CN211286657U - Corner supporting structure of shear wall template and floor template - Google Patents
Corner supporting structure of shear wall template and floor template Download PDFInfo
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- CN211286657U CN211286657U CN201922197180.8U CN201922197180U CN211286657U CN 211286657 U CN211286657 U CN 211286657U CN 201922197180 U CN201922197180 U CN 201922197180U CN 211286657 U CN211286657 U CN 211286657U
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Abstract
The utility model discloses a corner supporting structure of a shear wall template and a floor slab template, which comprises the shear wall template and the floor slab template which are arranged before concrete pouring, the internal angle of the shear wall template and the floor slab template which are connected in a right angle is provided with a reentrant corner reinforcing member, the reentrant corner reinforcing member comprises two right angle parts which are bilaterally symmetrical, the right angle surface of each right angle part is formed by bending an isosceles triangle steel plate along a symmetrical axis right angle between two equal waist sides, two sides formed by bending the right angle of the bottom side of the isosceles triangle steel plate are respectively bent inwards to form right angle reinforcing rib plates, the right angle reinforcing rib plates of the two right angle parts are oppositely welded into a whole at intervals through a plurality of partition blocks arranged between the right angle reinforcing rib plates, the wall penetrating bolts respectively penetrate through the shear wall template and the floor slab template through the gaps between the two right angle part reinforcing rib, the shear wall template and the floor slab template are connected and locked at right angles through nuts screwed in at two ends of the through-wall bolt.
Description
Technical Field
The utility model relates to a corner bearing structure of shear force wall template and floor template.
Background
Shear walls are also known as wind resistant walls, seismic walls or structural walls. The wall body mainly bears horizontal load and vertical load caused by wind load or earthquake action in the house or the structure, and the structure is prevented from being damaged by shearing force. Generally made of reinforced concrete. The cast-in-place shear wall, the peripheral beams and the columns are simultaneously poured, and the integrity is good. In the current housing construction operation, the plank sheathing still is house construction mainstream template down, plank sheathing simple to operate, for the component processing preparation of different specification and dimension, installation and maneuverability are higher during the field erection, construction technique is comparatively ripe, nevertheless because plank sheathing structural strength is poor, pours in-process shear wall template and floor template at the shear wall and causes the corner easily to rise mould, two wall quality defects such as not straight, remain decoration quality hidden danger for later stage decoration.
Disclosure of Invention
The utility model aims at providing a shear force wall template and floor template's corner bearing structure reinforces the plank sheathing, guarantees position and angle between shear force wall template and the floor template, prevents the mould phenomenon that rises.
In order to realize the purpose, the technical scheme of the utility model is that:
a corner supporting structure of a shear wall template and a floor slab template comprises the shear wall template and the floor slab template which are arranged before concrete pouring, the shear wall template is connected with the floor slab template in a right-angle manner, a reentrant corner reinforcing member is arranged at the inner corner of the right-angle connection of the shear wall template and the floor slab template, wherein the reentrant corner reinforcing member comprises two right-angle parts which are bilaterally symmetrical, the right-angle surface of each right-angle part is formed by bending an isosceles triangle steel plate along the right angle of a symmetrical shaft between two equal waist edges, two sides formed by bending the right angle of the bottom edge of the isosceles triangle steel plate are respectively bent inwards to form right-angle reinforcing rib plates, a connecting reinforcing rib is arranged between the two waist edges after the right-angle bending of the two waist edges of the isosceles triangle steel plate, the right-angle reinforcing rib plates of the two right-angle, one right-angle surface of the two right-angle components is tightly attached to the shear wall template, the other right-angle surface of the two right-angle components is tightly attached to the floor slab template, the wall penetrating bolt penetrates through the shear wall template and the floor slab template through a gap between the reinforcing rib plates of the two right-angle components respectively, and the shear wall template and the floor slab template are connected and locked in a right-angle mode through nuts screwed in the two ends of the wall penetrating bolt.
The scheme further indicates that the thicknesses of a plurality of spacers between the two component right-angle reinforcing rib plates are equal and are 1-2mm larger than the diameter of the through-wall bolt.
The utility model has the advantages that: the corner supporting structure of the shear wall template and the floor slab template has the advantages of simple structure, large working surface and good strength, can be used in a circulating way, and can play an obvious role in improving the molding quality of the internal and external corners of the shear wall due to the large rigidity.
The present invention will be described in detail with reference to the accompanying drawings and examples.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural view of the internal corner reinforcing member of the present invention.
Detailed Description
A corner supporting structure of a shear wall template and a floor slab template is shown in figure 1 and comprises a shear wall template 1 and a floor slab template 2 which are arranged before concrete pouring. The shear wall template 1 and the floor slab template 2 are connected in a right angle mode, and a reentrant corner reinforcing piece 3 is arranged at an inner angle of the right-angle connection of the shear wall template 1 and the floor slab template 2. The reentrant corner reinforcement includes bilateral symmetry's two right angle parts 301 and 302, and the right angle face of right angle part is bent by an isosceles triangle steel sheet along the symmetry axis right angle between two waists and forms, and the both sides that form after the right angle of isosceles triangle steel sheet base was bent inwards right angle respectively bend and form right angle reinforcing floor 303, are equipped with between two waists after two waists right angles of isosceles triangle steel sheet are bent and connect strengthening rib 304. The right-angle reinforcing ribs of the two right-angle parts are connected into a whole by welding at intervals through a plurality of spacers 305 arranged between the right-angle reinforcing ribs. One right-angle surface of the two right-angle components is tightly attached to the shear wall template, the other right-angle surface of the two right-angle components is tightly attached to the floor slab template, the wall penetrating bolts penetrate through the shear wall template and the floor slab template through gaps between the reinforcing rib plates of the two right-angle components respectively, and the shear wall template and the floor slab template are connected and locked in a right-angle mode through nuts screwed in the two ends of the wall penetrating bolts 306.
The inside corner reinforcement, as shown in fig. 2, comprises two right- angle parts 301 and 302, each part is provided with a right-angle reinforcement rib 303, a connecting reinforcement rib 304 is arranged between the two waists, and a plurality of spacers 305 are arranged between the right-angle reinforcement ribs, as shown in fig. 2, the thickness of the spacers 305 is equal to the diameter of the wall bolt and is 1-2mm larger than the diameter of the wall bolt.
The corner supporting structure has the advantages of large working surface and good strength, and can play an obvious role in improving the forming quality of the internal and external corners of the shear wall.
Claims (2)
1. A corner supporting structure of a shear wall template and a floor slab template comprises the shear wall template and the floor slab template which are arranged before concrete pouring, the shear wall template is in right-angle connection with the floor slab template, and a female corner reinforcing member is arranged at an inner angle of the right-angle connection of the shear wall template and the floor slab template, and is characterized in that the female corner reinforcing member comprises two right-angle components which are bilaterally symmetrical, a right-angle surface of each right-angle component is formed by bending an isosceles triangle steel plate along a symmetrical axis right angle between two equal waist edges, two sides formed by bending the right angle of the bottom edge of the isosceles triangle steel plate are respectively bent towards the inner right angle to form right-angle reinforcing rib plates, connecting reinforcing ribs are arranged between the two waist edges after the right-angle bending of the two waist edges of the isosceles triangle steel plate, the right-angle reinforcing rib plates of the two right-angle, one right-angle surface of the two right-angle components is tightly attached to the shear wall template, the other right-angle surface of the two right-angle components is tightly attached to the floor slab template, the wall penetrating bolt penetrates through the shear wall template and the floor slab template through a gap between the reinforcing rib plates of the two right-angle components respectively, and the shear wall template and the floor slab template are connected and locked in a right-angle mode through nuts screwed in the two ends of the wall penetrating bolt.
2. The corner support structure of a shear wall formwork and a floor formwork according to claim 1, wherein the thickness of the plurality of spacers between the two right-angle member reinforcing ribs is equal to and greater than the diameter of the through-wall bolt by 1-2 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922197180.8U CN211286657U (en) | 2019-12-10 | 2019-12-10 | Corner supporting structure of shear wall template and floor template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922197180.8U CN211286657U (en) | 2019-12-10 | 2019-12-10 | Corner supporting structure of shear wall template and floor template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211286657U true CN211286657U (en) | 2020-08-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201922197180.8U Active CN211286657U (en) | 2019-12-10 | 2019-12-10 | Corner supporting structure of shear wall template and floor template |
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| CN (1) | CN211286657U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113718795A (en) * | 2021-09-22 | 2021-11-30 | 上海市政工程设计研究总院（集团）有限公司 | Foundation pit steel angle brace assembly |
-
2019
- 2019-12-10 CN CN201922197180.8U patent/CN211286657U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113718795A (en) * | 2021-09-22 | 2021-11-30 | 上海市政工程设计研究总院（集团）有限公司 | Foundation pit steel angle brace assembly |
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