CN204876525U - On turn over girder construction with outrigger support of encorbelmenting - Google Patents
On turn over girder construction with outrigger support of encorbelmenting Download PDFInfo
- Publication number
- CN204876525U CN204876525U CN201520649789.3U CN201520649789U CN204876525U CN 204876525 U CN204876525 U CN 204876525U CN 201520649789 U CN201520649789 U CN 201520649789U CN 204876525 U CN204876525 U CN 204876525U
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- shaped steel
- shaped
- floor
- sleeve pipe
- reinforcing bar
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Abstract
The utility model provides an on turn over girder construction with outrigger support of encorbelmenting, it relates to building technical field, and it contains U -shaped reinforcing bar pull ring, shaped steel, pressing plate bolt, shaped steel fix the support frame, PVC sleeve pipe, hard -wood wedge, U -shaped reinforcing bar pull ring pre -buried last the roof beam turns over and on, shaped steel fix the support frame sets up in the floor top, it is the same that shaped steel fix the support frame's height turns over the deck -molding degree on with, the PVC sleeve pipe is pre -buried on the floor, shaped steel passes U -shaped reinforcing bar pull ring level and sets up on shaped steel fix the support frame, the clamp plate spiral alternated shaped steel, the cover is established in the PVC sleeve pipe, fixes shaped steel and floor, the hardwood drift ping is established between pressing plate bolt and shaped steel. Turn over the encorbelment fixed problem of shaped steel of roof beam on it has been solved, installation disassembling operation is convenient, it is firmly stable to support the support body, and pressing plate bolt can reuse, practices thrift the cost.
Description
Technical field
The utility model relates to technical field of buildings, is specifically related to one be turned over girder construction outrigger bearing of encorbelmenting.
Background technology
Current highrise building often uses the shaped steel suspension scaffolding in work progress, the shaped steel suspension scaffolding utilizes Cantilever Beams to do basis, shaped steel is anchored on building structure beam slab, outward-dipping stretch out fixing after, set up vertical rod at an upper portion thereof, cross bar, paving scaffold floor form construction operation scaffold.
This kind of erection method is applicable to the structural beams end face situation equal with deck flooring, and overhanging type steel adopts U-shaped reinforcing bar draw ring or anchor bolt and beam slab to fix.And some layout design considers that the factors such as floor daylighting, curtain wall decoration turn over girder construction on adopting, in the process of overhanging scaffold erection, structural framing is caused to be damaged for avoiding punching continuously at the upper Liang Chu of turning over, shaped steel Cantilever Beams can not directly be seated on floor, occurring that Cantilever Beams is pressed in turns on beam, the phenomenon that the pre-buried part of floor is unsettled, the strong point that Cantilever Beams is not connected with structure, erection difficulty.
Utility model content
The purpose of this utility model is defect for prior art and deficiency, there is provided a kind of structure simple, girder construction outrigger bearing of encorbelmenting is turned on reasonable in design, easy to use, it solve the fixation problem of turning over beam overhanging type steel, installing/dismounting is easy to operate, supporting frame firm stable, and follower bolt can reuse, cost-saving.
For achieving the above object, the technical solution adopted in the utility model is: it comprises U-shaped reinforcing bar draw ring, shaped steel, follower bolt, shaped steel fixing support rack, PVC sleeve pipe, hard-wood wedge; U-shaped reinforcing bar draw ring is embedded in and turns on beam, shaped steel shaped steel fixing support rack is arranged on above floor, the height of shaped steel fixing support rack with on to turn over depth of beam identical, PVC sleeve pipe pre-embedding is on floor, shaped steel is set up on shaped steel fixing support rack through U-shaped reinforcing bar draw ring level, pressing plate spiral is inserted through shaped steel, is set in PVC sleeve pipe, shaped steel and floor is fixed; Hardwood drift ping is located between follower bolt and shaped steel.
The steel pipe that described shaped steel fixing support rack is 48mm by diameter is formed.
Fixing means of the present utility model is: be embedded with U-shaped reinforcing bar draw ring upper turning on beam, floor is embedded with PVC sleeve pipe, the shaped steel fixing support rack identical with above turning over depth of beam is arranged on floor, shaped steel is arranged on shaped steel fixing support rack through U-shaped reinforcing bar draw ring level, pressing plate spiral is inserted through shaped steel, is set in PVC sleeve pipe, shaped steel and floor is fixed, fill in hard-wood wedge in the gap of follower bolt and shaped steel, then turn over girder construction outrigger bearing of encorbelmenting on and fixedly complete.
After adopting said structure, the utility model beneficial effect is: it with the addition of shaped steel fixing support rack on the basis of original the shaped steel suspension scaffolding, solves the fixation problem of turning over beam overhanging type steel, and installing/dismounting is easy to operate, supporting frame firm stable; The design of floor pre-buried PVC sleeve pipe makes between pressing plate spiral and floor contactless, and follower bolt can reuse, and has saved cost.
Accompanying drawing explanation
Fig. 1 is scheme of installation of the present utility model.
Description of reference numerals:
1, U-shaped reinforcing bar draw ring; 2, shaped steel; 3, follower bolt; 4, shaped steel fixing support rack; 5, PVC sleeve pipe; 6, hard-wood wedge.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is further described.
Referring to as shown in Figure 1, the technical scheme that this detailed description of the invention adopts is: it comprises U-shaped reinforcing bar draw ring 1, shaped steel 2, follower bolt 3, shaped steel fixing support rack 4, PVC sleeve pipe 5, hard-wood wedge 6; U-shaped reinforcing bar draw ring 1 is embedded in and turns on beam, shaped steel fixing support rack 4 is arranged on above floor, the height of shaped steel fixing support rack 4 with on to turn over depth of beam identical, PVC sleeve pipe 5 is embedded on floor, shaped steel 2 is set up on shaped steel fixing support rack 4 through U-shaped reinforcing bar draw ring 1 level, pressing plate spiral 3 is inserted through shaped steel 2, is set in PVC sleeve pipe 5, shaped steel 2 and floor is fixed; Hard-wood wedge 6 plug is located between follower bolt 3 and shaped steel 2.
The steel pipe that described shaped steel fixing support rack 4 is 48mm by diameter is formed.
The fixing means of this detailed description of the invention is: be embedded with U-shaped reinforcing bar draw ring 1 upper turning on beam, floor is embedded with PVC sleeve pipe 5, the shaped steel fixing support rack 4 identical with above turning over depth of beam is arranged on floor, shaped steel 2 is arranged on shaped steel fixing support rack 4 through U-shaped reinforcing bar draw ring 1 level, follower bolt 3 is inserted through shaped steel 2, be set in PVC sleeve pipe 5, shaped steel 2 and floor are fixed, fill in hard-wood wedge 6 in follower bolt 3 and the gap of shaped steel 2, then turn over girder construction outrigger bearing of encorbelmenting on and fixedly complete.
After adopting said structure, the beneficial effect of this detailed description of the invention is: it with the addition of shaped steel fixing support rack on the basis of original the shaped steel suspension scaffolding, solve the fixation problem of turning over beam overhanging type steel, installing/dismounting be easy to operate, supporting frame firm stable; The design of floor pre-buried PVC sleeve pipe makes between pressing plate spiral and floor contactless, and follower bolt can reuse, and has saved cost.
The above, only unrestricted for illustration of the technical solution of the utility model, other amendment that those of ordinary skill in the art make the technical solution of the utility model or equivalently to replace, only otherwise depart from the spirit and scope of technical solutions of the utility model, all should be encompassed in the middle of right of the present utility model.
Claims (2)
1. turn over a girder construction outrigger bearing of encorbelmenting on, it is characterized in that: it comprises U-shaped reinforcing bar draw ring (1), shaped steel (2), follower bolt (3), shaped steel fixing support rack (4), PVC sleeve pipe (5), hard-wood wedge (6); U-shaped reinforcing bar draw ring (1) is embedded in and turns on beam, shaped steel fixing support rack (4) is arranged on above floor, the height of shaped steel shaped steel fixing support rack (4) with on to turn over depth of beam identical, PVC sleeve pipe (5) is embedded on floor, shaped steel (2) is set up on shaped steel fixing support rack (4) through U-shaped reinforcing bar draw ring (1) level, pressing plate spiral (3) is inserted through shaped steel (2), be set in PVC sleeve pipe (5), shaped steel (2) and floor are fixed; Hard-wood wedge (6) plug is located between follower bolt (3) and shaped steel (2).
2. one according to claim 1 is turned over girder construction outrigger bearing of encorbelmenting, it is characterized in that described shaped steel fixing support rack (4) is made up of the steel pipe of diameter 48mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520649789.3U CN204876525U (en) | 2015-08-27 | 2015-08-27 | On turn over girder construction with outrigger support of encorbelmenting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520649789.3U CN204876525U (en) | 2015-08-27 | 2015-08-27 | On turn over girder construction with outrigger support of encorbelmenting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204876525U true CN204876525U (en) | 2015-12-16 |
Family
ID=54820916
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520649789.3U Expired - Fee Related CN204876525U (en) | 2015-08-27 | 2015-08-27 | On turn over girder construction with outrigger support of encorbelmenting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204876525U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926857A (en) * | 2016-05-10 | 2016-09-07 | 江苏东晟新诚建设集团有限公司 | Prefabricated pier and application of prefabricated pier to high-rise reversed beam overhanging scaffold construction |
| CN106760460A (en) * | 2016-12-07 | 2017-05-31 | 中国建筑第八工程局有限公司 | Suspension scaffold and its installation method for setting up scaffold in prefabricated construction |
| CN110629996A (en) * | 2019-09-30 | 2019-12-31 | 杭州昂创科技有限公司 | Construction method of profile steel cantilever through-wall-free heightening and anchoring support system |
-
2015
- 2015-08-27 CN CN201520649789.3U patent/CN204876525U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926857A (en) * | 2016-05-10 | 2016-09-07 | 江苏东晟新诚建设集团有限公司 | Prefabricated pier and application of prefabricated pier to high-rise reversed beam overhanging scaffold construction |
| CN106760460A (en) * | 2016-12-07 | 2017-05-31 | 中国建筑第八工程局有限公司 | Suspension scaffold and its installation method for setting up scaffold in prefabricated construction |
| CN110629996A (en) * | 2019-09-30 | 2019-12-31 | 杭州昂创科技有限公司 | Construction method of profile steel cantilever through-wall-free heightening and anchoring support system |
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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: 20151216 Termination date: 20210827 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |