CN203238939U - Template of preset pulling bar - Google Patents
Template of preset pulling bar Download PDFInfo
- Publication number
- CN203238939U CN203238939U CN2013202562112U CN201320256211U CN203238939U CN 203238939 U CN203238939 U CN 203238939U CN 2013202562112 U CN2013202562112 U CN 2013202562112U CN 201320256211 U CN201320256211 U CN 201320256211U CN 203238939 U CN203238939 U CN 203238939U
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- template
- tension rib
- pulling bar
- bar
- section
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Abstract
The utility model discloses a template of a preset pulling bar. The template of the preset pulling bar comprises a template body, the pulling bar and saddle stitches, and the pulling bar is a bar piece which is composed of a hook section, a bending section and a straight bar section. The straight bar section of the pulling bar is attached to the face of the template, the number of the saddle stitches is multiple, and the saddle stitches cross the straight bar section of the pulling bar to be hammered into the template body to fix the pulling bar and the template body. The plane where the hook section of the pulling bar is placed and the face of the template body are not arranged in the same plane. According to the template of the preset pulling bar, the pulling bar is fixed on the template body in advance, after a wall body concrete structure is constructed, the template body is dismounted, and the pulling bar is reserved. The template of the preset pulling bar has the advantages of being simple in structure, convenient to operate, high in construction speed, accurate in position of the pulling bar and reliable in anchoring.
Description
Technical field
The vertical concrete structure tension rib that the utility model relates to technical field of building construction arranges technology, especially a kind of template of default tension rib.
Background technology
According to the masonry construction regulation and stipulation, concrete frame trestle and shear wall and partition wall, filled wall must arrange tension rib and socket, usually adopting diameter is the reinforcing bar of 6mm, simultaneously, job specfication also has clear and definite requirement to the layout of tension rib, the template that is provided with of prior art tension rib is worn muscle method and secondary bar planting method, the former, layout requirement by tension rib, hole in the position that template is corresponding, tension rib is passed hole on the template, and make the pre-buried part of tension rib be positioned at the template inboard, reserved part is positioned at the template outside, and the pre-buried part of tension rib is anchored in the concrete structure; The latter after the walls concrete structure construction is finished, before the construction of body of wall appearance, holes at wall body structure, implants in the body of wall tension rib secondary and bonding.The problem that exists is, the former, the form removable difficulty is large, the template loss is large, and construction efficiency is low; The latter, boring, the bar planting workload is large, and floating dust is difficult for thoroughly cleaning in the hole in, causes adhesive fastness not guarantee, and anchored force does not reach designing requirement, has hidden danger of quality, and is multiplex in the old building transformation, the secondary decoration.
The utility model content
The purpose of this utility model is the template of a kind of default tension rib of providing for the deficiencies in the prior art, this template is fixed on tension rib on the template in advance, after the walls concrete structure construction is finished, stripping is namely finished the reservation of tension rib, have simple in structure, easy to operate, speed of application is fast, and the tension rib position is accurate, the reliable advantage of anchoring.
The concrete technical scheme that realizes the utility model purpose is:
A kind of template of default tension rib, its characteristics comprise template, tension rib and staple, and described tension rib is rod member, and its rod member is comprised of crotch section, bending and straight bar section; The straight bar section of described tension rib is attached on the plate face of template, and staple is several, and the straight bar section that staple strides across tension rib hammers into template tension rib and template are fixed; The not coplanar setting of plate face of the face at the crotch section place of described tension rib and template.
The utility model is fixed on tension rib on the template in advance, and after the walls concrete structure construction was finished, stripping was namely finished the reservation of tension rib, have simple in structure, easy to operate, speed of application is fast, and the tension rib position is accurate, the reliable advantage of anchoring.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the lateral view of Fig. 1.
