CN202644980U - Joint reinforcing system for structural edge member formwork - Google Patents
Joint reinforcing system for structural edge member formwork Download PDFInfo
- Publication number
- CN202644980U CN202644980U CN 201220255117 CN201220255117U CN202644980U CN 202644980 U CN202644980 U CN 202644980U CN 201220255117 CN201220255117 CN 201220255117 CN 201220255117 U CN201220255117 U CN 201220255117U CN 202644980 U CN202644980 U CN 202644980U
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- strength bolt
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- structural edge
- reinforcement system
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Abstract
The utility model discloses a joint reinforcing system for a structural edge member formwork. The joint reinforcing system comprises a high-strength counter-braced screw rod and the formwork, wherein formwork joints are provided with high-strength screw rods; when a lower edge structure is constructed, the high-strength screw rods are arranged above the high-strength counter-braced screw rod and under a concrete construction joint; and when an upper edge structure is constructed, the high-strength screw rods are arranged under the high-strength counter-braced screw rod and above the concrete construction joint. By utilizing the joint reinforcing system for the structural edge member formwork disclosed by the utility model, the phenomena that the edge member formwork is expanded and displaced can be controlled effectively, and the appearance quality problems such as honeycombing, pitting and leaking of concrete joints are prevented.
Description
Technical field
The utility model relates to a kind of formwork reinforcement system of building engineering field, especially a kind of structural edge component template joint reinforcement system.
Background technology
When main structure construction, there are the edge members such as structural edge shear wall, frame column, usually construction is as construction section take the structure floor, the template joint is arranged on structure floor place usually, yet because edge member formwork erection difficulty is large, mould, race mould often can rise in the time of fluid concrete, cause the presentation qualities such as concrete seam honeycomb, pitted skin, spillage poor relatively poor, seriously also can have influence on structural stability and follow-up decorations work.
The utility model content
The mould that rises of edge member template, the problem of running mould during for solution structure construction fluid concrete, the utility model proposes a kind of structural edge component template joint reinforcement system, this structural edge component template joint reinforcement system can not only effectively be controlled the mould that rises, the race mould phenomenon of edge member template, can also avoid the appearance qualities such as concrete seam honeycomb, pitted skin, spillage.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of structural edge component template joint reinforcement system comprises high-strength Screw arbor with nut at both-ends and template, and described template joint is provided with high-strength bolt.Described high-strength bolt is located at when the lower edge structure construction above the high-strength Screw arbor with nut at both-ends, the concrete construction joint below.Described high-strength bolt is located at when the topmost edge structure construction below the high-strength Screw arbor with nut at both-ends, the concrete construction joint below.Described high-strength bolt and concrete construction joint are provided with spacing.Described high-strength bolt stretches out structure outside certain-length.Described high-strength bolt anchorage length is more than or equal to 35 times high-strength bolt bar diameter, less than or equal to structure outer thickness.Described high-strength bolt diameter is the scope of 12-16mm.
The beneficial effects of the utility model are:
1, pre-buried high-strength bolt can adopt waste and old screw rod, reaches the economic effect of saving cost.
2, can control the mould that rises, race mould phenomenon, effectively control the appearance qualities such as concrete seam honeycomb, pitted skin, spillage.
Description of drawings
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described in further detail.
Formwork reinforcement system drawing when Fig. 1 is the utility model lower edge structure construction.
Formwork reinforcement system drawing when Fig. 2 is the utility model topmost edge structure construction.
The specific embodiment
Such as the described a kind of structural edge component template joint reinforcement system of Fig. 1-Fig. 2, comprise high-strength Screw arbor with nut at both-ends 2 and template 4, described template 4 joints are provided with high-strength bolt 1.Reserve high-strength Screw arbor with nut at both-ends 2 when the lower edge structure construction, use as the bottom formwork reinforcement when upper walls, column template construction high-strength bolt 1 multidirectional template 4 joints that are embedded in advance.High-strength Screw arbor with nut at both-ends 2, high-strength bolt 1 use as the top formwork reinforcement when the topmost edge structure construction.Described high-strength bolt 1 is embedded in template 4 joints in advance when the lower edge structure construction, high-strength Screw arbor with nut at both-ends 2 tops, concrete construction joint 3 belows.Described high-strength bolt 1 is embedded in template 4 joints in advance when the topmost edge structure construction, high-strength Screw arbor with nut at both-ends 2 belows, concrete construction joint 3 belows.Described high-strength bolt 1 pre-buried position is 200mm apart from concrete construction joint 3.It is 300mm that described high-strength bolt 1 stretches out the outer edge lengths of structure.Described high-strength bolt 1 anchorage length is more than or equal to 35 times high-strength bolt 1 bar diameter, and less than or equal to structure outer thickness, high-strength bolt 1 bar diameter is 14mm.
Claims (7)
1. a structural edge component template joint reinforcement system comprises high-strength Screw arbor with nut at both-ends (2) and template (4), it is characterized in that: described template (4) joint is provided with high-strength bolt (1).
2. structural edge component template joint reinforcement system according to claim 1 is characterized in that: described high-strength bolt (1) is located at (2) above the high-strength Screw arbor with nut at both-ends, concrete construction joint (3) below when the lower edge structure construction.
3. structural edge component template joint reinforcement system according to claim 1 is characterized in that: described high-strength bolt (1) is located at high-strength Screw arbor with nut at both-ends (2) below when the topmost edge structure construction, concrete construction joint (3) below.
4. structural edge component template joint reinforcement system according to claim 1 is characterized in that: described high-strength bolt (1) is provided with spacing with concrete construction joint (3).
5. structural edge component template joint reinforcement system according to claim 1 is characterized in that: described high-strength bolt (1) stretches out structure outside certain-length.
6. structural edge component template joint reinforcement system according to claim 1 is characterized in that: described high-strength bolt (1) anchorage length is more than or equal to 35 times high-strength bolt (1) bar diameter, less than or equal to structure outer thickness.
7. structural edge component template joint reinforcement system according to claim 1, it is characterized in that: described high-strength bolt (1) diameter is the scope of 12-16mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220255117 CN202644980U (en) | 2012-06-01 | 2012-06-01 | Joint reinforcing system for structural edge member formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220255117 CN202644980U (en) | 2012-06-01 | 2012-06-01 | Joint reinforcing system for structural edge member formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202644980U true CN202644980U (en) | 2013-01-02 |
Family
ID=47414104
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220255117 Expired - Fee Related CN202644980U (en) | 2012-06-01 | 2012-06-01 | Joint reinforcing system for structural edge member formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202644980U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103321403A (en) * | 2013-06-08 | 2013-09-25 | 中国建筑第八工程局有限公司 | Erecting method and structure of piece-by-piece assembling formworks at position of interlayer outer wall construction joint |
| CN105370038A (en) * | 2014-08-26 | 2016-03-02 | 天津二十冶建设有限公司 | Jointing method of construction joint of reinforced concrete shear wall body |
| CN111894269A (en) * | 2020-07-06 | 2020-11-06 | 五冶集团上海有限公司 | Construction method for reinforcing structure of wall and column external mold |
-
2012
- 2012-06-01 CN CN 201220255117 patent/CN202644980U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103321403A (en) * | 2013-06-08 | 2013-09-25 | 中国建筑第八工程局有限公司 | Erecting method and structure of piece-by-piece assembling formworks at position of interlayer outer wall construction joint |
| CN105370038A (en) * | 2014-08-26 | 2016-03-02 | 天津二十冶建设有限公司 | Jointing method of construction joint of reinforced concrete shear wall body |
| CN111894269A (en) * | 2020-07-06 | 2020-11-06 | 五冶集团上海有限公司 | Construction method for reinforcing structure of wall and column external mold |
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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: 20130102 Termination date: 20180601 |