CN217652351U - Concrete shear force wall interior wall positioner - Google Patents

Concrete shear force wall interior wall positioner Download PDF

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Publication number
CN217652351U
CN217652351U CN202221122084.2U CN202221122084U CN217652351U CN 217652351 U CN217652351 U CN 217652351U CN 202221122084 U CN202221122084 U CN 202221122084U CN 217652351 U CN217652351 U CN 217652351U
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China
Prior art keywords
support
wall
concrete shear
template
positioning device
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CN202221122084.2U
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Chinese (zh)
Inventor
李永强
张小强
张春杰
裴晓峰
王朋飞
王璐嘉
刘浩
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Sinohydro Bureau 11 Co Ltd
PowerChina 11th Bureau Engineering Co Ltd
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Sinohydro Bureau 11 Co Ltd
PowerChina 11th Bureau Engineering Co Ltd
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Abstract

The utility model discloses a concrete shear force wall interior wall positioner, including support and connection member, the quantity of support is two, the support is located both sides respectively and symmetry each other. Has the advantages that: the utility model discloses in the construction of installation template, fix the support of both sides respectively on the black line of template layout position, because the horizontal part and the vertical part of support are the vertical relation, then can make the template be accurate location erect through the mode that the side of template bottom and bottom surface laminate respectively and contact support vertical part and horizontal part, the location mode of corner is simple easy to operate and has guaranteed that the corner location is accurate; the whole length of connecting the member can be adjusted through screw rod and the mode of screw sleeve meshing, then can adjust the distance between two supports according to the concrete thickness of interior wall body, has promoted the general scope of use of device, is favorable to using widely on a large scale.

Description

Concrete shear force wall interior wall positioner
Technical Field
The utility model relates to a wall construction auxiliary assembly field in the concrete shear force, concretely relates to wall positioner in concrete shear force wall.
Background
Most buildings generally adopt the structural design of a cast-in-place shear wall in design, and pump concrete with large fluidity is used for pouring construction, wherein the inner wall of the concrete shear wall is also designed and constructed, in the construction process of the formwork installation engineering of the existing concrete shear wall inner wall, the positioning of a formwork is often difficult to control, the reinforcing of the formwork is not firm, the phenomena of formwork running and formwork expansion are caused, the construction progress is slow easily caused, the construction quality is difficult to ensure, meanwhile, the formwork is difficult to accurately keep a vertical state, and then the problems of inaccurate corner positioning and difficult positioning are caused.
Disclosure of Invention
The utility model aims at providing a concrete shear wall interior wall positioner just lies in solving above-mentioned problem, in the construction of erection template, fixes the support of both sides respectively on the black line that the position was laid to the template, because the horizontal part and the vertical part of support are the vertical relation, and the mode of laminating contact support vertical part and horizontal part respectively through the side of template bottom and bottom surface can make the template erect by accurate location then, sees the explanation below in detail.
In order to achieve the above purpose, the utility model provides a following technical scheme:
the utility model provides a pair of concrete shear force wall interior wall positioner, including support and connection member, the quantity of support is two, the support is located both sides respectively and symmetry each other, link together through connecting the member stationary phase between the top of support.
Preferably, the connecting rod is a steel bar with the diameter of 4 mm.
Preferably, the connection rod is specifically: connecting pieces are fixed on the opposite end faces of the two supports, a threaded sleeve and a screw rod are respectively fixed on the two connecting pieces in the transverse direction, and the threaded sleeve is coaxially meshed with the screw rod.
Preferably, the screw has a pitch of 1mm, and a lock nut is engaged with a portion of the screw exposed from the outer end surface of the threaded sleeve.
Preferably, the support is in an L-shaped structure, and the horizontal part and the vertical part of the support are perpendicular to each other.
Preferably, the support is a thin steel sheet, and the thickness of the support ranges from 2mm to 5mm.
Preferably, a plurality of mounting through holes are vertically formed in the horizontal part of the support.
By adopting the concrete shear wall inner wall positioning device, when in design, the connecting rod piece can directly select the equal-length reinforcing steel bars according to the specific thickness of the inner wall body, and then the two supports are connected together through the selected reinforcing steel bars, meanwhile, the connecting rod piece can also be the screw rod and the threaded sleeve, and before the arrangement, according to the specific thickness of the inner wall body, screwing the locking nut away from the threaded sleeve, adjusting the distance between the supports to be consistent with the specific thickness of the inner wall body by screwing the stud and the threaded sleeve in a meshing manner, wherein after the adjustment is finished, the two supports are symmetrical to each other and the horizontal parts are horizontally arranged, when the adjustment is in place, the horizontal parts of the two supports are kept to be horizontally grounded, and the locking nut is screwed on the outer end surface of the threaded sleeve, so as to lock the stud and prevent the stud from rotating freely, thus realizing the adjustment of the distance between the two supports according to the specific thickness of the inner wall, improving the general application range of the device, then snapping ink lines according to the design requirements of the inner wall, meanwhile, the supports are respectively placed on the ink lines according to the ink line positions of the inner wall of the shear wall, the bottom edges of the supports close to each other are respectively overlapped with the ink lines, then cement nails or air nail guns are used for penetrating through the plurality of installation through holes to respectively fix the supports, then formwork erecting construction can be carried out, because the horizontal part and the vertical part of the support are in a vertical relation, the side surface and the bottom surface of the bottom of the template are respectively in contact with the vertical part and the horizontal part of the support in a laminating manner, so that the template can be accurately positioned and erected, the positioning mode of the corner is simple and easy to operate, and the corner is accurately positioned.
The beneficial effects are that: 1. the utility model discloses in the construction of installation template, fix the support of both sides respectively on the black line of template layout position, because the horizontal part and the vertical part of support are the vertical relation, then through the mode that the side of template bottom and bottom surface laminate respectively and contact support vertical part and horizontal part can make the template by accurate location erect, the locate mode of corner is simple easy to operate and has guaranteed that the corner location is accurate;
2. the whole length of connecting the member can be adjusted through screw rod and the mode of screw sleeve meshing, then can adjust the distance between two supports according to the concrete thickness of interior wall body, has promoted the general scope of use of device, is favorable to using widely on a large scale.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic view of the present invention showing an integral shaft;
figure 2 is a cross-sectional schematic view of figure 1 of the present invention;
figure 3 is a front external view of figure 1 of the present invention;
fig. 4 is a front cross-sectional view of the present invention of fig. 1;
fig. 5 is a top external view of fig. 1 of the present invention.
The reference numerals are explained below:
1. a support; 101. mounting through holes; 2. connecting rod pieces; 201. connecting sheets; 202. a threaded sleeve; 203. a screw; 204. and locking the nut.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention clearer, the technical solutions of the present invention will be described in detail below. It is to be understood that the embodiments described are only some embodiments of the invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-5, the utility model provides a concrete shear force wall interior wall positioner, including support 1 and connecting rod piece 2, the quantity of support 1 is two, support 1 is located both sides respectively and symmetry each other, link together through connecting rod piece 2 stationary phase between the top of support 1.
As the preferred scheme of this scheme, connecting rod piece 2 is the reinforcing bar of diameter 4mm, so set up, be convenient for through the mode of directly choosing connecting rod piece 2 as the reinforcing bar come through the mode completion device's that welds support 1 respectively at reinforcing bar both ends constitution.
The connecting rod 2 is specifically: the two opposite end faces of the supports 1 are respectively fixed with connecting pieces 201, the two connecting pieces 201 are respectively transversely fixed with a threaded sleeve 202 and a threaded rod 203, the threaded sleeve 202 is coaxially meshed with the threaded rod 203, so that the whole length of the connecting rod piece 2 can be adjusted in a mode that the threaded rod 203 is meshed with the threaded sleeve 202, and then the distance between the two supports 1 can be adjusted according to the specific thickness of an inner wall body.
The screw pitch of screw rod 203 is 1mm to the distance that every turn round of screw rod 203 can make the distance between two supports 1 increase or reduce 1mm, screw rod 203 exposes the part meshing of threaded sleeve 202 outside end face has lock nut 204, support 1 is L type structure, just the horizontal part and the vertical part mutually perpendicular of support 1 set up like this, are convenient for laminate the contact respectively through the side and the bottom surface of template bottom the mode of support 1 vertical part and horizontal part can make the template erect by accurate location.
Support 1 is the sheet steel, the thickness scope of support 1 is 2mm to 5mm, so sets up, and the support 1 of being convenient for can be accomplished through the mode rapid manufacturing of bending, and the support 1 self of being convenient for has good structural strength simultaneously, the equal vertical a plurality of installation through-hole 101 of having seted up of horizontal part of support 1, so set up, be convenient for see through a plurality ofly with cement nail or air nailer will behind the installation through-hole 101 support 1 is fixed well respectively.
By adopting the structure, when in design, the connecting rod piece 2 can directly select the reinforcing steel bars with equal length according to the specific thickness of the inner wall body, and then the two supports 1 are connected together through the selected reinforcing steel bars, meanwhile, the connecting rod piece 2 can also be selected from the screw rod 203 and the threaded sleeve 202, and before being laid, according to the specific thickness of the inner wall body, the locking nut 204 is screwed to be away from the threaded sleeve 202, then the distance between the supports 1 is adjusted to be consistent with the specific thickness of the inner wall body by screwing the stud and the threaded sleeve 202 to be meshed, when the adjustment is finished, the two supports 1 are symmetrical to each other, the horizontal parts of the two supports 1 are horizontally arranged, when the adjustment is in place, the horizontal parts of the two supports 1 are horizontally grounded, and the locking nut 204 is screwed on the outer end face of the threaded sleeve 202, so as to lock the stud and prevent the stud from rotating freely, thus realizing that the distance between the two supports 1 is adjusted according to the specific thickness of the inner wall body, improving the using universal range of the device, then snapping ink lines according to the design requirements of the inner wall, meanwhile, the supports 1 are respectively placed on the ink lines according to the ink line positions of the inner wall of the shear wall, the bottom edges of the supports 1 which are close to each other are respectively overlapped with the ink lines, then, cement nails or air nail guns penetrate through the installation through holes 101 to respectively fix the support 1, and then formwork construction can be carried out, because the horizontal part and the vertical part of support 1 are the vertical relation, then the side and the bottom surface through the template bottom contact of laminating respectively the mode of the vertical part and the horizontal part of support 1 can make the template erect by accurate location, and the locate mode of corner is simply easily operated and has ensured that the corner location is accurate.
The above description is only for the specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art can easily think of the changes or substitutions within the technical scope of the present invention, and all should be covered within the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims (7)

1. The utility model provides a concrete shear force wall interior wall positioner which characterized in that: including support (1) and connecting rod piece (2), the quantity of support (1) is two, support (1) are located both sides respectively and symmetry each other, link together through connecting rod piece (2) stationary phase between the top of support (1).
2. The concrete shear wall inner wall positioning device according to claim 1, characterized in that: the connecting rod piece (2) is a steel bar with the diameter of 4 mm.
3. The concrete shear wall inner wall positioning device according to claim 1, characterized in that: the connecting rod piece (2) is specifically: connecting pieces (201) are fixed on the opposite end faces of the two supports (1), a threaded sleeve (202) and a threaded rod (203) are respectively fixed on the two connecting pieces (201) in the transverse direction, and the threaded sleeve (202) is coaxially meshed with the threaded rod (203).
4. The concrete shear wall inner wall positioning device according to claim 3, wherein: the thread pitch of the screw rod (203) is 1mm, and a locking nut (204) is meshed with the part, exposed out of the end face of the outer side of the threaded sleeve (202), of the screw rod (203).
5. A concrete shear wall inner wall positioning device according to claim 2, 3 or 4, characterized in that: the support (1) is of an L-shaped structure, and the horizontal part and the vertical part of the support (1) are perpendicular to each other.
6. The concrete shear wall inner wall positioning device according to claim 5, characterized in that: the support (1) is a thin steel sheet, and the thickness range of the support (1) is 2mm to 5mm.
7. The concrete shear wall inner wall positioning device according to claim 6, characterized in that: the horizontal part of the support (1) is vertically provided with a plurality of mounting through holes (101).
CN202221122084.2U 2022-05-11 2022-05-11 Concrete shear force wall interior wall positioner Active CN217652351U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202221122084.2U CN217652351U (en) 2022-05-11 2022-05-11 Concrete shear force wall interior wall positioner

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202221122084.2U CN217652351U (en) 2022-05-11 2022-05-11 Concrete shear force wall interior wall positioner

Publications (1)

Publication Number Publication Date
CN217652351U true CN217652351U (en) 2022-10-25

Family

ID=83663371

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202221122084.2U Active CN217652351U (en) 2022-05-11 2022-05-11 Concrete shear force wall interior wall positioner

Country Status (1)

Country Link
CN (1) CN217652351U (en)

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