CN202644989U - Form erecting cradle for outer wall outer cornice - Google Patents
Form erecting cradle for outer wall outer cornice Download PDFInfo
- Publication number
- CN202644989U CN202644989U CN 201220166384 CN201220166384U CN202644989U CN 202644989 U CN202644989 U CN 202644989U CN 201220166384 CN201220166384 CN 201220166384 CN 201220166384 U CN201220166384 U CN 201220166384U CN 202644989 U CN202644989 U CN 202644989U
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- support rod
- cornice
- wall
- exterior wall
- support bar
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Abstract
The utility model discloses a form erecting cradle for an outer wall outer cornice. The form erecting cradle comprises a support rod, a first beam, a second beam, a suspension rod, a support rod and an inclined support rod, wherein the lower section of the support rod is perpendicularly arranged in an outer wall body, the first beam and the second beam are parallelly arranged at intervals, one end of the first beam and one end of the second beam are respectively connected with the upper section of the support rod, the other end of the first beam and the other end of the second beam are perpendicularly arranged at the upper section of the suspension rod, one end of the support rod is positioned at the lower section of the suspension rod, the other end of the support rod abuts against the outer edge of the outer wall and horizontally arranged, and the inclined support rod is positioned between the bottom end of the suspension rod and the bottom surface of the support rod. The form erecting cradle can facilitate form erecting construction of the outer wall outer cornice, reduces construction cost, improves construction effective and overcomes safety hazards in a construction operation process.
Description
Technical field
The utility model relates to the formwork suspension bracket of the outer cornice of a kind of exterior wall.
Background technology
Usually because the outstanding wall face of eaves board need be set up scaffold so that outer cornice formwork to be set along exterior wall during construction; But for high-rise frame structure or tubular construction, do not adopt in the exterior wall work progress and set up exterior wall scaffold, set up exterior wall scaffold as only adopting for outer cornice construction, its cost is larger, and affects construction period; Set up builder's jack if adopt, then the constructor set up with demolishing process in, be work high above the ground, safety factor is relatively poor, has certain potential safety hazard.
Summary of the invention
Technical problem to be solved in the utility model provides the formwork suspension bracket of the outer cornice of a kind of exterior wall, utilize this formwork suspension bracket can conveniently implement the formwork construction of the outer cornice of exterior wall, reduce construction cost, improved construction efficiency, overcome the potential safety hazard in the construction operation process.
For solving the problems of the technologies described above, the formwork suspension bracket of the outer cornice of the utility model exterior wall comprises support bar, first crossbeam, second cross beam, suspending rod, pressure pin and hound, described support bar hypomere vertically is embedded in the outer wall body, described first crossbeam is connected with the second cross beam spaced and parallel and an end connects respectively described support bar epimere, described suspending rod epimere is located at the other end and the vertical setting of described first crossbeam and second cross beam, described pressure pin one end is located at described suspending rod hypomere, the other end is against the exterior wall outer and be horizontally disposed with, and described hound is located between described suspending rod bottom and the pressure pin bottom surface.
Because the formwork suspension bracket of the outer cornice of the utility model exterior wall has adopted technique scheme, be that this formwork suspension bracket comprises support bar, first crossbeam, second cross beam, suspending rod, pressure pin and hound, the support bar hypomere vertically is embedded in the outer wall body, first crossbeam is connected with the second cross beam spaced and parallel and an end connects respectively the support bar epimere, the suspending rod epimere is located at the other end and the vertical setting of first crossbeam and second cross beam, pressure pin one end is located at the suspending rod hypomere, the other end is against the exterior wall outer and be horizontally disposed with, and hound is located between described suspending rod bottom and the pressure pin bottom surface.This formwork suspension bracket can conveniently be implemented the formwork construction of the outer cornice of exterior wall, has reduced construction cost, has improved construction efficiency, has overcome the potential safety hazard in the construction operation process.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and embodiments:
Fig. 1 is the structural representation of the formwork suspension bracket of the outer cornice of the utility model exterior wall.
The specific embodiment
As shown in Figure 1, the formwork suspension bracket of the outer cornice of the utility model exterior wall comprises support bar 1, first crossbeam 2, second cross beam 3, suspending rod 4, pressure pin 5 and hound 6, described support bar 1 hypomere vertically is embedded in exterior wall 7 bodies of wall, described first crossbeam 2 is connected with second cross beam that spaced and parallel is arranged and an end connects respectively described support bar 1 epimere, described suspending rod 4 epimeres are located at the other end and the vertical setting of described first crossbeam 2 and second cross beam 3, described pressure pin 5 one ends are located at described suspending rod 4 hypomeres, the other end is against exterior wall 7 outers and be horizontally disposed with, and described hound 6 is located between described suspending rod 4 bottoms and pressure pin 5 bottom surfaces.
This formwork hanger structure is simple, easy to make, when cornice is constructed outside exterior wall, adopt a plurality of formwork suspension brackets to arrange along exterior wall 7 intervals, spacing is about 1 meter, pressure pin 5 at a plurality of formwork suspension brackets is laid longitudinal reinforcement 9, can outer cornice template 10 be set at longitudinal reinforcement 9, implements the concrete pouring construction of the outer cornice 8 of exterior wall.
In this formwork suspension bracket, support bar can have multiple choices, if exterior wall vertical reinforcement diameter is more than or equal to Φ 16, can directly utilize vertical reinforcement as support bar, such as the vertical reinforcement diameter less than Φ 16, then need in body of wall, make support bar by the steel pipe of pre-buried Φ 48*3.5, be embedded in the interior degree of depth of body of wall greater than 300mm; First crossbeam, second cross beam, suspending rod, pressure pin and hound can adopt the welding of Φ 25 reinforcing bars to be made into type and to consist of falsework, determine the falsework setting height(from bottom) according to outer eaves board absolute altitude, simultaneously mark falsework setting height(from bottom) line at support bar, when falsework is installed, two people cooperate, one people holds falsework and aims at the setting height(from bottom) line, and another welder welds the fixed form support.After all falsework welding were finished, firmly whether inspection rear longitudinal reinforcement and the outer cornice template of laying.
After outer cornice concreting is finished, when reach design strength 75% the time, outer cornice template could be removed, and adopts gas cutting that the weld seam between falsework and the support bar is cut open, falsework can be taken flooring from outer cornice edge and take off, and then removes outer cornice template.
When the outer cornice construction of outstanding exterior wall, adopt this formwork suspension bracket to solve template and concrete support problem, can not adopt tradition to set up the outer cornice of external scaffolding construction, reduced operating expenses, improved efficiency of construction; All constructors' operation is all carried out at the floor template that has laid, falsework is removed also and need to only the weld bond of falsework and support bar need to not cut open by other scaffold, and support is taken flooring, stripping gets final product, and has avoided the potential safety hazard in the work progress.
Claims (1)
1. the formwork suspension bracket of the outer cornice of an exterior wall, it is characterized in that: this formwork suspension bracket comprises support bar, first crossbeam, second cross beam, suspending rod, pressure pin and hound, described support bar hypomere vertically is embedded in the outer wall body, described first crossbeam is connected with the second cross beam spaced and parallel and an end connects respectively described support bar epimere, described suspending rod epimere is located at the other end and the vertical setting of described first crossbeam and second cross beam, described pressure pin one end is located at described suspending rod hypomere, the other end is against the exterior wall outer and be horizontally disposed with, and described hound is located between described suspending rod bottom and the pressure pin bottom surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220166384 CN202644989U (en) | 2012-04-19 | 2012-04-19 | Form erecting cradle for outer wall outer cornice |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220166384 CN202644989U (en) | 2012-04-19 | 2012-04-19 | Form erecting cradle for outer wall outer cornice |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202644989U true CN202644989U (en) | 2013-01-02 |
Family
ID=47414113
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220166384 Expired - Fee Related CN202644989U (en) | 2012-04-19 | 2012-04-19 | Form erecting cradle for outer wall outer cornice |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202644989U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121225B (en) * | 2016-08-24 | 2018-05-11 | 仇国辉 | Suspension active erecting device is chosen outside cast-in-place concrete eaves |
| CN108412200A (en) * | 2018-03-22 | 2018-08-17 | 浙江谊科建筑技术发展有限公司 | A kind of back cord reinforcement means for connecing layer template of aluminum alloy mould plate |
| CN111305628A (en) * | 2020-03-31 | 2020-06-19 | 五冶集团上海有限公司 | Construction method of silo roof cantilever plate |
-
2012
- 2012-04-19 CN CN 201220166384 patent/CN202644989U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121225B (en) * | 2016-08-24 | 2018-05-11 | 仇国辉 | Suspension active erecting device is chosen outside cast-in-place concrete eaves |
| CN108412200A (en) * | 2018-03-22 | 2018-08-17 | 浙江谊科建筑技术发展有限公司 | A kind of back cord reinforcement means for connecing layer template of aluminum alloy mould plate |
| CN108412200B (en) * | 2018-03-22 | 2020-05-12 | 浙江谊科建筑技术发展有限公司 | Back ridge reinforcing method for connecting layer template of aluminum alloy template |
| CN111305628A (en) * | 2020-03-31 | 2020-06-19 | 五冶集团上海有限公司 | Construction method of silo roof cantilever plate |
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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 |
Address after: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Co-patentee after: MCC TIANGONG GROUP Corp.,Ltd. Patentee after: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. Address before: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Co-patentee before: MCC TIANGONG GROUP Corp.,Ltd. Patentee before: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. Address after: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Co-patentee after: MCC TIANGONG GROUP Corp.,Ltd. Patentee after: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. Address before: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Co-patentee before: MCC TIANGONG GROUP Corp.,Ltd. Patentee before: CMTCC Shanghai 13th Construction Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200508 Address after: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Co-patentee after: CHINA MCC20 GROUP Corp.,Ltd. Patentee after: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. Address before: 201900 Shanghai city Baoshan District Tieli Road No. 2469 Co-patentee before: MCC TIANGONG GROUP Corp.,Ltd. Patentee before: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130102 Termination date: 20200419 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |