CN211899036U - Assembled shear force wall structure - Google Patents

Assembled shear force wall structure Download PDF

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Publication number
CN211899036U
CN211899036U CN201922050215.5U CN201922050215U CN211899036U CN 211899036 U CN211899036 U CN 211899036U CN 201922050215 U CN201922050215 U CN 201922050215U CN 211899036 U CN211899036 U CN 211899036U
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China
Prior art keywords
shear force
force wall
side shear
wall
grafting piece
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CN201922050215.5U
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Chinese (zh)
Inventor
潘余湖
陈楚楚
徐晓绿
何玲艳
陈家俊
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Bodi Construction Group Co ltd
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Bodi Construction Group Co ltd
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Abstract

The utility model discloses an assembled shear force wall structure, its technical scheme main points are: including left side shear force wall and right side shear force wall, all be equipped with coupling assembling on left side shear force wall and the right side shear force wall, left side shear force wall and right side shear force wall are fixed through coupling assembling, all be equipped with the draw-in groove of corresponding setting on left side shear force wall and the right side shear force wall, form the pouring chamber after the fixed plate inserts the draw-in groove, coupling assembling is located the pouring intracavity.

Description

Assembled shear force wall structure
Technical Field
The utility model relates to a building field, more specifically the utility model relates to an assembled shear force wall structure that says so.
Background
The construction mode of the shear wall generally comprises a cast-in-place mode and an assembly mode, wherein the cast-in-place mode is a traditional construction mode and needs mould fixing, namely a template is assembled on site, and then concrete is poured; the assembly is a main structure form for realizing the modern industrialization of buildings, and mainly comprises the steps of prefabricating the prefabricated shear walls in a factory, reserving corresponding connecting devices, and reliably connecting the upper prefabricated shear wall and the lower prefabricated shear wall in place through the connecting devices after the upper prefabricated shear wall and the lower prefabricated shear wall are installed in place on a construction site. Compare in "cast-in-place" form, assembled shear force wall has that production efficiency is high, engineering quality is good, easily form advantages such as technical integration, resources are saved, environmental protection, and prefabricated assembled shear force wall has the seam connection form of two kinds: the first type is horizontal seam connection for connecting an upper prefabricated shear wall and a lower prefabricated shear wall; the other is vertical seam connection for connecting two adjacent walls on the same floor.
The existing assembled shear wall has more problems, such as: the installation is complicated, the waterproof effect is not good, the intensity is not enough etc. a series of problems, and these problems still can not get effective solution.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims to provide a waterproof performance is good, convenient assembling and the higher assembled shear force wall structure of intensity.
In order to achieve the above purpose, the utility model provides a following technical scheme:
this kind of assembled shear force wall structure, including left side shear force wall and right side shear force wall, all be equipped with coupling assembling on left side shear force wall and the right side shear force wall, left side shear force wall and right side shear force wall are fixed through coupling assembling, all be equipped with the draw-in groove of corresponding setting on left side shear force wall and the right side shear force wall, the fixed plate passes through the fastener and fixes the back formation pouring chamber on the draw-in groove, coupling assembling is located the pouring intracavity.
Further, coupling assembling includes hollow joint column and sleeve, hollow joint column and left side shear force wall integrated into one piece, and set up at left side shear force wall right-hand member, be equipped with the steel reinforcement cage in the hollow joint column, sleeve and right side shear force wall integrated into one piece, and set up at right side shear force wall left end, all be equipped with the plug hole on hollow joint column and the sleeve, it is fixed that hollow joint column inserts to fill through the plug hole pouring behind the sleeve, and after hollow joint column and sleeve pouring finished, the pouring thing can outwards permeate to sleeve and pouring intracavity through the guide hole.
Furthermore, coupling assembling includes first grafting piece and second grafting piece, first grafting piece sets up at left side shear force wall right-hand member, and first grafting piece sets up with left side shear force wall integration, the second grafting piece sets up at right side shear force wall left end, and second grafting piece sets up with right side shear force wall integration, first grafting piece and second grafting piece are the matched with step form.
Further, first plug-in block and second plug-in block all set up first step and the second step that corresponds each other, the first step and the second step of second plug-in block all are equipped with a plurality of plug-in blocks, the first step and the second step of first plug-in block correspond the plug-in block respectively and are provided with assorted socket.
The utility model has the advantages that: left side shear force wall and right side shear force wall pass through coupling assembling to be connected fixedly, are inserting the fixed plate and are forming the pouring chamber in the draw-in groove, and the back of the pouring is with left side shear force wall and right side shear force wall and the complete fixed molding of coupling assembling, simple structure, installation are simple, the water-proof effects is better and intensity is high.
