CN214195531U - Assembled shear force wall conversion layer steel bar locator - Google Patents
Assembled shear force wall conversion layer steel bar locator Download PDFInfo
- Publication number
- CN214195531U CN214195531U CN202021985892.2U CN202021985892U CN214195531U CN 214195531 U CN214195531 U CN 214195531U CN 202021985892 U CN202021985892 U CN 202021985892U CN 214195531 U CN214195531 U CN 214195531U
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- steel bar
- wall
- conversion layer
- wall body
- nail
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Abstract
The utility model provides an assembled shear force wall conversion layer steel bar positioning ware, including a plurality of horizontal roof beams that set up along wall body width direction level, horizontal roof beam both ends are connected with the outer wall template that is located the wall body front-back respectively, horizontal roof beam top is connected with two vertical roof beams that set up along wall body length direction level, be connected with the sleeve pipe of a plurality of vertical settings on vertical roof beam, the sleeve pipe one-to-one on two vertical roof beams sets up, is connected with the connecting plate between the two corresponding sleeves. Due to the adoption of the technical scheme, during use, the reinforcing steel bar can stretch into the sleeve, the reinforcing steel bar is connected with the limiting plate, the reinforcing steel bar is prevented from being excessively inserted into the sleeve, the sleeve has a certain length, guidance can be provided for the reinforcing steel bar, the risk of deviation of the reinforcing steel bar in the process of inserting the reinforcing steel bar is reduced, the engineering quality is improved, in addition, the front side and the rear side of the wall body are fixed by the external wall formwork, the strength of the wall body is improved, and the phenomenon that the reinforcing steel bar generates secondary displacement or deformation due to overlarge external force in the process of inserting the reinforcing steel bar is avoided.
Description
Technical Field
The utility model belongs to the technical field of the building tool technique and specifically relates to a fabricated shear force wall conversion layer steel bar locator is related to.
Background
The housing industrialization is to use modern science and technology, advanced management methods and industrialized production modes to comprehensively reform the traditional housing industry, so that the housing construction industrial production and technology meet the development requirements of the times. The residential production mode (or technical means) is characterized in that modern industrial means and modern industrial organizations are used, and all production elements of all stages of residential industrial production are integrated and systematically integrated through technical means, so that building standardization, component production industrialization, residential part serialization, field construction assembly, civil engineering and decoration integration, production and management socialization are achieved, and orderly factory flow operation is formed, so that the quality is improved, the efficiency is improved, the service life is prolonged, the cost is reduced, and the energy consumption is reduced.
At present, the assembly type shear wall structure is mainly adopted in house industrialization, but the assembly type house requires high construction precision, and simultaneously requires accurate positioning of the dowel bars, the height allowable error is not more than 5mm, the plane position error is not more than 3mm, and the positioning precision of the steel bars of the conversion layer is related to the subsequent construction quality and progress. The existing dowel bar fixing mode adopts a punched steel plate to fix the steel bar root or the steel bar root and the upper end, the problems of different degrees of accuracy are poor, the positioning difficulty of the dowel bar is the most main problem in positioning of the dowel bar of the conversion layer, the main reason is that the steel bars of the wall body and the reinforcing strip are dense, and the steel bars are easy to shift due to treading and concrete pouring of personnel after the dowel bar positioning.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome above-mentioned conventional art's weak point, provide an assembled shear force wall conversion layer steel bar locator, reduce the risk that the reinforcing bar takes place the skew at the dowel in-process, improve the engineering quality.
