CN202611217U - Operation platform for elevator shaft construction - Google Patents
Operation platform for elevator shaft construction Download PDFInfo
- Publication number
- CN202611217U CN202611217U CN 201220248586 CN201220248586U CN202611217U CN 202611217 U CN202611217 U CN 202611217U CN 201220248586 CN201220248586 CN 201220248586 CN 201220248586 U CN201220248586 U CN 201220248586U CN 202611217 U CN202611217 U CN 202611217U
- Authority
- CN
- China
- Prior art keywords
- elevator shaft
- template
- construction
- top plate
- bottom plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Abstract
The utility model discloses an operation platform for elevator shaft construction. The platform comprises a bottom plate and a top plate which are fixedly connected through a latticed column, the distance between the bottom plate and the top plate is equal to the height of a template, a plurality of lifting rings connected with a tower crane are arranged on the top plate, and the bottom of the bottom plate is supported in the elevator shaft through a plurality of steel columns fixed on walls around the elevator shaft. According to the operation platform, an elevator shaft wall template is construed on the bottom plate and the top plate simultaneously and erected between the bottom plate and the top plate, therefore the template is lifted to a higher level together with the operation platform when a die is backed, repeated transportation of the template is avoided, the construction is facilitated, the safety performance is improved, the construction period is saved, the cost is decreased, and the benefit is increased.
Description
Technical field
The utility model relates to the building facilities field, especially a kind of super highrise building construction of lift well operating platform.
Background technology
The structure of super highrise building elevator shaft, piping shaft utilizes i iron or channel-section steel to set up the construction of individual layer follow-up operating platform by conventional way, every completion one deck structure construction, and template all will hang out, hang in once, repeats recruitment, and efficient is low.Therefore find out a kind of security performance that can improve super highrise building construction of lift well operating platform, the method that can let large form once lift again to put in place with the use of saving tower crane, avoid the repetition recruitment, improves effect is necessary.
The utility model content
The utility model technical problem to be solved provides a kind ofly can be let template once lift to put in place with the use of saving tower crane, avoid the repetition recruitment, improve the construction of lift well operating platform of efficiency of construction.
For realizing above-mentioned technique effect; The utility model discloses a kind of construction of lift well operating platform and comprise a base plate and a top board; Affixed between said base plate and the said top board through lattice column; At a distance of the distance of a template height, said top board is provided with the suspension ring that plural number connects tower crane between said base plate and the said top board.
The utility model further improves and is, said base is fixed in through plural number that the steel column of body of wall is supported in the said elevator shaft around the elevator shaft.
The utility model has been owing to adopted above technical scheme, makes it have following beneficial effect to be: while construction elevator well wall form on said base plate and said top board, with template erection between said base plate and said top board; Template overall increases to last layer with said operating platform when moving back mould; Avoid template to repeat allocation and transportation, convenient construction improves security performance; Practice thrift the duration, and reached the purpose of cost efficiency.
Description of drawings
Fig. 1 is the structural representation of the utility model construction of lift well operating platform.
The specific embodiment
Below in conjunction with the accompanying drawing and the specific embodiment the utility model is done further detailed explanation.
Consult shown in Figure 1ly, the construction of lift well operating platform 1 of the utility model comprises a base plate 10 and a top board 11, and is affixed through lattice column 14 between base plate 10 and the top board 11, a template height apart between base plate 10 and the top board 11.Base plate 10 is installed, is reinforced operating platform as template and processed by i iron and channel-section steel; Structure is firm; Base plate 10 bottoms are fixed in through plural number that the steel column 21 of body of wall 2 is supported in the elevator shaft around the elevator shaft, and steel column 21 is fixed in body of wall 2 through the preformed hole that inserts on the body of wall 2.Top board 11 is as the horizontal support of reinforcing bar binding platform template when moving back mould, and top board 11 is provided with the suspension ring 13 that plural number connects tower crane.
When specifically using the utility model construction of lift well operating platform; As shown in Figure 1; 10 bottom absolute altitudes are in around the elevator shaft body of wall 2 and reserve eight ¢ 50 preformed holes in the bottom, promote and insert preformed holes as operating platform 1 bottom support, construction and installation template 12 on base plate 10 and top board 11 with ¢ 42 steel columns 21 template 12 and operating platform 1 are whole with tower crane; Fluid concrete after template 12 installation colligations finish; One deck wall construction accomplish back stripping 12 and again tilting rack be located between base plate 10 and the top board 11, with tower crane template 12 and operating platform 1 are overall increased to the last layer elevator shaft and construct, until binding.
More than combine accompanying drawing embodiment that the utility model is specified, those skilled in the art can make the many variations example to the utility model according to above-mentioned explanation.Thereby some details among the embodiment should not constitute the qualification to the utility model, and the scope that the utility model will define with appended claims is as the protection domain of the utility model.
Claims (2)
1. construction of lift well operating platform; It is characterized in that: said operating platform comprises a base plate and a top board; Affixed between said base plate and the said top board through lattice column; At a distance of the distance of a template height, said top board is provided with the suspension ring that plural number connects tower crane between said base plate and the said top board.
2. construction of lift well operating platform as claimed in claim 1 is characterized in that: said base is fixed in through plural number that the steel column of body of wall is supported in the said elevator shaft around the elevator shaft.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220248586 CN202611217U (en) | 2012-05-30 | 2012-05-30 | Operation platform for elevator shaft construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220248586 CN202611217U (en) | 2012-05-30 | 2012-05-30 | Operation platform for elevator shaft construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202611217U true CN202611217U (en) | 2012-12-19 |
Family
ID=47344927
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201220248586 Expired - Fee Related CN202611217U (en) | 2012-05-30 | 2012-05-30 | Operation platform for elevator shaft construction |
Country Status (1)
Country | Link |
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CN (1) | CN202611217U (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 |
CN105715061A (en) * | 2014-12-02 | 2016-06-29 | 中国核工业二四建设有限公司 | Safe isolation platform for vertical shaft |
-
2012
- 2012-05-30 CN CN 201220248586 patent/CN202611217U/en not_active Expired - Fee Related
Cited By (3)
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 |
CN105715061A (en) * | 2014-12-02 | 2016-06-29 | 中国核工业二四建设有限公司 | Safe isolation platform for vertical shaft |
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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: 20121219 Termination date: 20190530 |
|
CF01 | Termination of patent right due to non-payment of annual fee |