The specific embodiment
Consult Fig. 1, Fig. 2, the utility model comprises template 1, tension rib 2 and staple 3, and described tension rib 2 is rod member, and its rod member is comprised of crotch section 21, bending 22 and straight bar section 23; The straight bar section 23 of described tension rib 2 is attached on the plate face of template 1, and staple 3 is several, and it is fixing with template 1 with tension rib 2 that the straight bar section 23 that staple 3 strides across tension rib 2 hammers into template 1; The not coplanar setting of plate face of the face at crotch section 21 places of described tension rib 2 and template 1.
The utility model is to use like this:
Take the default tension rib of walls concrete structure as example, further specify as follows,
A), prefabricated tension rib
Make tension rib by designing requirement, make bending 22 in embedded section and the boundary position of reserving section of tension rib 2, embedded section is made crotch section 21 by designing requirement, reserve section and remain straight bar section 23.
B), configuration template
According to walls concrete structure configuration template 1, by the design pitch requirement of tension rib 2, on template 1 medial surface that has prepared, eject one by one the position line of default tension rib 2.
C), assemble tension rib in template
With bending 22 positions of several tension ribs 2 line that aims the place successively, and the straight bar section 23 that makes tension rib 2 is attached on the medial surface of template 1, stride across the straight bar section 23 of tension rib 2 with several staples 3, staple 3 is hammered into template 1, make tension rib 2 relative fixing with template 1, last, adjust crotch section 21 and rotate around straight bar section 23, make the face at crotch section 21 places of tension rib 2 vertical with the plate face of template 1, implement formwork.
D), the dismounting of template
After building final set, walls concrete gets final product stripping 1, dismounting with template 1, staple 3 is extracted in template 1, the crotch section 21 of tension rib 2 is embedded in the walls concrete, and straight bar section 23 is attached to the walls concrete surface and is reserved, before masonry construction, the straight bar section 23 that tension rib 2 is reserved plucks out from the walls concrete surface, by designing requirement straight bar section 23 is inserted the masonry position, and at the straight bar section 23 terminal crotches of making, can implement masonry construction.
E), the reparation of template
Use template 1 for repeatedly having enough to meet the need, guarantee the presentation quality of pouring concrete, staple 3 holes and the damaged location of leaving on the template 1 filled with putty, and use sandpapering, stand-by.
Claims (2)
1. the template of a default tension rib is characterized in that it comprises template (1), tension rib (2) and staple (3), and described tension rib (2) is rod member, and its rod member is comprised of crotch section (21), bending (22) and straight bar section (23); The straight bar section (23) of tension rib (2) is attached on the plate face of template (1), and staple (3) is several, and it is fixing with tension rib (2) and template (1) that the straight bar section (23) that staple (3) strides across tension rib (2) hammers into template (1).
2. the template of default tension rib according to claim 1 is characterized in that the plate face of the face at crotch section (21) place of tension rib (2) and template (1) is not coplanar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202562112U CN203238939U (en) | 2013-05-13 | 2013-05-13 | Template of preset pulling bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202562112U CN203238939U (en) | 2013-05-13 | 2013-05-13 | Template of preset pulling bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203238939U true CN203238939U (en) | 2013-10-16 |
Family
ID=49316249
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013202562112U Expired - Fee Related CN203238939U (en) | 2013-05-13 | 2013-05-13 | Template of preset pulling bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203238939U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106150103A (en) * | 2015-04-10 | 2016-11-23 | 刘子刚 | A kind of pre-buried technology of tie wall bar bending |
| CN109736543A (en) * | 2019-02-25 | 2019-05-10 | 美好建筑装配科技有限公司 | The prefabricated molding of overlapped shear wall |
-
2013
- 2013-05-13 CN CN2013202562112U patent/CN203238939U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106150103A (en) * | 2015-04-10 | 2016-11-23 | 刘子刚 | A kind of pre-buried technology of tie wall bar bending |
| CN109736543A (en) * | 2019-02-25 | 2019-05-10 | 美好建筑装配科技有限公司 | The prefabricated molding of overlapped shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131016 Termination date: 20180513 |