The purpose of the utility model is achieved through the following technical measures: the utility model provides an assembled shear force wall conversion layer steel bar locator, includes a plurality of transverse beam along the horizontal setting of wall body width direction, the transverse beam both ends are connected with the side fascia that is located the wall body front and back respectively, the transverse beam top is connected with two vertical roof beams along the horizontal setting of wall body length direction, be connected with the sleeve pipe of a plurality of vertical settings on the vertical roof beam, the sleeve pipe one-to-one setting on two vertical roof beams is connected with the connecting plate between two corresponding sleeves. Due to the adoption of the technical scheme, during use, the reinforcing steel bar can stretch into the sleeve, the reinforcing steel bar is connected with the limiting plate, the reinforcing steel bar is prevented from being excessively inserted into the sleeve, the sleeve has a certain length, guidance can be provided for the reinforcing steel bar, the risk of deviation of the reinforcing steel bar in the process of inserting the reinforcing steel bar is reduced, the engineering quality is improved, in addition, the front side and the rear side of the wall body are fixed by the external wall formwork, the strength of the wall body is improved, and the phenomenon that the reinforcing steel bar generates secondary displacement or deformation due to overlarge external force in the process of inserting the reinforcing steel bar is avoided.
The side walls are characterized in that the lower sides of the two end parts of the transverse beam are connected with battens horizontally arranged along the length direction of the wall body, and the external wall formwork is located on the lower sides of the battens. During the use, the outer wall template is located the flitch downside, and outer wall template is big with flitch area of contact, and the installation of outer wall template is firm.
The two installation plates are respectively connected to the lower sides of the two end portions of the transverse beam, the two installation plates are respectively located on the left side and the right side of the transverse beam, and the battens are connected with the lower sides of the installation plates. When the wood batten installing device is used, the battens are installed on the lower side of the installing plate, the contact area of the installing plate and the battens is large, and the battens are installed firmly.
The mounting panel is connected through first nail between with the flitch, set up on the mounting panel and hold first nail via hole that first nail passes through. During the use, pass first nail via hole with first nail to use the tup to follow closely first nail on the flitch.
The outer wall template is connected with the battens through second nails, and second nail through holes for allowing the second nails to pass through are formed in the outer wall template. During the use, pass the second nail via hole with the second nail to use the tup to follow closely the second nail on the flitch.
The transverse beam is connected with the longitudinal beam through a bolt, a first bolt through hole for allowing the bolt to pass through is formed in the transverse beam, and a second bolt through hole for allowing the bolt to pass through is formed in the longitudinal beam. This compact structure makes things convenient for manufacturing, during the on-the-spot installation, with the bolt pass first bolt via hole, second bolt via hole in proper order after, screw up the nut can, make things convenient for the dismouting, convenient to use.
And a plurality of vertically arranged steel ladles are connected to the outer side of the outer wall template. During the use, the ladle wood increases the lateral strength of outer wall template, improves the fixed effect of outer wall template to the wall body, further avoids the reinforcing bar to produce secondary displacement or deformation at the dowel in-process because external force is too big the wall body that causes.
In conclusion, because the sleeve pipe has certain length, can provide the direction for the reinforcing bar, reduce the risk that the reinforcing bar takes place the skew at the dowel in-process, in addition, both sides around the fixed wall body of outer wall template improve the intensity of wall body, avoid the reinforcing bar to produce secondary displacement or deformation at the dowel in-process because external force is too big, engineering quality is high.
Drawings
The invention will be further explained with reference to the drawings and the detailed description below:
fig. 1 is a schematic structural diagram of the steel bar positioner of the assembled shear wall conversion layer of the utility model;
fig. 2 is a schematic view of an upward structure of the steel bar positioner of the assembled shear wall conversion layer of the present invention;
FIG. 3 is a schematic structural view of section A-A of FIG. 1;
FIG. 4 is a schematic structural view of section B-B of FIG. 1;
FIG. 5 is a schematic structural view of section C-C of FIG. 1;
fig. 6 is the utility model relates to a structural schematic in assembled shear force wall conversion layer steel bar locator.
In the figure: 1-a wall body; 2-an outer wall template; 3-ladle wood; 4-longitudinal beam; 5-a transverse beam; 6, mounting a plate; 7-a connecting plate; 8-a sleeve; 9-a first nail; 10-bolt; 11-a second nail; 12-flitch; 13-reinforcing steel bars; 14-a limiting plate; 15-a first bolt via hole; 16-a first nail via; 17-a second nail via; 18-second bolt through hole.
Detailed Description
As shown in fig. 1, the fabricated shear wall conversion layer steel bar positioner comprises a plurality of transverse beams 5 which are horizontally arranged above a wall body 1 along the width direction of the wall body 1, and preferably, the transverse beams 5 are made of square steel.
Two longitudinal beams 4 horizontally arranged along the length direction of the wall body 1 are connected above the transverse beam 5, one longitudinal beam 4 is positioned above the front side of the wall body 1, the other longitudinal beam 4 is positioned above the rear side of the wall body 1, and preferably, the longitudinal beams 4 are made of square steel.
The transverse beam 5 and the longitudinal beam 4 are connected through a bolt 10, specifically, a first bolt through hole 15 through which the bolt 10 penetrates is formed in the transverse beam 5, a second bolt through hole 18 through which the bolt 10 penetrates is formed in the longitudinal beam 4, and the bolt 10 is connected with a nut through threads after sequentially penetrating the first bolt through hole 15 and the second bolt through hole 18.
This compact structure, convenient manufacturing, during the field installation, pass first bolt via hole 15, second bolt via hole 18 back with bolt 10 in proper order, the nut can be screwed up, makes things convenient for the dismouting, convenient to use.
One side that is close to another vertical roof beam 4 on every vertical roof beam 4 is connected with the sleeve pipe 8 of a plurality of vertical settings through welded mode, and sleeve pipe 8 adopts the circular steel tube to make, and during the use, reinforcing bar 13 can stretch into sleeve pipe 8, is connected with limiting plate 14 on reinforcing bar 13, avoids reinforcing bar 13 excessively to insert sleeve pipe 8, because sleeve pipe 8 has certain length, can provide the direction for reinforcing bar 13, reduces reinforcing bar 13 and takes place the risk of skew at the dowel in-process, improves the engineering quality.
The sleeves 8 on the two longitudinal beams 4 are arranged in a one-to-one correspondence manner, and a connecting plate 7 is connected between the two corresponding sleeves 8. The connecting plate 7 connects the two sleeves 8 together, so that the structural strength is improved, and the risks of displacement and deformation of the sleeves 8 are reduced.
As shown in fig. 2, both ends of the transverse beam 5 are respectively connected with external wall formworks 2 positioned in the front and rear of the wall body 1.
When the external wall formwork 2 is used, the front side and the rear side of the wall body 1 are fixed by the external wall formwork 2, the strength of the wall body is improved, and the phenomenon that the wall body 1 generates secondary displacement or deformation due to overlarge external force in the steel bar inserting process of the steel bars 13 is avoided.
The outer side of the outer wall template 2 is linked with a plurality of vertically arranged steel clad wood 3, and the steel clad wood 3 adopts the prior art and is not described herein any more.
During the use, ladle wood 3 increases the lateral strength of outer wall form 2, improves the fixed effect of outer wall form 2 to the wall body, further avoids reinforcing bar 13 to produce secondary displacement or deformation at the dowel in-process because external force is too big causing wall body 1.
As shown in fig. 3 to 6, the lateral beam 5 is connected to a batten 12 horizontally arranged along the length direction of the wall 1 at the lower sides of the two ends, preferably, the lateral beam 5 is connected to two mounting plates 6 at the lower sides of the two ends, the two mounting plates 6 are respectively located at the left and right sides of the lateral beam 5, and the batten 12 is connected to the lower sides of the mounting plates 6.
When the wood batten installing device is used, the battens 12 are installed on the lower side of the installing plate 6, the contact area between the installing plate 6 and the battens 12 is large, and the battens 12 are installed firmly.
Specifically, the mounting plate 6 is connected with the batten 12 through the first nail 9, and the mounting plate 6 is provided with a first nail through hole 16 for accommodating the first nail 9.
In use, the first nail 9 is passed through the first nail passing hole 16, and the first nail 9 is nailed to the flitch 12 using the hammer head.
The outer wall template 2 is located flitch 12 downside, and specifically, the outer side of outer wall template 2 upper end is connected with flitch 12 inboard.
During the use, outer wall template 2 is located flitch 12 downside, and outer wall template 2 is big with flitch 12 area of contact, and outer wall template 2 installation is firm.
Specifically, be connected through second nail 11 between outer wall template 2 and the flitch 12, offer on the outer wall template 2 and hold second nail via hole 17 that second nail 11 passes through.
In use, the second nail 11 is inserted through the second nail passing hole 17, and the hammer head is used to nail the second nail 11 to the batten 12.
To sum up, the present invention is not limited to the above-mentioned specific embodiments. Those skilled in the art can make various changes and modifications without departing from the spirit and scope of the present invention, and all such changes and modifications are intended to be within the scope of the present invention.
Claims (7)
1. The utility model provides an assembled shear force wall conversion layer steel bar locator which characterized in that: including a plurality of horizontal roof beams (5) that set up along wall body (1) width direction level, horizontal roof beam (5) both ends are connected with respectively and are located wall body (1) external wall form (2) of front and back side, horizontal roof beam (5) top is connected with two vertical roof beams (4) that set up along wall body (1) length direction level, be connected with sleeve pipe (8) of a plurality of vertical settings on vertical roof beam (4), sleeve pipe (8) one-to-one setting on two vertical roof beams (4), be connected with connecting plate (7) between two corresponding sleeve pipes (8).
2. The fabricated shear wall conversion layer rebar locator of claim 1, wherein: the side wall formwork comprises a transverse beam (5) and is characterized in that battens (12) horizontally arranged along the length direction of a wall body (1) are connected to the lower sides of two end portions of the transverse beam (5), and the outer wall formwork (2) is located on the lower sides of the battens (12).
3. The fabricated shear wall conversion layer rebar locator of claim 2, wherein: the two mounting plates (6) are respectively connected to the lower sides of the two end portions of the transverse beam (5), the two mounting plates (6) are respectively located on the left side and the right side of the transverse beam (5), and the battens (12) are connected with the lower sides of the mounting plates (6).
4. The fabricated shear wall conversion layer rebar locator of claim 3, wherein: install panel (6) and flitch (12) between be connected through first nail (9), set up on install panel (6) and hold first nail via hole (16) that first nail (9) passed through.
5. The fabricated shear wall conversion layer rebar locator of claim 2, wherein: the outer wall template (2) is connected with the batten (12) through a second nail (11), and a second nail through hole (17) for accommodating the second nail (11) is formed in the outer wall template (2).
6. The fabricated shear wall conversion layer steel bar locator of one of claims 1 to 5, wherein: the transverse beam (5) is connected with the longitudinal beam (4) through bolts (10), first bolt through holes (15) allowing the bolts (10) to penetrate are formed in the transverse beam (5), and second bolt through holes (18) allowing the bolts (10) to penetrate are formed in the longitudinal beam (4).
7. The fabricated shear wall conversion layer steel bar locator of one of claims 1 to 5, wherein: and a plurality of vertically arranged steel ladles (3) are connected to the outer side of the outer wall template (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021985892.2U CN214195531U (en) | 2020-09-11 | 2020-09-11 | Assembled shear force wall conversion layer steel bar locator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021985892.2U CN214195531U (en) | 2020-09-11 | 2020-09-11 | Assembled shear force wall conversion layer steel bar locator |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214195531U true CN214195531U (en) | 2021-09-14 |
Family
ID=77628896
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021985892.2U Expired - Fee Related CN214195531U (en) | 2020-09-11 | 2020-09-11 | Assembled shear force wall conversion layer steel bar locator |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214195531U (en) |
-
2020
- 2020-09-11 CN CN202021985892.2U patent/CN214195531U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210914 |
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| CF01 | Termination of patent right due to non-payment of annual fee |