CN203320952U - Constructional column template drawing device - Google Patents
Constructional column template drawing device Download PDFInfo
- Publication number
- CN203320952U CN203320952U CN2013200403662U CN201320040366U CN203320952U CN 203320952 U CN203320952 U CN 203320952U CN 2013200403662 U CN2013200403662 U CN 2013200403662U CN 201320040366 U CN201320040366 U CN 201320040366U CN 203320952 U CN203320952 U CN 203320952U
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- Prior art keywords
- constructional column
- steel
- template
- pair
- steel pipe
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- Expired - Fee Related
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Abstract
The utility model relates to a constructional column template drawing device which comprises steel pipes, a steel template and bolts; tensioning screw rods (5) are utilized to penetrate through mortar joints of the masonry to tension first double-steel-pipes on the two sides of a wall body, and the steel template (2) is fixed and tensioned; hook bolts (7) are utilized to pull the steel template to tension a second double-steel-pipe (4) so as to adjust the flatness of the steel template and improve the rigidity of a template of a constructional column (1). The constructional column template drawing device is suitable for installation of the template of the constructional column, and the construction technology can improve the construction quality of the constructional column. The construction is simple, the manufacturing is easy, all the components can be turnover, the operation is convenient, the pertinence is strong, and the popularization is easy.
Description
Technical field
The utility model belongs to technical field of building construction, particularly relates to a kind of constructional column die drawing device.
Background technology
The constructional column template of general brickwork is installed, and adopts the method support shuttering on top, but, often because template is pushed up tightly not, easily produces spillage after constructional column concreting, causes constructional column to produce a large amount of holes.Yet the utility model " constructional column die process " utilizes split bolt, template tightly is pulled on body of wall, effectively mortar leakage prevention and swollen mould.This job practices simple structure, make easily, and easy for installation, with strong points, various materials all can have enough to meet the need use.
The utility model content
Technical problem to be solved in the utility model is to provide a kind of constructional column die drawing device, and the problem of rear easily spillage and swollen mould is installed to solve the constructional column template.
The utility model solves the technical scheme that its technical problem adopts: a kind of constructional column die drawing device is provided, comprise constructional column, steel form, first pair of steel pipe, second pair of steel pipe, split bolt, fastener, HOOK BOLTS and double-sided tape, described first pair of steel pipe is positioned at the steel form outside and by split bolt, the steel form on brickwork two sides is fixed on body of wall, and the outside of first pair of steel pipe also is fixed with second pair of steel pipe by HOOK BOLTS.
Be lined with double-sided tape between described steel form and body of wall.
Described first pair of steel pipe coordinates the steel form fixed strain on body of wall two sides on body of wall by split bolt and fastener.
Intersect between described first pair of steel pipe and the second pair of steel pipe and be 90 degree and install.
The outside of described first pair of steel pipe is also by the second pair of steel pipe that be fixed of HOOK BOLTS and fastener.
Beneficial effect
The utility model highly versatile, make simply, can have enough to meet the need use, with lower cost, prevented easily to produce spillage and swollen mould after constructional column concreting, eliminates the uncompacted hidden danger of constructional column concrete.Simple structure, make easily, easy to operate, with strong points, easily promotes.
The accompanying drawing explanation
Fig. 1 is the utility model constructional column schematic diagram.
Fig. 2 is the utility model lock sealing rod schematic diagram.
Fig. 3 is the utility model general assembly schematic diagram one.
Fig. 4 is the utility model general assembly schematic diagram two.
The specific embodiment
Below in conjunction with specific embodiment, further set forth the utility model.Should be understood that these embodiment only are not used in restriction scope of the present utility model for the utility model is described.Should be understood that in addition those skilled in the art can make various changes or modifications the utility model after the content of having read the utility model instruction, these equivalent form of values fall within the application's appended claims limited range equally.
Embodiment 1
A kind of constructional column die drawing device, comprise constructional column 1,2, the first pairs of steel pipes of steel form 3, the second pairs of steel pipes 4, split bolt 5, fastener 6, HOOK BOLTS 7, double-sided tape 8 and brickwork 9.
The outline drawing that Fig. 1 is the constructional column 1 in brickwork, according to the size of design and code requirement, reserve the position of illustrated concrete constructional column in the brickwork building process.
As Fig. 2 is the sealing rod scheme of installation: before template is installed, double-sided tape 8 is set between body of wall and template, double-sided tape 8 sticks on gingival cyst of mucous gland in the newborn (dotted line) outside of constructional column, and spillage in the time of can preventing concreting, guarantee the constructional column quality.
As shown in Figure 3,4, a kind of constructional column Formwork Installation Method of brickwork---constructional column die process, its objective is that solving the constructional column template installs spillage and swollen mould.Utilize Screw arbor with nut at both-ends 5 through the masonry mortar joint, first pair of body of wall both sides steel pipe 3 to be strained, in order to fix and to strain steel form 2.In brickwork is built by laying bricks or stones, at the constructional column 1 same mortar joint height in both sides, bury respectively 1 Screw arbor with nut at both-ends 5 underground.When template is installed, first pair of steel pipe 3 is set respectively in the body of wall both sides, Screw arbor with nut at both-ends 5 and first pair of steel pipe 3 coordinate, and along the constructional column short transverse, spacing 60cm left and right arranges respectively some groups of Screw arbor with nut at both-ends 5.
Finally utilize HOOK BOLTS 7, according to certain spacing, hold steel form by 4 tensions of second pair of steel pipe, in order to adjust the planeness of steel form, improve the rigidity of constructional column 1 template.
Split bolt 5 and HOOK BOLTS 7, all fix first pair of steel pipe 3 by mountain font fastener 6, in order to transmit pulling force.
Claims (5)
1. a constructional column die drawing device, comprise constructional column (1), steel form (2), first pair of steel pipe (3), second pair of steel pipe (4), split bolt (5), fastener (6), HOOK BOLTS (7) and double-sided tape (8), it is characterized in that: described first pair of steel pipe (3) is positioned at steel form (2) outside and by split bolt (5), the steel form (2) on brickwork (9) two sides is fixed on body of wall, and the outside of first pair of steel pipe (3) also is fixed with second pair of steel pipe (4) by HOOK BOLTS (7).
2. a kind of constructional column die drawing device according to claim 1, is characterized in that: be lined with double-sided tape (8) between described steel form (2) and body of wall.
3. a kind of constructional column die drawing device according to claim 1 is characterized in that: described first pair of steel pipe (3) coordinates the steel form on body of wall two sides (2) fixed strain on body of wall by split bolt (5) and fastener (6).
4. a kind of constructional column die drawing device according to claim 1, is characterized in that: intersect between described first pair of steel pipe (3) and second pair of steel pipe (4) and be 90 degree installations.
5. a kind of constructional column die drawing device according to claim 1 is characterized in that: the outside of described first pair of steel pipe (3) also has been fixed second pair of steel pipe (4) by HOOK BOLTS (7) and fastener (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013200403662U CN203320952U (en) | 2013-01-24 | 2013-01-24 | Constructional column template drawing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013200403662U CN203320952U (en) | 2013-01-24 | 2013-01-24 | Constructional column template drawing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203320952U true CN203320952U (en) | 2013-12-04 |
Family
ID=49660316
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013200403662U Expired - Fee Related CN203320952U (en) | 2013-01-24 | 2013-01-24 | Constructional column template drawing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203320952U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594529A (en) * | 2015-01-19 | 2015-05-06 | 台州建筑安装工程公司 | Outer wall of steel structure plant, model frame of upright post at corner and outer wall construction method |
| CN105178593A (en) * | 2015-06-29 | 2015-12-23 | 江苏南通二建集团有限公司 | Method and structure for erecting forms of structural columns of filler walls |
| CN109184103A (en) * | 2018-09-30 | 2019-01-11 | 恒城建设科技有限公司 | Building masonry wall exempts from plastering construction technique |
| CN110206303A (en) * | 2019-06-05 | 2019-09-06 | 南通鑫金建设集团有限公司 | Hollow elastic sealing strip secondary structure template construction method is installed |
-
2013
- 2013-01-24 CN CN2013200403662U patent/CN203320952U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594529A (en) * | 2015-01-19 | 2015-05-06 | 台州建筑安装工程公司 | Outer wall of steel structure plant, model frame of upright post at corner and outer wall construction method |
| CN105178593A (en) * | 2015-06-29 | 2015-12-23 | 江苏南通二建集团有限公司 | Method and structure for erecting forms of structural columns of filler walls |
| CN109184103A (en) * | 2018-09-30 | 2019-01-11 | 恒城建设科技有限公司 | Building masonry wall exempts from plastering construction technique |
| CN110206303A (en) * | 2019-06-05 | 2019-09-06 | 南通鑫金建设集团有限公司 | Hollow elastic sealing strip secondary structure template construction method is installed |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Co-patentee after: MCC TIANGONG GROUP Corp.,Ltd. Patentee after: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. Address before: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Co-patentee before: MCC TIANGONG GROUP Corp.,Ltd. Patentee before: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. Address after: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Co-patentee after: MCC TIANGONG GROUP Corp.,Ltd. Patentee after: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. Address before: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Co-patentee before: MCC TIANGONG GROUP Corp.,Ltd. Patentee before: CMTCC Shanghai 13th Construction Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190627 Address after: Room A, Room 403, 1325 Mudanjiang Road, Baoshan District, Shanghai, 20199 Co-patentee after: CHINA MCC20 GROUP Corp.,Ltd. Patentee after: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. Address before: Room A, Room 403, 1325 Mudanjiang Road, Baoshan District, Shanghai, 20199 Co-patentee before: MCC TIANGONG GROUP Corp.,Ltd. Patentee before: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. |
|
| 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: 20131204 Termination date: 20210124 |