CN204081468U - A kind of shear-wall strengthening formwork structure - Google Patents
A kind of shear-wall strengthening formwork structure Download PDFInfo
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- CN204081468U CN204081468U CN201420360079.4U CN201420360079U CN204081468U CN 204081468 U CN204081468 U CN 204081468U CN 201420360079 U CN201420360079 U CN 201420360079U CN 204081468 U CN204081468 U CN 204081468U
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Abstract
The utility model discloses a kind of shear-wall strengthening formwork structure, it is characterized in that: comprise wall cheek board bracing means, wall form bracing means and corner template reinforcing device; Described wall cheek board bracing means comprises connecting rod, and the two ends of connecting rod are respectively arranged with shuttering fastening member, are flexibly connected between shuttering fastening member with template; Described wall form bracing means comprises the fixed bar contour with wall, and fixed bar is made up of some square steel connected by grafting supporting piece, and square steel lower end is bottom provided with groove device; Described corner template reinforcing device comprises and is arranged on adjacent wall and orthogonal fixed bar on direction, and the two ends of fixed bar are respectively arranged with reinforcement assembly.The utility model is simple to operate, saves artificial, and can realize remote-controlled operation, reduce security risk, and meanwhile, the utility model measuring speed is fast, and data are accurate, and saving of work and time, efficiency is high, need not carry out lining rope check, simple to operate.
Description
Technical field
The utility model belongs to building field, specifically, relates to a kind of shear-wall strengthening formwork structure.
Background technology
Install at the shear wall formwork of civilian construction at present and mostly adopt wooden form, the lumps of wood and steel pipe combination installation form, the method model sheetinstallat is simple, and can carry out combination simultaneously and install, require high to skilled worker, floor template and wall form can be constructed simultaneously.
The splicing first carrying out wooden form during installation is installed, and then carries out perpendicular distracted installation, then carries out the reinforcing of horizontal steel tube, and then perforating in template, reinforce with Screw arbor with nut at both-ends, and template and ground, bottom or concrete surface connect position and adopt cement mortar or flitch leak stopping.First carry out the dismounting of steel pipe and flitch during dismounting, then carry out the dismounting of wooden form, adopt when form removable crowbar to remove, in process, certain damage is caused to template, easily cause corner to destroy, affect the number of turnover.The easy spillage of seam crossing and bottom in concrete formation process, causes concrete surface honeycomb, pitted skin phenomenon many.
Also have and adopt combined steel formwork to install, the lifting first carrying out gang form during installation is installed, and this method concrete surface is smooth, except root bad sealing, remaining surface is spillage not easily, but floor plates can not be built with body of wall simultaneously, need separately construction, affect programming.
Utility model content
The technical problems to be solved in the utility model overcomes above-mentioned defect, a kind of general work is provided to operate, saving technique work post labour cost, can realize one man operation, reduce security risk, installation rate is fast, accurate positioning, saving of work and time, and model sheetinstallat complete after do not carry out the check of model sheetinstallat, simple to operate, time saving and energy saving shear-wall strengthening formwork structure.
For solving the problem, the technical scheme that the utility model adopts is:
A kind of shear-wall strengthening formwork structure, is characterized in that: comprise wall cheek board bracing means, wall form bracing means and corner template reinforcing device; Described wall cheek board bracing means comprises connecting rod, and the two ends of connecting rod are respectively arranged with shuttering fastening member, are flexibly connected between shuttering fastening member with template; Described wall form bracing means comprises the fixed bar contour with wall, and fixed bar is made up of some square steel connected by grafting supporting piece, and square steel lower end is bottom provided with groove device; Described corner template reinforcing device comprises and is arranged on adjacent wall and orthogonal fixed bar on direction, and the two ends of fixed bar are respectively arranged with reinforcement assembly.
As a kind of technical scheme of optimization, described shuttering fastening member comprises the square steel being connected to connecting rod two ends, and the side of square steel is flexibly connected with template by bolt.
As a kind of technical scheme of optimization, described grafting supporting piece comprises the template draw-in groove and steel holder that are separately positioned on template both sides, and steel holder is by running through the split bolt connection mode board groove in split bolt hole; The number of described template draw-in groove is two, is symmetricly set on split bolt hole up and down respectively; Described steel holder, split bolt hole and two template draw-in grooves are Integral design manufactures.
As a kind of technical scheme of optimization, described groove device comprises the draw-in groove being connected to square steel lower end, draw-in groove opening down; Be provided with the lumps of wood in described draw-in groove, be bolted between the lumps of wood and draw-in groove.
As a kind of technical scheme of optimization, described reinforcement assembly comprises two fixed blocks, is connected between fixed block by square steel; Described fixed block is connected by HOOK BOLTS with between square steel.
Owing to have employed technique scheme, compared with prior art, the utility model is simple to operate, people just can complete operation, saves artificial, and can realize remote-controlled operation, reduce security risk, meanwhile, the utility model measuring speed is fast, and data are accurate, saving of work and time, efficiency is high, need not carry out lining rope check, simple to operate.
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail simultaneously.
Accompanying drawing explanation
Fig. 1 is the structural representation of wall cheek board bracing means in a kind of embodiment of the utility model;
Fig. 2 is the Facad structure schematic diagram of wall form bracing means in a kind of embodiment of the utility model;
Fig. 3 is the side structure schematic diagram of wall form bracing means in a kind of embodiment of the utility model;
Fig. 4 is the structural representation of corner template reinforcing device in a kind of embodiment of the utility model.
Detailed description of the invention
Embodiment:
As Figure 1-4, a kind of shear-wall strengthening formwork structure, comprises wall cheek board bracing means, wall form bracing means and corner template reinforcing device.
Described wall cheek board bracing means comprises connecting rod 3, and the two ends of connecting rod 3 are respectively arranged with shuttering fastening member, are flexibly connected between shuttering fastening member with template.Described wall form bracing means comprises the fixed bar contour with wall, and fixed bar is made up of some square steel 5 connected by grafting supporting piece, and square steel 5 lower end is bottom provided with groove device.Described corner template reinforcing device comprises and is arranged on adjacent wall and orthogonal fixed bar 10 on direction, and the two ends of fixed bar 10 are respectively arranged with reinforcement assembly.
In the present embodiment, described shuttering fastening member comprises the square steel 1 being connected to connecting rod two ends, and the side of square steel 1 is flexibly connected with template by bolt 2.
Described grafting supporting piece comprises the template draw-in groove 6 and steel holder that are separately positioned on template both sides, and steel holder is by running through the split bolt connection mode board groove 6 in split bolt hole 7.The number of described template draw-in groove 6 is two, is symmetricly set on split bolt hole 7 up and down respectively.Described steel holder, split bolt hole and two template draw-in grooves are Integral design manufactures.
Described groove device comprises the draw-in groove 4 being connected to square steel lower end, draw-in groove 4 opening down.Be provided with the lumps of wood 8 in described draw-in groove 4, be connected by bolt 9 between the lumps of wood 8 with draw-in groove 4.
Described reinforcement assembly comprises two fixed blocks 11, is connected between fixed block 11 by square steel 5.Described fixed block 11 and square steel 5 between be connected by HOOK BOLTS 12.
The utility model is simple to operate, and people just can complete operation, saves artificial, and can realize remote-controlled operation, reduce security risk, meanwhile, the utility model measuring speed is fast, and data are accurate, saving of work and time, efficiency is high, need not carry out lining rope check, simple to operate.
The utility model is not limited to above-mentioned preferred embodiment, and anyone should learn the structure change made under enlightenment of the present utility model, and every have identical or akin technical scheme with the utility model, all belongs to protection domain of the present utility model.
Claims (5)
1. a shear-wall strengthening formwork structure, is characterized in that: comprise wall cheek board bracing means, wall form bracing means and corner template reinforcing device;
Described wall cheek board bracing means comprises connecting rod, and the two ends of connecting rod are respectively arranged with shuttering fastening member, are flexibly connected between shuttering fastening member with template;
Described wall form bracing means comprises the fixed bar contour with wall, and fixed bar is made up of some square steel connected by grafting supporting piece, and square steel lower end is bottom provided with groove device;
Described corner template reinforcing device comprises and is arranged on adjacent wall and orthogonal fixed bar on direction, and the two ends of fixed bar are respectively arranged with reinforcement assembly.
2. shear-wall strengthening formwork structure according to claim 1, it is characterized in that: described shuttering fastening member comprises the square steel being connected to connecting rod two ends, the side of square steel is flexibly connected with template by bolt.
3. shear-wall strengthening formwork structure according to claim 2, is characterized in that: described grafting supporting piece comprises the template draw-in groove and steel holder that are separately positioned on template both sides, and steel holder is by running through the split bolt connection mode board groove in split bolt hole; The number of described template draw-in groove is two, is symmetricly set on split bolt hole up and down respectively; Described steel holder, split bolt hole and two template draw-in grooves are Integral design manufactures.
4. shear-wall strengthening formwork structure according to claim 3, is characterized in that: described groove device comprises the draw-in groove being connected to square steel lower end, draw-in groove opening down; Be provided with the lumps of wood in described draw-in groove, be bolted between the lumps of wood and draw-in groove.
5. shear-wall strengthening formwork structure according to claim 4, is characterized in that: described reinforcement assembly comprises two fixed blocks, is connected between fixed block by square steel; Described fixed block is connected by HOOK BOLTS with between square steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420360079.4U CN204081468U (en) | 2014-07-02 | 2014-07-02 | A kind of shear-wall strengthening formwork structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420360079.4U CN204081468U (en) | 2014-07-02 | 2014-07-02 | A kind of shear-wall strengthening formwork structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204081468U true CN204081468U (en) | 2015-01-07 |
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ID=52174201
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420360079.4U Withdrawn - After Issue CN204081468U (en) | 2014-07-02 | 2014-07-02 | A kind of shear-wall strengthening formwork structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN204081468U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763142A (en) * | 2015-04-01 | 2015-07-08 | 广东合迪科技股份有限公司 | Aluminum template back arris system |
| CN105275198A (en) * | 2014-07-02 | 2016-01-27 | 中国华冶科工集团有限公司 | A shear wall formwork reinforcing construction method |
-
2014
- 2014-07-02 CN CN201420360079.4U patent/CN204081468U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105275198A (en) * | 2014-07-02 | 2016-01-27 | 中国华冶科工集团有限公司 | A shear wall formwork reinforcing construction method |
| CN105275198B (en) * | 2014-07-02 | 2018-03-06 | 中国华冶科工集团有限公司 | A kind of shear-wall strengthening formwork structure and its construction method |
| CN104763142A (en) * | 2015-04-01 | 2015-07-08 | 广东合迪科技股份有限公司 | Aluminum template back arris system |
| CN104763142B (en) * | 2015-04-01 | 2017-05-10 | 广东合迪科技股份有限公司 | Aluminum template back arris system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20150107 Effective date of abandoning: 20180306 |