of the dovetail sliding blocks. Through inserting the connecting pile on the reinforcement cage that reserves the extension on ground foundation through the reinforcing bar perforation, to the inside filling concrete slurry of slip casting groove, can connect the prefabricated wall body of wall body concatenation constitution by the connecting pile, compare current concrete placement mode of connection, it is more convenient.
Description
Technical Field
The utility model relates to a prefabricated wall, in particular to a prefabricated wall body which is spliced rapidly.
Background
The assembled building is a building assembled by components produced by factories on site, and is an industrialized comprehensive embodiment of the building, wherein the wall body is taken as an indispensable component of the building, and prefabrication effectively reduces the construction time.
A precast concrete wall body with a publication number of CN217896994U, which belongs to the technical field of precast concrete wall bodies and comprises: a concrete precast element wall comprising a first concrete layer, characterized in that: the inside reinforcing bar that runs through that is provided with of first concrete layer, first concrete layer yet side fixedly connected with heat preservation, the inside cement foaming heated board that sets up of heat preservation, first concrete layer fixedly connected with second concrete layer is kept away from to the heat preservation, the inside recess that is provided with of second concrete layer, fixed surface is provided with the connecting block on the second concrete layer, the inside through-hole that is provided with of connecting block, second concrete layer is kept away from heat preservation one side fixedly connected with third concrete layer, third concrete layer aspect yet side fixedly connected with waterproof layer, thereby reach and prevent that fixed effect is poor and fault and appear the crack condition, the shockproof effect has been promoted simultaneously.
The prior precast concrete wall body is firstly prefabricated by concrete, the precast concrete has heavy overall mass and large volume, and is inconvenient to transport and hoist and splice, meanwhile, the wall body often needs a plurality of precast concrete to be assembled together, a connecting structure is not arranged, and the problem that a plurality of precast wall bodies need to be connected by casting concrete is solved.
Disclosure of Invention
The utility model aims to provide a rapid spliced wall prefabricated member so as to solve the problems in the prior art.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a quick concatenation wall body prefab, includes prefabricated wall body, the forked tail spout has been seted up to prefabricated wall body both sides, prefabricated wall body both sides are provided with the connection stake, connection stake both sides fixed mounting has the forked tail slider, forked tail slider and forked tail spout sliding fit, the reinforcing bar perforation has been seted up above the connection stake, the slip casting groove has been seted up in the connection stake, the storage groove has been seted up above the prefabricated wall body, fixed mounting has the connection lug below the prefabricated wall body, the connection lug mutually supports with the storage groove.
Preferably, a convex groove is formed in one side of the dovetail sliding block.
Preferably, a limit post is fixedly arranged in the grouting groove, and a through hole is formed in the limit post.
Preferably, the front surface of the connecting pile is provided with a filling hole, and the filling hole is communicated with the inside of the grouting groove.
Preferably, a grouting hole is formed in the dovetail chute.
Preferably, a communication hole is formed in the bottom of the storage groove.
Compared with the prior art, the utility model has the beneficial effects that:
1. the connecting piles are inserted into the reinforcement cages reserved and extended on the ground foundation through the reinforcement perforation, concrete slurry is filled into the grouting grooves, and the connecting piles can be connected with the wall formed by splicing the prefabricated walls, so that the connecting pile is more rapid and more convenient compared with the existing concrete pouring connection mode.
2. The prefabricated wall body is inserted between two connecting piles, then building waste is filled into the storage groove, the building waste is adhered to the prefabricated wall body by adding grouting materials, multiple groups of prefabricated wall bodies are stacked together, the materials can enter the storage grooves on other prefabricated wall bodies along the communication holes, multiple groups of prefabricated wall bodies are adhered to form a main body, and the overall strength of the spliced wall body is enhanced.
3. The storage groove that sets up can reduce prefabricated wall body overall quality as far as possible, and adopts the design of concatenation formula, divides into many with prefabricated wall body, is convenient for remove and transport.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a sectional view of the present utility model in an installed state;
FIG. 3 is a schematic view of a connecting pile structure according to the present utility model;
FIG. 4 is a schematic view of a prefabricated wall structure according to the present utility model.
In the figure: 1. connecting piles; 101. dovetail slide blocks; 102. a convex groove; 103. perforating steel bars; 104. filling the hole; 2. grouting grooves; 201. a limit column; 202. a through hole; 3. prefabricating a wall body; 301. dovetail grooves; 302. grouting holes; 303. a connection bump; 4. a storage groove; 401. a communication hole; 5. and (5) a reinforcement cage.
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. 1-4, the present utility model provides a technical solution: the utility model provides a quick concatenation wall body prefabrication piece, including prefabricated wall body 3, the forked tail spout 301 has been seted up to prefabricated wall body 3 both sides, prefabricated wall body 3 both sides are provided with and connect stake 1, connect stake 1 both sides fixed mounting and have forked tail slider 101, forked tail slider 101 and forked tail spout 301 sliding fit, the reinforcing bar perforation 103 has been seted up above connecting stake 1, grouting groove 2 has been seted up in the connecting stake 1, storage groove 4 has been seted up above the prefabricated wall body 3, fixed mounting has connection lug 303 below the prefabricated wall body 3, connection lug 303 mutually support with storage groove 4.