Drawings
FIG. 1 is a sectional view of example 1;
FIG. 2 is a top view of FIG. 1;
FIG. 3 is a perspective view of embodiment 2;
fig. 4 is a reference diagram of the use state of fig. 3.
Reference numerals: 1. a left shear wall; 2. a right side shear wall; 3. a fixing plate; 30. a card slot; 31. a pouring cavity; 32. a fastener; 40. a hollow connecting column; 41. a sleeve; 42. a guide hole; 43. a first plug-in block; 44. a second insertion block; 440. a first step; 4400. inserting a block; 441. a second step; 45. a pouring hole; 5. and (4) a reinforcement cage.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples. In which like parts are designated by like reference numerals. It should be noted that the terms "front," "back," "left," "right," "upper" and "lower" used in the following description refer to directions in the drawings, and the terms "bottom" and "top," "inner" and "outer" refer to directions toward and away from, respectively, the geometric center of a particular component.
Example 1
Referring to fig. 1 to 2, the working principle of the present embodiment is as follows: hollow spliced pole 40 of left side shear wall 1 inserts in the sleeve 41 of right side shear wall 2, fixed plate 3 in both ends around left side shear wall 1 and the right side shear wall 2, form pouring cavity 31, the user pours through pouring hole 45, pour into a mould full back in hollow spliced pole 40 and the sleeve 41, the casting can permeate to sleeve 41 and pouring cavity 31 in through guide hole 42, also fill completely until pouring cavity 31, with sleeve 41, spliced pole and left side shear wall 1 and the integration of right side shear wall 2 set up, structural strength is higher.
This kind of assembled shear force wall structure, including left side shear force wall 1 and right side shear force wall 2, all be equipped with coupling assembling on left side shear force wall 1 and the right side shear force wall 2, left side shear force wall 1 and right side shear force wall 2 are fixed through coupling assembling, all are equipped with the draw-in groove 30 of corresponding setting on left side shear force wall 1 and the right side shear force wall 2, fixed plate 3 forms pouring chamber 31 after fixing on draw-in groove 30 through fastener 32, coupling assembling is located pouring chamber 31.
As an improved specific implementation manner, the connecting assembly includes a hollow connecting column 40 and a sleeve 41, the hollow connecting column 40 and the left shear wall 1 are integrally formed, and are disposed at the right end of the left shear wall 1, a reinforcement cage 5 is disposed in the hollow connecting column 40, the sleeve 41 and the right shear wall 2 are integrally formed, and are disposed at the left end of the right shear wall 2, the hollow connecting column 40 and the sleeve 41 are both provided with a pouring hole 45, the hollow connecting column 40 is inserted into the sleeve 41 and then is poured, filled and fixed through the pouring hole 45, and after the pouring of the hollow connecting column 40 and the sleeve 41 is completed, a pouring material can penetrate into the sleeve 41 and the pouring cavity 31 through the guide hole 42.
Example 2
Referring to fig. 3 to 4, the working principle of the present embodiment is as follows: the first insert 4400 of the left shear wall 1 is directly aligned with the second insert 4400 of the right shear wall 2 to be inserted, the first step 440 and the second step 441 of the left shear wall 1 and the right shear wall 2 are oppositely arranged, when the first step 440 and the second step 441 of the second insert 4400 are inserted into the sockets, corresponding to the first insert 4400, of the first step 440 and the second step 441 are arranged on the first step 440 and the second step 441 of the second insert 4400 to be inserted, rainwater can be prevented from penetrating into the inner wall from the vertical joint through the front end and the rear end, meanwhile, the insert 4400 and the clamping groove 30 are obliquely matched, rainwater can be prevented from penetrating downwards from the top of the vertical joint, the waterproof performance is good, the fixing plate 3 can be fixed on the clamping groove 30 after complete insertion, the fixing plate 3 is fixed with the first insert 43 and the second insert 44 through pouring, the connecting strength is strengthened, and a good waterproof effect is achieved.
As a specific embodiment of the improvement, the connecting assembly includes a first insertion block 43 and a second insertion block 44, the first insertion block 43 is disposed at the right end of the left shear wall 1, and the first insertion block 43 is integrally disposed with the left shear wall 1, the second insertion block 44 is disposed at the left end of the right shear wall 2, and the second insertion block 44 is integrally disposed with the right shear wall 2, and the first insertion block 43 and the second insertion block 44 are in a matched step shape.
As an improved specific embodiment, the first insertion block 43 and the second insertion block 44 are both provided with a first step 440 and a second step 441 corresponding to each other, the first step 440 and the second step 441 of the second insertion block 44 are both provided with a plurality of insertion blocks 4400, and the first step 440 and the second step 441 of the first insertion block 43 are respectively provided with matching insertion holes corresponding to the insertion blocks 4400.
It is above only the utility model discloses a preferred embodiment, the utility model discloses a scope of protection does not only confine above-mentioned embodiment, the all belongs to the utility model discloses a technical scheme under the thinking all belongs to the utility model discloses a scope of protection. It should be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.

