CN219011583U - Novel connection structure of assembled shear wall - Google Patents
Novel connection structure of assembled shear wall Download PDFInfo
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- CN219011583U CN219011583U CN202223430527.7U CN202223430527U CN219011583U CN 219011583 U CN219011583 U CN 219011583U CN 202223430527 U CN202223430527 U CN 202223430527U CN 219011583 U CN219011583 U CN 219011583U
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Abstract
The application discloses novel connection structure of assembled shear force wall relates to the technical field of assembled shear force wall, in order to improve the installation effectiveness of assembled shear force wall, including assembled shear force wall body, connecting tooth's socket has been seted up at assembled shear force wall body bottom center, connecting tooth's socket is rectangular structure, assembled shear force wall body bottom integral type is provided with fills up the foot, it is trapezium structure to fill up the foot, the equal fixed mounting in both sides of assembled shear force wall body has the U type closure bar of the connection structure evenly distributed of a novel assembled shear force wall. This application removes the assembled shear force wall body to the position of required installation, aligns the vertical distribution muscle of beam slab with connecting the tooth's socket, links together vertical distribution muscle and transverse connection muscle, and the ligature finishes the back and pours into concrete into to connecting the tooth's socket inside, does not need telescopic connection, has improved work efficiency greatly, contrast slip casting formula simultaneously, has more the visualization to prevent the inhomogeneous condition of slip casting from appearing.
Description
Technical Field
The application relates to the technical field of assembled shear walls, in particular to a novel connecting structure of an assembled shear wall.
Background
Shear walls are also known as wind-resistant walls, shock-resistant walls or structural walls. Wall bodies in houses or structures mainly bear horizontal load and vertical load (gravity) caused by wind load or earthquake action, and prevent structural shearing (shearing) damage. The shear wall is generally made of reinforced concrete, and the construction mode of the shear wall is generally divided into a cast-in-situ mode and an assembly mode. "cast-in-place" is a traditional construction method, and concrete is poured by formwork on site. The assembly is a main structural form for realizing modern industrialization and green novel industrialization of the building, and mainly comprises the steps of manufacturing the shear wall in a factory in advance, reserving corresponding connecting structures, mounting an upper prefabricated shear wall, a left prefabricated shear wall, a lower prefabricated shear wall and a right prefabricated shear wall in place on a construction site, and connecting the upper prefabricated shear wall, the left prefabricated shear wall, the lower prefabricated shear wall and the right prefabricated shear wall through the connecting structures.
The utility model discloses a prefabricated shear wall connection structure as disclosed in publication number CN211172514U, this shear wall is through pre-buried sleeve in the wall, inserts the sleeve with the reinforcing bar earlier when the installation, and the thick liquids are poured into at last, because the reinforcing bar is thinner and quantity is more to need consume a large amount of time when leading to the shear wall to install, influenced the engineering progress greatly, in order to solve above-mentioned problem, put forward the need in the wall pre-buried sleeve, aim at perforation, reinjection thick liquids, be the mill people who requires the operation precision alive.
Disclosure of Invention
In order to improve the installation effectiveness of assembled shear wall, this application provides a prefabricated shear wall connection structure.
The application provides a prefabricated shear wall connection structure, adopts following technical scheme:
the utility model provides a novel connection structure of assembled shear force wall, includes assembled shear force wall body, connection tooth's socket has been seted up at assembled shear force wall body bottom center, connection tooth's socket is rectangular structure, the inside a plurality of transverse connection muscle that is provided with of connection tooth's socket, assembled shear force wall body bottom integral type is provided with the pad foot, the pad foot is trapezium structure.
Through adopting above-mentioned technical scheme, remove the assembled shear force wall body to the position of required installation, aim at the vertical distribution muscle of beam slab with connecting the tooth's socket, with vertical distribution muscle and transverse connection muscle ligature together, the inside injection concrete of connecting the tooth's socket after the ligature finishes, do not need telescopic connection, improved work efficiency greatly, contrast slip casting simultaneously, more have the visualization and prevent the inhomogeneous condition of slip casting from appearing, support assembled shear force wall body through the pad foot, be convenient for pour into the concrete between assembled shear force wall body and beam slab.
Optionally, U-shaped closed steel bars which are uniformly distributed are fixedly arranged on the left side and the right side of the assembled shear wall body.
Through adopting above-mentioned technical scheme, at the in-process of installation shear force wall, the edge component of beam slab gets into inside the closed reinforcing bar of U type, carries out ligature with edge component and the closed reinforcing bar of U type and improves the stability of shear force wall.