In this embodiment, through reserving the steel reinforcement cage 5 that extends on ground foundation, insert in the steel reinforcement perforation 103, pour into certain concrete into the slip casting inslot 2 again, the inside concrete of slip casting inslot 2 can get into inside the steel reinforcement perforation 103, thereby link together connecting pile 1 and steel reinforcement cage 5 adhesion, link together connecting pile 1 and ground foundation, link together multiunit prefabricated wall body 3 through connecting pile 1, constitute the wall body, set up the recess on the foundation afterwards, sit in advance in recess department (smear concrete) twenty centimetres, insert prefabricated wall body 3 between two connecting pile 1, pack construction waste and add the slip casting material and make it adhere together, form a main part with prefabricated wall body 3, hoist and mount in the layer by layer and insert prefabricated wall body 3, the storage recess 4 of setting can reduce prefabricated wall body 3 overall quality as far as possible, be convenient for remove the transportation, adopt dovetail 301 and slider 101 slider mode to connect multiunit prefabricated wall body 3 to constitute the wall body, it is comparatively convenient and quick to use concrete to adhere splice.
In order to achieve the purpose of stable installation, the device is achieved by adopting the following technical scheme: a convex groove 102 is formed in one side of the dovetail sliding block 101, a limit column 201 is fixedly arranged in the grouting groove 2, a through hole 202 is formed in the limit column 201, a filling hole 104 is formed in the front face of the connecting pile 1, and the filling hole 104 is communicated with the inside of the grouting groove 2.
The grouting groove 2 is used for reducing the overall weight of the connecting pile 1, the limiting column 201 is used for limiting the reserved reinforcement cage 5, concrete slurry can be filled into the grouting groove 2 through the filling hole 104, and can flow into the reinforcement perforation 103 through the through hole 202, so that the reserved reinforcement cage 5 and the connecting pile 1 are adhered into a whole, and the wall body formed by connecting the connecting pile 1 with the prefabricated wall body 3 is higher in stability.
In order to achieve the aim of facilitating splicing, the device is achieved by adopting the following technical scheme: the dovetail chute 301 is internally provided with a grouting hole 302, and the bottom of the storage groove 4 is provided with a connecting hole 401.
The whole quality of the prefabricated wall body 3 can be reduced through the storage groove 4, the prefabricated wall bodies 3 are stacked together, the communication holes 401 can communicate the storage groove 4 together, so that the mixed slurry of the construction waste is poured into the storage groove 4, and the slurry can enter the storage groove 4 on the other prefabricated wall bodies 3 along the communication holes 401 to adhere the prefabricated wall bodies 3 to form a main body.
The working principle and the using flow of the utility model are as follows: when the device is used, the device is required to be placed at a proper position, the connecting pile 1 is inserted into a reinforcement cage 5 reserved and extended on a ground foundation through the reinforcement perforation 103, concrete slurry can be filled into the grouting groove 2 through the filling hole 104, the concrete slurry can flow into the reinforcement perforation 103 through the through hole 202, the reserved reinforcement cage 5 and the connecting pile 1 are adhered into a whole, a groove is formed in the foundation, twenty centimeters of slurry is pre-set (smeared with concrete) at the groove, the prefabricated wall 3 is inserted between the two connecting piles 1, then construction waste is filled into the storage groove 4, the construction waste and the prefabricated wall 3 are adhered together through the filling hole 104, and the prefabricated wall 3 is hoisted and inserted layer by layer to repeat the operation.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a quick concatenation wall body prefabrication piece, includes prefabricated wall body (3), its characterized in that: dovetail sliding grooves (301) are formed in two sides of the prefabricated wall body (3), connecting piles (1) are arranged on two sides of the prefabricated wall body (3), dovetail sliding blocks (101) are fixedly arranged on two sides of the connecting piles (1), the dovetail sliding blocks (101) are in sliding fit with the dovetail sliding grooves (301), reinforcing steel bar perforation holes (103) are formed in the connecting piles (1), grouting grooves (2) are formed in the connecting piles (1), storage grooves (4) are formed in the upper surface of the prefabricated wall body (3), connecting protruding blocks (303) are fixedly arranged below the prefabricated wall body (3), and the connecting protruding blocks (303) are mutually matched with the storage grooves (4).
2. A rapid splice wall preform according to claim 1, wherein: a convex groove (102) is formed in one side of the dovetail sliding block (101).
3. A rapid splice wall preform according to claim 1, wherein: a limit post (201) is fixedly arranged in the grouting groove (2), and a through hole (202) is formed in the limit post (201).
4. A rapid splice wall preform according to claim 1, wherein: the front of the connecting pile (1) is provided with a filling hole (104), and the filling hole (104) is communicated with the inside of the grouting groove (2).
5. A rapid splice wall preform according to claim 1, wherein: grouting holes (302) are formed in the dovetail grooves (301).
6. A rapid splice wall preform according to claim 1, wherein: and a communication hole (401) is formed in the bottom of the storage groove (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321042469.2U CN220014107U (en) | 2023-05-05 | 2023-05-05 | Prefabricated wall body with rapid splicing function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321042469.2U CN220014107U (en) | 2023-05-05 | 2023-05-05 | Prefabricated wall body with rapid splicing function |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220014107U true CN220014107U (en) | 2023-11-14 |
Family
ID=88694737
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321042469.2U Active CN220014107U (en) | 2023-05-05 | 2023-05-05 | Prefabricated wall body with rapid splicing function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220014107U (en) |
-
2023
- 2023-05-05 CN CN202321042469.2U patent/CN220014107U/en active Active
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