Claims (4)

1. The utility model provides an assembled shear force wall structure, includes left side shear force wall (1) and right side shear force wall (2), its characterized in that: all be equipped with coupling assembling on left side shear force wall (1) and right side shear force wall (2), left side shear force wall (1) and right side shear force wall (2) are fixed through coupling assembling, all be equipped with draw-in groove (30) of corresponding setting on left side shear force wall (1) and right side shear force wall (2), fixed plate (3) form pouring chamber (31) after fixing on draw-in groove (30) through fastener (32), coupling assembling is located pouring chamber (31).
2. A fabricated shear wall construction according to claim 1, wherein: coupling assembling includes hollow spliced pole (40) and sleeve (41), hollow spliced pole (40) and left side shear force wall (1) integrated into one piece, and set up at left side shear force wall (1) right-hand member, be equipped with steel reinforcement cage (5) in hollow spliced pole (40), sleeve (41) and right side shear force wall (2) integrated into one piece, and set up at right side shear force wall (2) left end, all be equipped with pouring hole (45) on hollow spliced pole (40) and sleeve (41), it is fixed that hollow spliced pole (40) are filled through pouring hole (45) pouring after inserting sleeve (41), and after hollow spliced pole (40) and sleeve (41) pouring finished, the pouring thing can outwards permeate to sleeve (41) and pour into a mould chamber (31) through guide hole (42).
3. A fabricated shear wall construction according to claim 1, wherein: coupling assembling includes first grafting piece (43) and second grafting piece (44), first grafting piece (43) set up at left side shear force wall (1) right-hand member, and first grafting piece (43) and left side shear force wall (1) integration setting, second grafting piece (44) set up at right side shear force wall (2) left end, and second grafting piece (44) and right side shear force wall (2) integration setting, first grafting piece (43) and second grafting piece (44) are the matched with step form.
4. A fabricated shear wall construction according to claim 3, wherein: first grafting piece (43) and second grafting piece (44) all set up first step (440) and second step (441) that correspond each other, first step (440) and second step (441) of second grafting piece (44) all are equipped with a plurality of grafting pieces (4400), first step (440) and second step (441) of first grafting piece (43) correspond grafting piece (4400) respectively and are provided with the assorted socket.
CN201922050215.5U 2019-11-25 2019-11-25 Assembled shear force wall structure Active CN211899036U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922050215.5U CN211899036U (en) 2019-11-25 2019-11-25 Assembled shear force wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922050215.5U CN211899036U (en) 2019-11-25 2019-11-25 Assembled shear force wall structure

Publications (1)

Publication Number Publication Date
CN211899036U true CN211899036U (en) 2020-11-10

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201922050215.5U Active CN211899036U (en) 2019-11-25 2019-11-25 Assembled shear force wall structure

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CN (1) CN211899036U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114541596A (en) * 2022-03-17 2022-05-27 常州工程职业技术学院 Simple connecting structure for vertical joints of assembled shear wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114541596A (en) * 2022-03-17 2022-05-27 常州工程职业技术学院 Simple connecting structure for vertical joints of assembled shear wall
CN114541596B (en) * 2022-03-17 2023-08-29 常州工程职业技术学院 Simple connecting structure for vertical joints of assembled shear wall

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