CN111561071A - Assembly type shear wall connecting device and mounting method - Google Patents
Assembly type shear wall connecting device and mounting method Download PDFInfo
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- CN111561071A CN111561071A CN202010293718.XA CN202010293718A CN111561071A CN 111561071 A CN111561071 A CN 111561071A CN 202010293718 A CN202010293718 A CN 202010293718A CN 111561071 A CN111561071 A CN 111561071A
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- shear wall
- angle steel
- hole
- bolt
- inclined support
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses an assembly type shear wall connecting device and an installation method, wherein the device comprises: 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, so that the invention can be practically applied to engineering practice and has certain feasibility; the invention embodies the advantages of fast construction speed and short period of the fabricated structure, and releases a large amount of tower crane equipment and templates; the equipment tools used in the invention can be repeatedly disassembled and used, and the energy-saving and environment-friendly requirements advocated by the state at present are met.
Description
Technical Field
The invention relates to the technical field of building structures, in particular to an assembly type shear wall connecting device and an installation method.
Background
In the prior art, the assembled shear wall structure has been vigorously developed. The corresponding horizontal connection process of the 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 provided for how to carry out hoisting construction quickly and reduce the service time of a tower crane in the actual construction process at present. 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 assembled structure is quick compared with the traditional construction process, and the advantages of short period and the like cannot be realized.
Disclosure of Invention
The invention aims to provide an assembly type shear wall connecting device and an installation method, and aims to solve the problems of how to quickly position and hoist a shear wall during construction, reduce the service time of a tower crane and the like in the background technology.
In order to achieve the above object, the present invention discloses an assembly type shear wall connecting device, which 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 support rod is hinged to the shear wall, and the other end of the inclined support rod is hinged to the floor slab.
The invention also provides an installation method of the assembly type shear wall connecting device, which comprises the following steps:
s01, hoisting the shear wall to a corresponding position through a tower crane, and connecting the first fixing column and the second fixing column in a matching manner to perform positioning;
s02, connecting one end of an angle steel and an inclined support rod to the shear wall, hinging the other end of the inclined support rod to the floor slab, and removing the tower crane after fixing;
s03, sleeve extrusion is carried out on the hoisted shear wall reinforcing steel bars, after the extrusion is finished, templates are lapped, and post-pouring is carried out;
and S04, after post-pouring is finished, disassembling the angle steel and the inclined supporting rod.
The invention discloses an assembly type shear wall connecting device and an installation method, wherein the device comprises: 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 equipment tools used in the invention can be repeatedly disassembled and used, and the energy-saving and environment-friendly requirements advocated by the state at present are met.
Drawings
FIG. 1 is an exploded view of a fabricated shear wall connection device of the present invention;
FIG. 2 is one of the assembly views of an assembled shear wall connection device of the present invention;
FIG. 3 is one of the assembly views of an assembled shear wall connection device of the present invention;
FIG. 4 is an enlarged schematic view at A of an exploded view of a fabricated shear wall connection device according to the present invention;
fig. 5 is an enlarged schematic view at B in an exploded view of a fabricated 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 embodiments of the present invention is provided in connection with 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 present invention discloses an assembly type shear wall connecting device, which comprises: 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 method can be practically applied to engineering practice and has certain feasibility; the invention embodies the advantages of fast construction speed and short period of the fabricated structure, and releases a large amount of tower crane equipment and templates; the equipment tools used in the invention can be repeatedly disassembled and used, and the energy-saving and environment-friendly requirements advocated by the state at present are met.
