CN212689311U - Assembled shear force wall connecting device - Google Patents
Assembled shear force wall connecting device Download PDFInfo
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- CN212689311U CN212689311U CN202020559473.6U CN202020559473U CN212689311U CN 212689311 U CN212689311 U CN 212689311U CN 202020559473 U CN202020559473 U CN 202020559473U CN 212689311 U CN212689311 U CN 212689311U
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- shear wall
- angle steel
- inclined supporting
- hole
- bolt
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Abstract
The utility model discloses an assembled shear force wall connecting device, its device includes: the shear wall, the floor slab, the angle steel, the inclined support rod, the bolt and the nut; the angle steel further comprises a base and a reinforcing plate, the reinforcing plate is vertically arranged on the base, the base is connected to the upper surface of the floor slab, and the reinforcing plate is connected to the shear wall; one end of the inclined supporting rod is connected to the shear wall, and the other end of the inclined supporting rod is connected to the floor slab; the nut is connected with the bolt, the utility model can be practically applied to engineering practice and has certain feasibility; the utility model embodies the advantages of the rapid construction speed and short construction period of the fabricated structure, and releases a large amount of tower crane equipment and templates; the utility model discloses well used equipment instrument all can used by repeated dismantlement, accords with the energy-concerving and environment-protective requirement that present country advocated.
Description
Technical Field
The utility model relates to a building structure technical field, in particular to assembled shear force wall connecting device.
Background
In recent years, the development of fabricated buildings is classified as the key work of the construction industry by issuing policy documents related to the fabricated buildings from various places such as the state department, province and city. Against this background, the assembly type shear wall structure has been vigorously developed. The horizontal connection process of the corresponding shear wall is also developed rapidly, the connection methods such as cold extrusion sleeves and the like are mature construction processes applied to actual engineering at present, but no good method is available for how to carry out hoisting construction quickly and reduce the service time of a tower crane in the actual construction process. If the shear wall can not be quickly positioned and hoisted in the construction process and the service time of the tower crane can not be reduced, the advantages of rapidness, short period and the like of the assembly type structure relative to the traditional construction process can not be embodied.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an assembled shear force wall connecting device and installation to how to put forward in the solution above-mentioned background art is being under construction and is fixing a position hoist and mount shear force wall fast and reduce the live time scheduling problem of tower crane.
In order to achieve the above object, the utility model discloses an assembly type shear force wall connecting device, it includes: the shear wall, the floor slab, the angle steel, the inclined support rod, the bolt and the nut; the angle steel further comprises a base and a reinforcing plate, the reinforcing plate is vertically arranged on the base, the base is connected to the upper surface of the floor slab, and the reinforcing plate is connected to the shear wall; one end of the inclined supporting rod is connected to the shear wall, and the other end of the inclined supporting rod is connected to the floor slab; the nut is connected to the bolt.
Preferably, the shear wall further comprises a first through hole, a second through hole and a fourth through hole, the third through hole is formed in one end of the reinforcing plate, the first through hole and the second through hole are respectively arranged corresponding to the third through hole, and the fourth through hole is arranged between the first through hole and the second through hole.
As a preferable scheme, the angle steel further comprises a first angle steel and a second angle steel, the first angle steel and the second angle steel are oppositely arranged on two sides of the shear wall, the upper surface of the floor slab is further uniformly provided with a plurality of first fixing columns, and the first fixing columns are arranged between the first angle steel and the second angle steel.
Preferably, the shear wall structure is characterized by further comprising inclined supporting plates, wherein each inclined supporting plate comprises a first inclined supporting plate, a second inclined supporting plate and a third inclined supporting plate, the first inclined supporting plate and the second inclined supporting plate are arranged on two sides of the shear wall oppositely, and the third inclined supporting plate is connected to the floor.
Preferably, the bolt further comprises a first bolt and a second bolt, and the first bolt is sequentially arranged in the first inclined supporting plate, the shear wall and the second inclined supporting plate in a penetrating manner; the second bolt sequentially penetrates through the first angle steel, the shear wall and the second angle steel.
Preferably, a plurality of second fixing columns are uniformly arranged at the bottom of the shear wall, and the plurality of second fixing columns are respectively connected to the plurality of first fixing columns.
Preferably, one end of the inclined supporting rod is hinged to the shear wall, and the other end of the inclined supporting rod is hinged to the floor slab.
The utility model discloses an assembled shear force wall connecting device, the device includes: the shear wall, the floor slab, the angle steel, the inclined support rod, the bolt and the nut; the angle steel further comprises a base and a reinforcing plate, the reinforcing plate is vertically arranged on the base, the base is connected to the upper surface of the floor slab, and the reinforcing plate is connected to the shear wall; one end of the inclined supporting rod is connected to the shear wall, the other end of the inclined supporting rod is connected to the floor, and the nut is connected to the bolt; the utility model discloses well used equipment instrument all can used by repeated dismantlement, accords with the energy-concerving and environment-protective requirement that present country advocated.
Drawings
Fig. 1 is an exploded view of an assembled shear wall connection device of the present invention;
fig. 2 is one of the assembly views of an assembly type shear wall connection device of the present invention;
FIG. 3 is one of the assembly views of an assembled shear wall connection of the present invention;
fig. 4 is an enlarged schematic view of a portion a in an exploded view of the assembled shear wall connection device of the present invention;
fig. 5 is an enlarged schematic view of a position B in an exploded view of the assembly type shear wall connection device of the present invention.
In the figure:
1. a shear wall; 11. a first through hole; 12. a second through hole; 13. a fourth via hole; 14. a second fixed column;
2. a floor slab; 21. first fixing;
3. angle steel; 301. a first angle steel; 302. a second angle steel; 31. a base; 32. a reinforcing plate; 321. a third through hole;
4. an inclined support rod;
5. a bolt; 51. a first bolt; 52. a second bolt;
6. a nut;
7. a diagonal bracing plate; 71. a first inclined supporting plate; 71. a second inclined supporting plate; 73. and a third inclined supporting plate.
Detailed Description
The following detailed description of the embodiments of the present invention is provided with reference to the accompanying drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.
As shown in fig. 1-2, the utility model discloses an assembly type shear force wall connecting device, it includes: the shear wall comprises a shear wall 1, a floor slab 2, angle steel 3, an inclined support rod 4, a bolt 5 and a nut 6; the angle steel 3 further comprises a base 31 and a reinforcing plate 32, the reinforcing plate 32 is vertically arranged on the base 31, the base 31 is connected to the upper surface of the floor slab 2, and the reinforcing plate 32 is connected to the shear wall 1; one end of the inclined support rod 4 is connected to the shear wall 1, and the other end of the inclined support rod 4 is connected to the floor slab 2; the nut 5 is attached to the bolt 6. The utility model can be practically applied to engineering practice and has certain feasibility; the utility model embodies the advantages of the rapid construction speed and short construction period of the fabricated structure, and releases a large amount of tower crane equipment and templates; the utility model discloses well used equipment instrument all can used by repeated dismantlement, accords with the energy-concerving and environment-protective requirement that present country advocated.
It should be noted here that the utility model discloses a set up bearing diagonal pole 4, the shear force wall emergence is toppled when preventing that the workman from carrying out sleeve extrusion and other construction steps.
Preferably, the shear wall 1 further includes a first through hole 11, a second through hole 12, and a fourth through hole 13, one end of the reinforcing plate 32 is provided with a third through hole 321, the first through hole 11 and the second through hole 12 are respectively arranged corresponding to the third through hole 321, and the fourth through hole 13 is arranged between the first through hole 11 and the second through hole 12.
It should be noted here that the utility model discloses a first through-hole 11, second through-hole 12 and fourth through-hole 13 have been seted up to the shear force wall, and angle steel 3 can be directly connect through bolt 5 when hoist and mount location and fix to shear force wall 1 on, the another side of angle steel 3 then through bolt 5 nail to on floor 2 to can support the shear force wall, provide the condition for workman's extrusion sleeve.
Preferably, the angle steel 3 further comprises a first angle steel 301 and a second angle steel 302, the first angle steel 301 and the second angle steel 302 are oppositely arranged on two sides of the shear wall 1, the upper surface of the floor slab 2 is further uniformly provided with a plurality of first fixing columns 21, and the plurality of first fixing columns 21 are arranged between the first angle steel 301 and the second angle steel 302.
It should be noted that the angle 3 is welded with diagonal rods at the angle portions to enhance the bearing capacity of the angle 3 to resist the weight of the shear wall 1, thereby enhancing the overall stability.
Preferably, the shear wall further comprises a diagonal bracing plate 7, wherein the diagonal bracing plate 7 comprises a first diagonal bracing plate 71, a second diagonal bracing plate 72 and a third diagonal bracing plate 73, the first diagonal bracing plate 71 and the second diagonal bracing plate 72 are arranged on two sides of the shear wall 1 oppositely, and the third diagonal bracing plate 73 is connected to the floor 2.
Preferably, the bolt 5 further comprises a first bolt 51 and a second bolt 52, and the first bolt 51 is sequentially inserted through the first inclined support plate 71, the shear wall 1 and the second inclined support plate 72; the second bolt 52 is sequentially inserted through the first angle steel 31, the shear wall 1 and the second angle steel 32.
It should be noted here that all the steps of the utility model are dry connections, the contact surfaces of the angle steel 3 and the diagonal bracing piece 4 and the floor slab 2 are connected by the driving bolt 5, and all the devices are easy to be disassembled and can be repeatedly used.
Preferably, a plurality of second fixing columns 14 are uniformly arranged at the bottom of the shear wall, and the plurality of second fixing columns 14 are respectively connected to the plurality of first fixing columns 21.
As the preferred scheme, one end of the diagonal bracing rod 4 is hinged to the shear wall 1, and the other end of the diagonal bracing rod 4 is hinged to the floor slab 2.
It should be noted here that the inclined supporting plate 7 of the present invention is hinged to the inclined supporting rod 4, so that the angle can be freely adjusted.
The utility model also provides an installation method of assembled shear force wall connecting device, the method includes:
s01, hoisting the shear wall 1 to a corresponding position through a tower crane, and connecting the first fixing column 21 and the second fixing column 14 in a matching manner to perform positioning;
s02, connecting one ends of angle steel 3 and an inclined support rod 4 to a shear wall 1, hinging the other end of the inclined support rod 4 to a floor slab 2, and removing a tower crane after fixing;
s03, sleeve extrusion is carried out on the steel bars of the hoisted shear wall 1, after the extrusion is finished, a template is lapped, and post-pouring is carried out;
and S04, after post-pouring is finished, disassembling the angle steel 3 and the inclined supporting rod 4.
To sum up, the utility model discloses an assembled shear force wall connecting device and installation method, the device includes: the shear wall, the floor slab, the angle steel, the inclined support rod, the bolt and the nut; the angle steel further comprises a base and a reinforcing plate, the reinforcing plate is vertically arranged on the base, the base is connected to the upper surface of the floor slab, and the reinforcing plate is connected to the shear wall; one end of the inclined supporting rod is connected to the shear wall, and the other end of the inclined supporting rod is connected to the floor slab; the utility model has the advantages of the utility model embodies the advantages of the rapid construction speed and short period of the assembly structure, and releases a large amount of tower crane equipment and templates; the utility model discloses well used equipment instrument all can used by repeated dismantlement, accords with the energy-concerving and environment-protective requirement that present country advocated.
The above is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and substitutions can be made without departing from the technical principle of the present invention, and these modifications and substitutions should also be regarded as the protection scope of the present invention.
Claims (7)
1. An assembled shear wall connection device, comprising: the shear wall, the floor slab, the angle steel, the inclined support rod, the bolt and the nut; the angle steel further comprises a base and a reinforcing plate, the reinforcing plate is vertically arranged on the base, the base is connected to the upper surface of the floor slab, and the reinforcing plate is connected to the shear wall; one end of the inclined supporting rod is connected to the shear wall, and the other end of the inclined supporting rod is connected to the floor slab; the nut is connected to the bolt.
2. The assembly type shear wall connecting device according to claim 1, wherein the shear wall further comprises a first through hole, a second through hole and a fourth through hole, a third through hole is formed in one end of the reinforcing plate, the first through hole and the second through hole are respectively arranged corresponding to the third through hole, and the fourth through hole is arranged between the first through hole and the second through hole.
3. The fabricated shear wall connection device of claim 1, wherein the angle steel further comprises a first angle steel and a second angle steel, the first angle steel and the second angle steel are oppositely arranged on two sides of the shear wall, the upper surface of the floor slab is further uniformly provided with a plurality of first fixing columns, and the plurality of first fixing columns are arranged between the first angle steel and the second angle steel.
4. The assembly type shear wall connection device according to claim 3, further comprising inclined supporting plates, wherein the inclined supporting plates comprise a first inclined supporting plate, a second inclined supporting plate and a third inclined supporting plate, the first inclined supporting plate and the second inclined supporting plate are oppositely arranged on two sides of the shear wall, and the third inclined supporting plate is connected to the floor slab.
5. The assembly type shear wall connecting device according to claim 4, wherein the bolt further comprises a first bolt and a second bolt, and the first bolt is sequentially arranged in the first inclined supporting plate, the shear wall and the second inclined supporting plate in a penetrating manner; the second bolt sequentially penetrates through the first angle steel, the shear wall and the second angle steel.
6. The assembly type shear wall connecting device according to claim 1, wherein a plurality of second fixing columns are uniformly arranged at the bottom of the shear wall, and the second fixing columns are respectively connected to the first fixing columns.
7. The fabricated shear wall connection device of claim 1, wherein one end of the diagonal support rod is hinged to the shear wall and the other end of the diagonal support rod is hinged to the floor slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020559473.6U CN212689311U (en) | 2020-04-15 | 2020-04-15 | Assembled shear force wall connecting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020559473.6U CN212689311U (en) | 2020-04-15 | 2020-04-15 | Assembled shear force wall connecting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212689311U true CN212689311U (en) | 2021-03-12 |
Family
ID=74893167
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020559473.6U Active CN212689311U (en) | 2020-04-15 | 2020-04-15 | Assembled shear force wall connecting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212689311U (en) |
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2020
- 2020-04-15 CN CN202020559473.6U patent/CN212689311U/en active Active
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