Optionally, a plurality of adjacent board connecting bars of inside fixedly connected with of assembled shear force wall body, adjacent board connecting bar both ends expose from assembled shear force wall body is inside respectively, equal threaded connection of adjacent board connecting bar left and right sides outer wall has the adapter sleeve.
Through adopting above-mentioned technical scheme, when the shear force wall that needs to splice, the connecting reinforcement of two adjacent shear force walls close to the face threaded connection is in a adapter sleeve is inside simultaneously, combines two adjacent shear force walls together through the adapter sleeve, the combination of being convenient for uses.
Optionally, a plurality of uniform and separate equine socket convex blocks are uniformly arranged on the front outer wall and the rear outer wall on the left side and the right side of the assembled shear wall body, and the Ma Yacao convex blocks are of trapezoid structures.
Through adopting above-mentioned technical scheme, when two adjacent shear force walls combination use, two horse tooth socket boss are in the same place, have improved the shock resistance of shear force wall greatly through the structure of horse tooth socket.
Optionally, the positions of the two groups of Ma Yacao lugs on the outer walls of the front side and the rear side of the assembled shear wall body are staggered.
Optionally, a plurality of equidistance distributed support column mount pad has all been seted up to both sides outer wall from the top down around the assembled shear force wall body, and a plurality of the screw hole has all been seted up to support column mount pad inside.
Through adopting above-mentioned technical scheme, after the shear wall installation, connect the support column through the support column mount pad, support the shear wall through the support column, prevent that the shear wall from taking place to remove before the concrete drying.
In summary, the present application includes at least one of the following beneficial effects:
1. the assembled shear wall body is moved to a position required to be installed, the connecting tooth sockets are aligned with the vertical distribution ribs of the beam plates, the vertical distribution ribs and the transverse connection ribs are bound together, concrete is injected into the connecting tooth sockets after binding is finished, sleeve connection is not needed, the working efficiency is greatly improved, meanwhile, compared with grouting pouring, the situation that grouting is uneven is prevented visually;
2. when the shear walls need to be spliced, connecting steel bars of the adjacent surfaces of the two adjacent shear walls are simultaneously connected in one connecting sleeve in a threaded mode, and the two adjacent shear walls are combined together through the connecting sleeve, so that the combined use is facilitated.
Drawings
FIG. 1 is a schematic view of the overall structure of the present utility model;
fig. 2 is an enlarged view of a of fig. 1 according to the present utility model.
Reference numerals illustrate: 1. an assembled shear wall body; 2. connecting tooth grooves; 3. transverse connecting ribs; 4. foot pads; 5. ma Yacao bumps; 6. u-shaped closed steel bars; 7. the adjacent plates are connected with reinforcing steel bars; 8. a connection sleeve; 9. a support column mounting seat; 10. and (3) a threaded hole.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-2.
The application discloses a novel connection structure of assembled shear wall. Referring to fig. 1, a novel connection structure of an assembled shear wall comprises an assembled shear wall body 1, wherein a connection tooth socket 2 is formed in the center of the bottom of the assembled shear wall body 1, the connection tooth socket 2 is of a rectangular structure, a plurality of transverse connection ribs 3 are arranged in the connection tooth socket 2, the assembled shear wall body 1 is moved to a position required to be installed, the connection tooth socket 2 is aligned with vertical distribution ribs of a beam plate, the vertical distribution ribs are bound with the transverse connection ribs 3, concrete is injected into the connection tooth socket 2 after binding is finished, sleeve connection is not needed, the working efficiency is greatly improved, meanwhile, compared grouting pouring is realized, and the situation of uneven grouting is visually prevented;
the bottom of the assembled shear wall body 1 is integrally provided with the foot pad 4, the foot pad 4 is of a trapezoid structure, and the assembled shear wall body 1 is supported by the foot pad 4, so that concrete is conveniently injected between the assembled shear wall body 1 and the beam slab;
the outer wall from the top down of both sides all has offered the support column mount pad 9 that a plurality of equidistance distribute around the assembled shear wall body 1, and the screw hole 10 has all been offered to a plurality of support column mount pads 9 inside, and the back is installed to the shear wall, connects the support column through support column mount pad 9, supports the shear wall through the support column, prevents that the shear wall from taking place to remove before the concrete drying.
Referring to fig. 1 and 2, U-shaped closed steel bars 6 which are uniformly distributed are fixedly installed on the left side and the right side of an assembled shear wall body 1, and in the process of installing the shear wall, edge members of a beam plate enter the inside of the U-shaped closed steel bars 6, and the edge members and the U-shaped closed steel bars 6 are bound to improve the stability of the shear wall;
the inside of the assembled shear wall body 1 is fixedly connected with a plurality of adjacent plate connecting steel bars 7, two ends of each adjacent plate connecting steel bar 7 are exposed from the inside of the assembled shear wall body 1 respectively, the outer walls of the left side and the right side of each adjacent plate connecting steel bar 7 are respectively connected with a connecting sleeve pipe 8 in a threaded manner, when the shear walls need to be spliced, the connecting steel bars 7 of the adjacent surfaces of two adjacent shear walls are simultaneously connected in one connecting sleeve pipe 8 in a threaded manner, and the two adjacent shear walls are combined together through the connecting sleeve pipes 8, so that the combined use is convenient;
the front and rear outer walls of the left side and the right side of the assembled shear wall body 1 are uniformly provided with a plurality of uniformly and respectively provided with the horse tooth groove convex blocks 5, the horse tooth groove convex blocks 5 are of a trapezoid structure, the positions of the two groups of horse tooth groove convex blocks 5 positioned on the front and rear outer walls of the assembled shear wall body 1 are mutually staggered, and when two adjacent shear walls are combined for use, the two horse tooth groove convex blocks 5 are combined together, and the earthquake resistance of the shear wall is greatly improved through the structure of the horse tooth groove.
The implementation principle of the novel connection structure of the assembled shear wall is as follows:
the assembled shear wall body 1 is moved to the position where the assembled shear wall body is required to be installed, the connecting tooth sockets 2 are aligned with the vertical distribution ribs of the beam plates, the vertical distribution ribs are bound with the transverse connection ribs 3, concrete is injected into the connecting tooth sockets 2 after binding is finished, sleeve connection is not needed, working efficiency is greatly improved, grouting casting is compared, the condition that grouting is uneven is prevented from occurring in a visualized mode, the assembled shear wall body 1 is supported through the cushion feet 4, and concrete is conveniently injected between the assembled shear wall body 1 and the beam plates.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article, or apparatus that comprises an element.
The above embodiments are only for illustrating the technical solution of the present utility model, and are not limiting; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present utility model.
Claims (6)
1. Novel connection structure of assembled shear force wall, including assembled shear force wall body (1), its characterized in that: connecting tooth grooves (2) are formed in the center of the bottom of the assembled shear wall body (1), the connecting tooth grooves (2) are of rectangular structures, a plurality of transverse connecting ribs (3) are arranged inside the connecting tooth grooves (2), foot pads (4) are integrally arranged at the bottom of the assembled shear wall body (1), and the foot pads (4) are of trapezoid structures.
2. The connection structure of a novel fabricated shear wall according to claim 1, wherein: u-shaped closed steel bars (6) which are uniformly distributed are fixedly arranged on the left side and the right side of the assembled shear wall body (1).
3. The connection structure of a novel fabricated shear wall according to claim 1, wherein: the assembled shear wall body (1) is internally fixedly connected with a plurality of adjacent plate connecting steel bars (7), two ends of each adjacent plate connecting steel bar (7) are respectively exposed out of the assembled shear wall body (1), and connecting sleeves (8) are connected to outer walls of the left side and the right side of each adjacent plate connecting steel bar (7) in a threaded mode.
4. The connection structure of a novel fabricated shear wall according to claim 1, wherein: the front outer wall and the rear outer wall on the left side and the right side of the assembled shear wall body (1) are uniformly provided with a plurality of uniform and separate equine socket convex blocks (5), and the Ma Yacao convex blocks (5) are of trapezoid structures.
5. The connection structure of a novel fabricated shear wall according to claim 4, wherein: the positions of the two groups of Ma Yacao lugs (5) on the outer walls of the front side and the rear side of the assembled shear wall body (1) are staggered.
6. The connection structure of a novel fabricated shear wall according to claim 1, wherein: the outer walls of the front side and the rear side of the assembled shear wall body (1) are provided with a plurality of equally distributed support column installation seats (9) from top to bottom, and a plurality of threaded holes (10) are formed in the support column installation seats (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223430527.7U CN219011583U (en) | 2022-12-21 | 2022-12-21 | Novel connection structure of assembled shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223430527.7U CN219011583U (en) | 2022-12-21 | 2022-12-21 | Novel connection structure of assembled shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219011583U true CN219011583U (en) | 2023-05-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223430527.7U Active CN219011583U (en) | 2022-12-21 | 2022-12-21 | Novel connection structure of assembled shear wall |
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| CN (1) | CN219011583U (en) |
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2022
- 2022-12-21 CN CN202223430527.7U patent/CN219011583U/en active Active
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