It should be noted that the inclined support rods 4 are arranged, so that the shear wall is prevented from overturning when a worker performs 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 that the shear wall of the invention is provided with the first through hole 11, the second through hole 12 and the fourth through hole 13, the angle steel 3 can be directly connected and fixed on the shear wall 1 through the bolt 5 during hoisting and positioning, and the other side of the angle steel 3 is nailed to the floor slab 2 through the bolt 5, so that the shear wall can be supported, and conditions are provided for workers to extrude the 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 plurality of first fixing columns 21 are further uniformly arranged on the upper surface of the floor slab 2, 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 an inclined supporting plate 7, wherein the inclined supporting plate 7 comprises a first inclined supporting plate 71, a second inclined supporting plate 72 and a third inclined supporting plate 73, the first inclined supporting plate 71 and the second inclined supporting plate 72 are oppositely arranged at two sides of the shear wall 1, and the third inclined supporting 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 present invention are dry connection, the contact surfaces of the angle steel 3 and the diagonal bracing bar 4 with the floor 2 are connected by nailing the bolts 5, and all the devices are easy to disassemble and can be reused.
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.
Preferably, one end of the diagonal support rod 4 is hinged to the shear wall 1, and the other end of the diagonal support rod 4 is hinged to the floor 2.
It should be noted here that the inclined strut plate 7 of the present invention is hinged to the inclined strut bar 4 so as to be freely rotatable for angle adjustment.
The invention also provides an installation method of the assembly type shear wall connecting device, which comprises the following steps:
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.
In summary, the invention discloses an assembly type shear wall connecting device and an installation method, the device comprises: 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 invention has the advantages of high construction speed and short period of the assembly type structure, and releases a large amount of tower crane equipment and templates; the equipment tools used in the invention can be repeatedly disassembled and used, and the energy-saving and environment-friendly requirements advocated by the state at present are met.
The above is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, several 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 (8)
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 at 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 fabricated shear wall connection device of claim 1, further comprising inclined support plates, wherein the inclined support plates comprise a first inclined support plate, a second inclined support plate and a third inclined support plate, the first inclined support plate and the second inclined support plate are oppositely arranged on two sides of the shear wall, and the third inclined support plate is connected to the floor.
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 inserted through the first inclined supporting plate, the shear wall and the second inclined supporting plate; 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 plurality of second fixing columns are respectively connected to the plurality of first fixing columns.
7. An assembled shear wall connection device according to 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.
8. A method of installing a fabricated shear wall connection device according to any of claims 1-7, the method comprising:
s01, hoisting the shear wall to a corresponding position through a tower crane, and connecting the first fixing column and the second fixing column in a matching manner to perform positioning;
s02, connecting one end of an angle steel and one end of an inclined support rod to the shear wall, hinging the other end of the inclined support rod to the floor slab, and removing the tower crane after fixing;
s03, sleeve extrusion is carried out on the hoisted shear wall reinforcing steel bars, after the sleeve extrusion is completed, the shear wall reinforcing steel bars are lapped with a template, and post-pouring is carried out;
and S04, after post-pouring is finished, disassembling the angle steel and the inclined supporting rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010293718.XA CN111561071A (en) | 2020-04-15 | 2020-04-15 | Assembly type shear wall connecting device and mounting method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010293718.XA CN111561071A (en) | 2020-04-15 | 2020-04-15 | Assembly type shear wall connecting device and mounting method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111561071A true CN111561071A (en) | 2020-08-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010293718.XA Pending CN111561071A (en) | 2020-04-15 | 2020-04-15 | Assembly type shear wall connecting device and mounting method |
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| CN (1) | CN111561071A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112922359A (en) * | 2021-04-12 | 2021-06-08 | 山东千悦建筑科技有限公司 | Prefabricated superposed shear wall mounting system and mounting method |
| CN113309259A (en) * | 2021-06-18 | 2021-08-27 | 武汉理工大学 | Integral horizontal joint of superposed shear wall and construction method |
-
2020
- 2020-04-15 CN CN202010293718.XA patent/CN111561071A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112922359A (en) * | 2021-04-12 | 2021-06-08 | 山东千悦建筑科技有限公司 | Prefabricated superposed shear wall mounting system and mounting method |
| CN113309259A (en) * | 2021-06-18 | 2021-08-27 | 武汉理工大学 | Integral horizontal joint of superposed shear wall and construction method |
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