CN203201148U - Combined inner support of wall template - Google Patents
Combined inner support of wall template Download PDFInfo
- Publication number
- CN203201148U CN203201148U CN 201320237005 CN201320237005U CN203201148U CN 203201148 U CN203201148 U CN 203201148U CN 201320237005 CN201320237005 CN 201320237005 CN 201320237005 U CN201320237005 U CN 201320237005U CN 203201148 U CN203201148 U CN 203201148U
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- CN
- China
- Prior art keywords
- wall
- inner support
- strut
- plug
- combined inner
- 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
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Disclosed is a combined inner support of a wall template. The combined inner support of the wall template is horizontally connected between the inner sides of the wall templates of a shear wall and comprises supporting bars and choke plugs fixed at the two ends of each supporting bar in a sleeved mode. The choke plugs are composed of pillar sleeves which are adaptive to the external diameters of the supporting bars and round pieces which are connected with the inner sides of the wall templates. The combined inner support penetrates through vertical reinforcing steel bars of the shear wall and is fixed with horizontal reinforcing steel bars of a wall body in a binding mode. The supporting bars can be reinforcing steel bars or steel tubes. The choke plugs can be made of rubber or plastic. The round pieces can be of a sheet shape or a cylinder shape or a circular truncated cone shape. The combined inner support of the wall template solves the technical problems that a traditional cement inner strut is high in cost and inconvenient to construct.
Description
Technical field
The utility model relates to a kind of inner support of wall form, particularly a kind of combination inner support for the Shear Walls template.
Background technology
At present, the wall form inner support that is applied to building trade is used the cement inner bracing strip usually, uses between wall form and wall reinforcing bar, and its effect is the size conforms designing requirement that guarantees shear wall, but cost is higher, and construction inconvenience.
The utility model content
The purpose of this utility model provides a kind of combination inner support of wall form, solves traditional cement inner bracing strip cost higher, and the technical problem of construction inconvenience.
For achieving the above object, the utility model adopts following technical scheme:
A kind of combination inner support of wall form, level connection joint is between the inboard of the wall form of shear wall, comprise strut and the plug that is fixed in the strut two ends, the cylindricality sleeve pipe that described plug is adapted by the external diameter with strut and the disk of connecting wall template inboard form, and described combination inner support is passed the body of wall vertical reinforcement of shear wall and fixed with the colligation of body of wall horizontal reinforcement.
Described strut can be reinforcing bar or steel pipe.
Described plug can be rubber or plastics.
The shape of described disk can be thin slice, cylinder or round platform.
Compared with prior art the utlity model has following characteristics and beneficial effect:
The utility model adopts the combination inner support of strut and strut two ends shutoff plug, and dismounting and installation are rapidly, and be easy to use, the reduction of erection time.
The utility model is with respect to ordinary mortar cushion block or cement inner bracing strip, and plug can make the combination inner support more stable on wall form, accelerates installation progress, has also avoided the concrete grout seepage at cement inner bracing strip place, good water-proof effect.
Strut in the utility model can use job site discarded reinforcing bar and steel pipe head to make, and also can carry out recyclingly after plug takes out, and has reduced construction cost, utilizes the requirement that meets green construction.
The utility model can be widely used in the shear wall body form work engineering.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the schematic top plan view of plug in the utility model.
Fig. 3 is the elevational schematic view of plug in the utility model.
Fig. 4 is use view of the present utility model.
Reference numeral: 1-strut, 2-plug, 2.1-cylindricality sleeve pipe, 2.2-disk, 3-wall form, 4-body of wall vertical reinforcement, 5-body of wall horizontal reinforcement.
The specific embodiment
Embodiment is referring to Fig. 1, shown in Figure 4, a kind of combination inner support of wall form, level connection joint is between the inboard of the wall form 3 of shear wall, comprise strut 1 and the plug 2 that is fixed in the strut two ends, shown in Fig. 2-3, the cylindricality sleeve pipe 2.1 that described plug 2 is adapted by the external diameter with strut 1 and the disk 2.2 of connecting wall template 3 inboards form, and referring to shown in Figure 4, described combination inner support is passed the body of wall vertical reinforcement 4 of shear wall and fixed with 5 colligations of body of wall horizontal reinforcement.
Described strut 1 is reinforcing bar or steel pipe.Described plug 2 is rubber or plastics.Described disk 2.2 be shaped as thin slice, cylinder or round platform.Strut 1 can use bar dowel in the present embodiment, and plug 2 is elastomeric material, and disk 2.2 is truncated cone-shaped.
Plug can be taken out after the concreting of shear wall body is complete, reuse, the hole after the glue cup is taken out can be mended with waterproofing mortar and fill out.
Claims (4)
1. the combination inner support of a wall form, level connection joint is between the inboard of the wall form (3) of shear wall, it is characterized in that: comprise strut (1) and be fixed in the plug (2) at strut two ends, described plug (2) is comprised of cylindricality sleeve pipe (2.1) and the inboard disk (2.2) of connecting wall template (3) that the external diameter with strut (1) adapts, and described combination inner support is passed the body of wall vertical reinforcement (4) of shear wall and fixed with body of wall horizontal reinforcement (5) colligation.
2. the combination inner support of a kind of wall form according to claim 1, it is characterized in that: described strut (1) is reinforcing bar or steel pipe.
3. the combination inner support of a kind of wall form according to claim 1, it is characterized in that: described plug (2) is rubber or plastics.
4. it is characterized in that according to claim 1 or the combination inner support of 3 described a kind of wall forms: described disk (2.2) be shaped as thin slice, cylinder or round platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320237005 CN203201148U (en) | 2013-05-06 | 2013-05-06 | Combined inner support of wall template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320237005 CN203201148U (en) | 2013-05-06 | 2013-05-06 | Combined inner support of wall template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203201148U true CN203201148U (en) | 2013-09-18 |
Family
ID=49145267
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320237005 Expired - Fee Related CN203201148U (en) | 2013-05-06 | 2013-05-06 | Combined inner support of wall template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203201148U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114215226A (en) * | 2021-11-19 | 2022-03-22 | 珠海十字门中央商务区建设控股有限公司 | Shear wall and construction method thereof |
-
2013
- 2013-05-06 CN CN 201320237005 patent/CN203201148U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114215226A (en) * | 2021-11-19 | 2022-03-22 | 珠海十字门中央商务区建设控股有限公司 | Shear wall and construction method thereof |
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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 |
Granted publication date: 20130918 Termination date: 20150506 |
|
| EXPY | Termination of patent right or utility model |