CN202658868U - Operating platform for super-high elevator shaft - Google Patents
Operating platform for super-high elevator shaft Download PDFInfo
- Publication number
- CN202658868U CN202658868U CN 201220339786 CN201220339786U CN202658868U CN 202658868 U CN202658868 U CN 202658868U CN 201220339786 CN201220339786 CN 201220339786 CN 201220339786 U CN201220339786 U CN 201220339786U CN 202658868 U CN202658868 U CN 202658868U
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- CN
- China
- Prior art keywords
- operating platform
- elevator shaft
- rods
- supporting seat
- super
- 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
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Abstract
The utility model discloses an operating platform for a super-high elevator shaft. The operating platform comprises a support base, the support base is composed of at least two transverse rods and at least two longitudinal rods, the transverse rods and the longitudinal rods are mutually perpendicular and fixed to form the support base, supporting rods are arranged below the end portions of the longitudinal rods, the supporting rods and the longitudinal rods are located on the same vertical surface to form an included angle of 15 degrees to 45 degrees, a long rod is fixed above the support base, and the long rod is parallel to the supporting rods below the longitudinal rods. The operating platform for the super-high elevator shaft has the advantages that the operating platform can be used in a turnover mode in each floor, materials of steel pipes, buckling parts and the like are saved, the operating platform is convenient to erect and install, the labor cost is reduced, the operating platform is stable and reliable, the safety protection is complete, the safety of operating staffs is facilitated, holes are not required to be reserved, and the operating platform has no damage to the structure.
Description
Technical field
The utility model belongs to the Facilities field, particularly a kind of Super High elevator shaft operating platform.
Background technology
In the high-building construction process, the fall arrest of high-rise building elevator shaft is important checkpoint and the control point of safety management in the building operations.How guaranteeing the safe, economic of construction of elevator shaft in high-rise building, is a quite great technical barrier.Construction is to set up from the end to the top with steel pipe scaffold in the elevator hoistways of general highrise building, and the constructor stands in and carries out the construction of lift well operation on the scaffold, centre wire rope off-load, and general per 5 layers of off-load are once.The shortcoming of the method is:
(1) owing to the mechanics bearing capacity of steel pipe self, when the support body height surpassed 50m, support body stability was insecure, and certain potential safety hazard is arranged;
(2) generally the construction period of highrise building is longer, and steel pipe adopts lease more, and the holding time of tube material is longer, and the rent of steel pipe is larger, is unfavorable for the saving of engineering cost;
(3) it is cumbersome to set up scaffold, expends time in, and has virtually prolonged the duration.
Summary of the invention
It is long that the purpose of this utility model is to solve the construction period that exists in the prior art, expends time in, and have the problem of certain potential safety hazard, and a kind of safe, economic Super High elevator shaft operating platform is provided.
For this reason, the utility model adopt technical scheme be: Super High elevator shaft operating platform is characterized in that: it comprises a supporting seat, and supporting seat is by at least two cross bars and at least two vertical poles are orthogonal fixedly forms; Below, vertical pole end has support bar, and support bar and vertical pole are on the same vertical plane, and form 15
0-45
0Angle; The top of supporting seat is fixed with stock, and stock is parallel to the support bar of vertical pole below.
The further improvement that the utility model is done is: also be fixed with suspension ring on the described supporting seat.
The further improvement that the utility model is done is: described Super High elevator shaft operating platform also comprises extension rod, is connected by fastener with stock, sets up support.
During use, the supporting seat lower end is supported on the floor at lower floor elevator door opening place, and the upper end is tiltedly according on the concrete board wall on door opening opposite.When stressed, there is the trend of downslide the supporting seat lower end, and the support bar on the supporting seat can stop the lower end of supporting seat to glide, and can prevent the sinking of operating platform.
The beneficial effect of Super High elevator shaft operating platform is: operating platform can use in every layer of turnover, saves the materials such as steel pipe, fastener; Set up easy for installationly, reduce labour cost; Solid and reliable, security protection puts in place, is conducive to operating personnel's safety; Do not need reserving hole, to structure without damage.
Description of drawings
Be described in further detail below in conjunction with accompanying drawing and embodiment of the present utility model.
Fig. 1 is the clamping support plan view;
Fig. 2 is Super High elevator shaft operating platform structure chart;
Fig. 3 is that supporting seat is connected drawing with support bar;
Fig. 4 is that supporting seat is connected drawing with suspension ring.
The specific embodiment
Referring to accompanying drawing.Super High elevator shaft operating platform comprises a supporting seat 1, and supporting seat 1 fixedly forms by at least two cross bars 11 and two vertical poles 12 are orthogonal at least; Below, vertical pole 12 ends has support bar 3, and support bar 3 is on the same vertical plane with vertical pole 12, and forms 15
0-45
0Angle; The top of supporting seat 1 is fixed with stock 2, and stock 2 is parallel to the support bar 3 of vertical pole 12 belows; Also be fixed with suspension ring 4 on the supporting seat 1; Super High elevator shaft operating platform also comprises extension rod 5, is connected by fastener 6 with stock 2, sets up support.
During use, supporting seat 1 lower end is supported on the floor at lower floor elevator door opening place, and the upper end is tiltedly according on the concrete board wall on door opening opposite.When stressed, there is the trend of downslide the lower end, and the support bar 3 on the supporting seat 1 can stop the lower end of supporting seat 1 to glide, and can prevent the sinking of operating platform.
Claims (3)
1. Super High elevator shaft operating platform, it is characterized in that: it comprises a supporting seat, supporting seat is by at least two cross bars and at least two vertical poles are orthogonal fixedly forms; Below, vertical pole end has support bar, and support bar and vertical pole are on the same vertical plane, and form 15
0-45
0Angle; The top of supporting seat is fixed with stock, and stock is parallel to the support bar of vertical pole below.
2. Super High elevator shaft operating platform as claimed in claim 1 is characterized in that: also be fixed with suspension ring on the supporting seat.
3. Super High elevator shaft operating platform as claimed in claim 1, it is characterized in that: it also comprises extension rod, is connected by fastener with stock, sets up support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220339786 CN202658868U (en) | 2012-07-13 | 2012-07-13 | Operating platform for super-high elevator shaft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220339786 CN202658868U (en) | 2012-07-13 | 2012-07-13 | Operating platform for super-high elevator shaft |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202658868U true CN202658868U (en) | 2013-01-09 |
Family
ID=47453782
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220339786 Expired - Fee Related CN202658868U (en) | 2012-07-13 | 2012-07-13 | Operating platform for super-high elevator shaft |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202658868U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102733587A (en) * | 2012-07-13 | 2012-10-17 | 浙江省长城建设集团股份有限公司 | Operating platform of high-rise elevator shaft |
-
2012
- 2012-07-13 CN CN 201220339786 patent/CN202658868U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102733587A (en) * | 2012-07-13 | 2012-10-17 | 浙江省长城建设集团股份有限公司 | Operating platform of high-rise elevator shaft |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 310016 Great Wall Building, No. 60 Leiting Road, Shangcheng District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang three Construction Group Co., Ltd. Address before: 310016 Great Wall Building, No. 60 Leiting Road, Qianjiang New Town, Hangzhou City, Zhejiang Province Patentee before: Zhejiang Changcheng Construction Group Co., Ltd. |
|
| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130109 Termination date: 20210713 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |