CN203654703U - Lifting platform for erecting shear wall module in elevator shaft - Google Patents
Lifting platform for erecting shear wall module in elevator shaft Download PDFInfo
- Publication number
- CN203654703U CN203654703U CN201320809678.5U CN201320809678U CN203654703U CN 203654703 U CN203654703 U CN 203654703U CN 201320809678 U CN201320809678 U CN 201320809678U CN 203654703 U CN203654703 U CN 203654703U
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- China
- Prior art keywords
- shear wall
- elevator shaft
- wall module
- platform
- lifting platform
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Abstract
The utility model discloses a lifting platform for erecting a shear wall module in an elevator shaft. The lifting platform for erecting the shear wall module in the elevator shaft comprises a work platform and two lifting trusses. The two lifting trusses are vertically fixed at the center of the work platform, and a gap exists between the lifting trusses. Due to the fact that the lifting platform for erecting the shear wall module in the elevator shaft is fixed in the elevator shaft, a builder can stand on the work platform to erect shear wall module components, the shear wall module components can be erected from bottom to top in a segmented mode according to the requirements, after the pouring of a lower segmentation shear wall module component is completed, the lifting platform for erecting the shear wall module in the elevator shaft is lifted by force, the whole device moves in the center line direction of the two lifting trusses, an upper segmentation shear wall module component is erected and the pouring is completed. The lifting platform for erecting the shear wall module in the elevator shaft has the advantages of being simple in structure, convenient to disassemble and assemble, convenient to conduct, and capable of completing the conduction of pouring the shear wall in a segmented mode according to the requirements.
Description
Technical field
The utility model relates to and in a kind of elevator shaft, sets up shear wall mould lifting platform.
Background technology
Before elevator shaft lift-mounting in building, need to build shear wall structure at the wall of elevator shaft, build before shear wall to set up, and the die assembly of fixing shear wall, conventionally while completing above-mentioned steps, complete by erecting scaffold in elevator shaft, but in construction of lift well, due to limitations, the interior scaffold of in addition setting up in a large number and a large amount of templates of setting up, caused great inconvenience to site operation, and construction safety can not get guarantee, financial resources, material resources waste are seriously.
Utility model content
Technical problem to be solved in the utility model is to provide in a kind of elevator shaft of simple in structure, easy accessibility and sets up shear wall mould lifting platform.
For solving the problems of the technologies described above, the utility model provides and in a kind of elevator shaft, has set up shear wall mould lifting platform, it comprises working platform and two boist truss, and two boist truss are vertically fixed on working platform center, and gapped between boist truss.
Adopt after such structure, in this elevator shaft, setting up shear wall mould lifting platform is fixed in elevator shaft, constructor may stand in the die assembly that sets up shear wall on working platform, and the die assembly of shear wall is set up in segmentation from bottom to top as required, after the die assembly of the shear wall of hypomere completes and builds, promote and in this elevator shaft, set up shear wall mould lifting platform by external force, whole device is moved up along the centerline direction of two boist truss, set up the die assembly of section shear wall and complete and build.
Useful technique effect of the present utility model: simple in structure, easy accessibility, constructability, and also segmentation completes and builds shear wall construction as required.
In order better to understand technology contents of the present utility model, below will in this elevator shaft, set up shear wall mould lifting platform referred to as this platform.
The working platform downside of this platform is fixedly connected with the base of frame construction; Adopt after such structure, the base of frame construction can reach the object of support working platform, and facilitates this platform to be fixed in elevator shaft.
The base side wall of this platform is fixed with the force rod of level; Adopt after such structure, can on elevator shaft sidewall, be preset with fixed pin holes, this platform is vertically put into elevator shaft, slow decreasing, in the time that force rod moves to fixed pin holes top position, steady pin is arranged in fixed pin holes, this platform continues to decline, and force rod is supported on steady pin, reach the object of fixing this platform.
On the boist truss of this platform, there are some locating holes that coordinate with flower basket bolt; Adopt after such structure, while setting up the die assembly of shear wall, one end of flower basket bolt is coordinated with the die assembly of shear wall, the other end of flower basket bolt coordinates with the locating hole on boist truss, regulate flower basket bolt, can finely tune verticality, levelness, the planeness of setting up shear wall die assembly.
Brief description of the drawings
Fig. 1 is the front view of this platform embodiment.
Fig. 2 is the left view of Fig. 1.
Fig. 3 is the top view of Fig. 1.
Detailed description of the invention
As shown in Figures 1 to 3
This platform comprises working platform 1 and two boist truss 2.
On working platform 1, be vertically provided with two boist truss 2, the lower end of two boist truss 2 is welded on respectively service aisle 11 both sides of working platform 1, between two boist truss 2 gapped 22, the upper end of two truss connects by two connecting rods 21, several locating hole (not shown)s that coordinate with flower basket bolt that are distributed with on vertical direction on each boist truss 2.
When use, on elevator shaft sidewall, be preset with fixed pin holes, build at elevator shaft below the construction location of shear wall the position of fixed pin holes, again by this platform vertically slow decreasing to elevator shaft, in the time that force rod 13 moves to fixed pin holes top position, this platform stops declining, constructor enters in work chamber 14 through the service aisle 11 of working platform 1, and steady pin is installed in fixed pin holes, this platform continues to decline, and steady pin is supported on force rod 13, reach the object of fixing this platform.
After this platform is fixing, constructor may stand in the die assembly that sets up shear wall on working platform 1, the die assembly of shear wall is set up in segmentation from bottom to top as required, die assembly and boist truss 2 by shear wall coordinate with flower basket bolt respectively, the die assembly of shear wall is supported on to truss surrounding by flower basket bolt, reserved fixed pin holes on lower section shear wall, the shear wall of hypomere has been built.
Then, remove the die assembly of lower section shear wall, set up the steel I-beam that supports use at elevator shaft upside, the steel I-beam just in time gap 22 through two boist truss 2 is set up on hoistway wall concrete, and steel I-beam downside is fixed with small-sized crane;
Four jiaos in work chamber 14 arrange suspension ring, with two root steel wire penetrating suspension ring, and steel cable termina is locked with several U-shaped buckle, fasten on two wire rope in work chamber 14 with the electric block hoisting wirerope on steel I-beam, starting minor crane vertically slowly promotes working platform 1, upwards promoting 20 centimeters of places stops, constructor enters work chamber 14, the steady pin being fixed on elevator shaft sidewall is taken out, at startup minor crane, working platform 1 is vertically slowly promoted to elevator shaft epimere, when rising to applicable position, plugs on this platform steady pin, can set up the die assembly of the shear wall of elevator shaft epimere, the shear wall that extremely finally completes elevator shaft epimere is built.
What above-mentioned small-sized crane facility adopted is commercially available electric block.
Above-described is only a kind of embodiment of the present utility model; it should be pointed out that for the person of ordinary skill of the art, do not departing under the prerequisite of the utility model principle; can also make some modification and improvement, these also should be considered as belonging to protection domain of the present utility model.
Claims (4)
1. in elevator shaft, set up a shear wall mould lifting platform, it is characterized in that: it comprises working platform and two boist truss, and two boist truss are vertically fixed on working platform center, and gapped between boist truss.
2. in elevator shaft according to claim 1, set up shear wall mould lifting platform, it is characterized in that: described working platform downside is fixedly connected with the base of frame construction.
3. in elevator shaft according to claim 2, set up shear wall mould lifting platform, it is characterized in that: described base side wall is fixed with the force rod of level.
4. in elevator shaft according to claim 1, set up shear wall mould lifting platform, it is characterized in that: on described boist truss, have some locating holes that coordinate with flower basket bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320809678.5U CN203654703U (en) | 2013-12-07 | 2013-12-07 | Lifting platform for erecting shear wall module in elevator shaft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320809678.5U CN203654703U (en) | 2013-12-07 | 2013-12-07 | Lifting platform for erecting shear wall module in elevator shaft |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203654703U true CN203654703U (en) | 2014-06-18 |
Family
ID=50921107
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320809678.5U Withdrawn - After Issue CN203654703U (en) | 2013-12-07 | 2013-12-07 | Lifting platform for erecting shear wall module in elevator shaft |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203654703U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103615104A (en) * | 2013-12-07 | 2014-03-05 | 安徽水利开发股份有限公司 | Lifting platform for arranging shear wall mold in elevator shaft in erected mode |
| CN117627342A (en) * | 2024-01-26 | 2024-03-01 | 山西一建集团有限公司 | Chimney lining construction mold turning inner formwork construction platform and construction method |
-
2013
- 2013-12-07 CN CN201320809678.5U patent/CN203654703U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103615104A (en) * | 2013-12-07 | 2014-03-05 | 安徽水利开发股份有限公司 | Lifting platform for arranging shear wall mold in elevator shaft in erected mode |
| CN103615104B (en) * | 2013-12-07 | 2016-04-06 | 安徽水利开发股份有限公司 | Erection shear wall mould lifting platform in elevator shaft |
| CN117627342A (en) * | 2024-01-26 | 2024-03-01 | 山西一建集团有限公司 | Chimney lining construction mold turning inner formwork construction platform and construction method |
| CN117627342B (en) * | 2024-01-26 | 2024-04-19 | 山西一建集团有限公司 | Chimney lining construction mold turning inner formwork construction platform and construction method |
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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 |
Granted publication date: 20140618 Effective date of abandoning: 20160406 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |