CN206722392U - A kind of structure of transvers plate of shear wall structure - Google Patents
A kind of structure of transvers plate of shear wall structure Download PDFInfo
- Publication number
- CN206722392U CN206722392U CN201720564862.6U CN201720564862U CN206722392U CN 206722392 U CN206722392 U CN 206722392U CN 201720564862 U CN201720564862 U CN 201720564862U CN 206722392 U CN206722392 U CN 206722392U
- Authority
- CN
- China
- Prior art keywords
- template
- special
- shaped groove
- shear wall
- wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Abstract
The utility model discloses a kind of structure of transvers plate of shear wall structure, template, split bolt and special-shaped groove including being assembled in the inside and outside both sides of abutment wall, the edge of the template is provided with securing plate, and adjacent template is carried out into assembled connection through securing plate by fixing bolt I；The template offers some split bolt holes, the split bolt may pass through split bolt hole and inside and outside two side template is fixedly installed togather positioned at having poured on the blinding concrete conserved in every piece of template；The pipe trench preformed groove for placing special-shaped groove is further opened with the template, the side of the special-shaped groove is fixed in template by fixing bolt II, and the depth of the special-shaped groove is more than the thickness of template.The utility model need not carry out wall and dig less with the reinforcing bar in fear of damage wall, can improve wall body decoration effect, have good economic benefit and social benefit.
Description
Technical field
It the utility model is related to construction engineering technical field, and in particular to a kind of structure of transvers plate of shear wall structure.
Background technology
Shear wall is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall, is that wind load or earthquake are primarily subjected in house or structures
The wall of horizontal loading caused by effect and vertical load, prevents structure shear from destroying, also known as seismic structural wall, earthquake resistant wall, typically uses reinforced concrete
Soil is made.It divides plane shear wall and cylinder shear wall, plane shear wall be used for reinforced concrete frame structure, lift slab structure,
, can cast-in-place or prefabrication and assembly construction steel at some positions to increase rigidity, intensity and the collapse resistant capacity of structure in flat slab system
Reinforced concrete shear wall, cast-in-place shear wall pour simultaneously with Zhou Bianliang, post, good integrity；Cylinder shear wall be used for skyscraper,
In tall and slender structure and overhung construction, surrounded by the division wall of escalator, staircase, equipment and assistance building, barrel is cast-in-place
Reinforced concrete wall, its rigidity and intensity can bear larger horizontal loading compared with plane shear wall.Passed through in shear wall construction
Building template is commonly used, building template is a kind of temporary supporting structure, is made by design requirement, makes concrete structure, component
Shaped by defined position, physical dimension, keep its correct position, and born building template deadweight and act on outside thereon
Load.In shear wall building construction process, pipeline installation needs to slot on wall, and still, concrete slot grooving is difficult,
It is inconvenient to dig, and easily cuts off reinforcing bar during cutting.
Utility model content
In view of the shortcomings of the prior art, the utility model solves by providing a kind of structure of transvers plate of shear wall structure
In existing work progress, the technical problem of pipeline installation fluting inconvenience.
A kind of structure of transvers plate of shear wall structure, including it is assembled in template, split bolt and the abnormal shape of the inside and outside both sides of abutment wall
Groove, the edge of the template are provided with securing plate, and adjacent template is carried out into assembled connection through securing plate by fixing bolt I；
The template offers some split bolt holes, institute positioned at having poured on the blinding concrete conserved in every piece of template
State split bolt and may pass through split bolt hole and inside and outside two side template is fixedly installed togather；It is further opened with using in the template
In the pipe trench preformed groove for placing special-shaped groove, the side of the special-shaped groove is fixed in template by fixing bolt II, the abnormal shape
The depth of groove is more than the thickness of template；Reinforcing bar is banded between inside and outside two side template and has poured concrete, the template and different
Type groove forms pipeline mounting groove through surface of the releasing agent form removal after concrete.
Preferably, the height x width of the template is 800x800mm.
Preferably, the thickness of the template is 10-25mm, and the depth of the special-shaped groove is 25-50mm.
Preferably, the width of the special-shaped groove is 5-25mm.
Compared with prior art, the beneficial effects of the utility model are：In the utility model, by adding between apricot woods template
Gu plate and fixing bolt carry out assembled connection, therefore, model sheetinstallat is safer, firm, reliable；The utility model is according to reality
Pipeline trend, the pre-buried special-shaped groove being fixed together with template, suitably avoid special-shaped groove in reinforcing bar colligation, then mixed
Solidifying native one-time-concreting shaping, finally by special-shaped groove, brushing releasing agent carries out form removal together with template, and the special-shaped groove is in concrete
Surface forms designed pipeline mounting groove, it is not necessary to and carry out wall and dig less with the reinforcing bar in fear of damage wall, can be with
Wall body decoration effect is improved, there is good economic benefit and social benefit.
Brief description of the drawings
Fig. 1 is structural representation Fig. 1 of the present utility model；
Fig. 2 is structural representation Fig. 2 of the present utility model；
Fig. 3 is structural representation Fig. 3 of the present utility model；
Reference：1st, abutment wall；2nd, template；3rd, split bolt；4th, special-shaped groove；5th, securing plate；6th, fixing bolt I；7th, pad
Layer concrete；8th, split bolt hole；9th, pipe trench preformed groove；10th, fixing bolt II；11st, concrete；12nd, pipeline mounting groove.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
As Figure 1-3, a kind of structure of transvers plate of shear wall structure, including be assembled in 1 inside and outside both sides of abutment wall template 2,
Split bolt 3 and special-shaped groove 4, the height x width of the template 2 is 800x800mm, and the edge of the template 2 is provided with securing plate
5, adjacent template 2 is carried out by assembled connection through securing plate 5 by fixing bolt I 6.The template 2, which is located at, has poured maintenance
On good blinding concrete 7, some split bolt holes 8 are offered in every piece of template 2, the split bolt 3 may pass through pair
Draw bolt hole 8 that inside and outside two side template 2 is fixedly installed togather.It is further opened with the template 2 for placing special-shaped groove 4
Pipe trench preformed groove 9, the side of the special-shaped groove 4 are fixed in template 2 by fixing bolt II 10, and the thickness of the template 2 is
10-25mm, the depth of the special-shaped groove 4 is 25-50mm, and the depth of the special-shaped groove 4 is more than the thickness of template 2, the abnormal shape
The width of groove 4 is 5-25mm.Reinforcing bar is banded between inside and outside two side template 2 and has poured concrete 11, the template 2 and different
Type groove 4 forms pipeline mounting groove 12 through surface of the releasing agent form removal after concrete 11.
Although above having made detailed description to the utility model with generality explanation and specific embodiment,
On the basis of the utility model, it can be made some modifications or improvements, this is apparent to those skilled in the art
's.Therefore, the these modifications or improvements on the basis of without departing from the utility model spirit, belonging to the utility model will
Seek the scope of protection.
Claims (4)
- A kind of 1. structure of transvers plate of shear wall structure, it is characterised in that：Including being assembled in the template of the inside and outside both sides of abutment wall, to drawing Bolt and special-shaped groove, the edge of the template are provided with securing plate, are carried out adjacent template through securing plate by fixing bolt I Assembly connection；The template offers some to drawing positioned at having poured on the blinding concrete conserved in every piece of template Bolt hole, the split bolt may pass through split bolt hole and inside and outside two side template are fixedly installed togather；In the template also The pipe trench preformed groove for placing special-shaped groove is offered, the side of the special-shaped groove is fixed in template by fixing bolt II, The depth of the special-shaped groove is more than the thickness of template；Reinforcing bar is banded between inside and outside two side template and has poured concrete, it is described Template and special-shaped groove form pipeline mounting groove through surface of the releasing agent form removal after concrete.
- 2. the structure of transvers plate of shear wall structure according to claim 1, it is characterised in that：The height x width of the template For 800x800mm.
- 3. the structure of transvers plate of shear wall structure according to claim 1, it is characterised in that：The thickness of the template is 10- 25mm, the depth of the special-shaped groove is 25-50mm.
- 4. the structure of transvers plate of shear wall structure according to claim 1, it is characterised in that：The width of the special-shaped groove is 5- 25mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720564862.6U CN206722392U (en) | 2017-05-20 | 2017-05-20 | A kind of structure of transvers plate of shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720564862.6U CN206722392U (en) | 2017-05-20 | 2017-05-20 | A kind of structure of transvers plate of shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206722392U true CN206722392U (en) | 2017-12-08 |
Family
ID=60513488
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720564862.6U Expired - Fee Related CN206722392U (en) | 2017-05-20 | 2017-05-20 | A kind of structure of transvers plate of shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206722392U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485597A (en) * | 2019-06-06 | 2019-11-22 | 上海欧本钢结构有限公司 | A kind of construction process of shear wall assembly template and shear wall |
-
2017
- 2017-05-20 CN CN201720564862.6U patent/CN206722392U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485597A (en) * | 2019-06-06 | 2019-11-22 | 上海欧本钢结构有限公司 | A kind of construction process of shear wall assembly template and shear wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103114681B (en) | High-altitude long-span reinforced concrete beam treat pouring structure | |
| CN104947682A (en) | Foundation pit support construction method and device thereof | |
| CN102653945A (en) | Foundation reinforcing and replacing structure and construction method thereof | |
| CN207228617U (en) | A kind of concrete-pouring template float Structure for basement barricade single side formwork | |
| CN107443550A (en) | Prefabricated cushion cap template and its installation method | |
| CN205116202U (en) | Stake of prestressing force side and integrated stand of steel lattice column | |
| CN206722392U (en) | A kind of structure of transvers plate of shear wall structure | |
| CN206829461U (en) | After pour teeth groove and be linked and packed formula precast slab | |
| CN206942138U (en) | Cast template splices bridge plate | |
| CN103938755B (en) | The isolation structure of hanging conversion beam and construction method thereof under a kind of hoistway | |
| CN104594389A (en) | Post-cast strip external wall plugging structure with elastic water stoppers | |
| CN101979777B (en) | Construction method of combined underground continuous wallboard of cast-in-place hollow square pile | |
| CN205024719U (en) | Pile foundation and integrated reverse construction vertical braces system of underground continuous wall | |
| CN103967332B (en) | The construction method of a kind of building site enclosing | |
| CN203905044U (en) | Overhead deep foundation pit crossing construction elevator beam plate type base structure | |
| CN102605945B (en) | Manufacturing method of big wood formwork | |
| CN207143746U (en) | Support beam template system under concrete support trestle plate | |
| CN203049588U (en) | Pit-in-pit cylindrical mould | |
| CN213573164U (en) | Ancient building clear water wall body migration bottom reinforcing apparatus | |
| CN211714007U (en) | Construction elevator foundation structure | |
| CN208830462U (en) | A kind of prefabricated assembled balcony constructing structure of residential building | |
| CN210104759U (en) | Anti type underground structure that floats | |
| CN113073542A (en) | Abrupt slope terrain bridge foundation protection structure and construction method | |
| CN204059396U (en) | Fixed infrastructure bottom tower crane | |
| CN205421332U (en) | Contrary coincide underground continuous wall that does of a core section of thick bamboo |
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: 20171208 Termination date: 20180520 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |