CN201851123U - Sinking platform for concreting vertical shaft - Google Patents
Sinking platform for concreting vertical shaft Download PDFInfo
- Publication number
- CN201851123U CN201851123U CN2010205783749U CN201020578374U CN201851123U CN 201851123 U CN201851123 U CN 201851123U CN 2010205783749 U CN2010205783749 U CN 2010205783749U CN 201020578374 U CN201020578374 U CN 201020578374U CN 201851123 U CN201851123 U CN 201851123U
- Authority
- CN
- China
- Prior art keywords
- platform
- concreting
- vertical shaft
- dish
- sinking
- 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 - Lifetime
Links
Images
Landscapes
- Movable Scaffolding (AREA)
Abstract
The utility model relates to a sinking platform for concreting a vertical shaft, which comprises an upper layer platform which has one to two layers and a lower layer platform, and is characterized in that: the lower layer platform can lift relative to the upper layer platform; and the lower layer platform comprises a panel, a wire rope and a miniature hoister; and the panel is hung below the upper layer platform through the wire rope by the miniature hoister. Compared with the prior art, the sinking platform for concreting the vertical shaft has the advantages that: a concreting operating platform which has simple structure, is easy to operate, and has high operating efficiency and good safety performance is provided for a user, so as to greatly shorten the assembling and disassembling time of the conventional operating platform; the lifting range of the lower layer platform is as high as 30m; the sinking platform does not need to be repeatedly lifted, so as to save the lifting and fixing time of the sinking platform and eliminate the potential safety hazard brought by the sinking platform. The sinking platform for concreting the vertical shaft is applicable to concreting construction of the vertical shaft, in particular to horsehead construction.
Description
Technical field
The utility model relates to vertical concreting hanging scaffold.
Background technology
Traditional vertical concreting lower floor's dish operations of adopting in three layers of hanging scaffold more, it is big, long in time limit to make three layers of dish cost, difficulty is installed, and three layers of hanging scaffold need lifting simultaneously in work progress, and mobile number of times is frequent, adjust repeatedly, fix, also be unfavorable for safety management work simultaneously.Whole hydraulic formwork concreting for generally adopting at present carries out concreting if set up operating platform at the hydraulic formwork top, and it is long to take, tear open the time, but favourable to safe construction; If directly utilize the simple and easy scaffold floor operation on hydraulic formwork top, simple and easy scaffold floor area is little, and operating personnel's moving range is limited, is unfavorable for safe construction, and danger coefficient is big.
Summary of the invention
The purpose of this utility model provides a kind of vertical concreting hanging scaffold, is used for concreting operating personnel's operating platform, and easy operating is increased work efficiency.
For achieving the above object, the utility model is achieved through the following technical solutions:
Vertical concreting hanging scaffold comprises that coil on the upper strata, lower floor's dish, the upper strata dish lifting relatively of its lower floor's dish, and described lower floor dish comprises card, wire rope, miniature elevator, under card is coiled on the upper strata by wire rope suspensioning by miniature elevator.
Described upper strata dish is 1～2 layer.
Compared with prior art, the utility model has the advantages that: for the operator provides a kind of simple in structure, easy operating, the concreting operating platform that two high efficiency and security performance are good, shortened greatly that traditional operating platform is built and the dismounting time, lower floor's dish range can reach 30 meters, without hanging scaffold lifting repeatedly, sinking stage's elevation and subsidence, set time have been saved, also eliminated simultaneously the potential safety hazard of bringing therefrom, the utility model is suitable for the vertical concrete pouring construction, is particularly useful for the construction of ingate.
Description of drawings
Fig. 1 is the utility model example structure schematic diagram.
Among the figure: miniature elevator 6 boreholes wall of the 1-upper strata dish 3-card 4-wire rope 5-of dish 2-lower floor
The specific embodiment
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described further:
See Fig. 1, it is the utility model vertical concreting hanging scaffold example structure schematic diagram, comprise two-layer upper strata dish 1, lower floor's dish 2, its lower floor's dish 2 coils 1 lifting in the upper strata relatively, range can reach 30 meters, and described lower floor dish 2 comprises card 3, wire rope 4, two miniature elevators 5, and card 3 is suspended in upper strata dish 1 time by miniature elevator 5 by wire rope 4, lower floor's dish 2 utilizes miniature elevator lifting, and two miniature elevators 5 adopt interlock and two kinds of control forms of single action to guarantee that card 3 is steady.
Hanging scaffold is according to the construction needs, and lifting is coiled 2 terminations with hanging scaffold lower floor and dropped on the hydraulic formwork upper, annular channel-section steel to the borehole wall 6 job step position desired heights, makes lower floor's dish 2 fixing.Card 3 adopts expanded metal lath to lay for preventing the blasting impact wave impact.
Claims (2)
1. vertical concreting hanging scaffold comprises that coil on the upper strata, lower floor's dish, it is characterized in that, and the upper strata dish lifting relatively of its lower floor's dish, described lower floor dish comprises card, wire rope, miniature elevator, under card is coiled on the upper strata by wire rope suspensioning by miniature elevator.
2. vertical concreting hanging scaffold according to claim 1 is characterized in that, described upper strata dish is 1～2 layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205783749U CN201851123U (en) | 2010-10-27 | 2010-10-27 | Sinking platform for concreting vertical shaft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205783749U CN201851123U (en) | 2010-10-27 | 2010-10-27 | Sinking platform for concreting vertical shaft |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201851123U true CN201851123U (en) | 2011-06-01 |
Family
ID=44093522
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205783749U Expired - Lifetime CN201851123U (en) | 2010-10-27 | 2010-10-27 | Sinking platform for concreting vertical shaft |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201851123U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102230380A (en) * | 2011-06-13 | 2011-11-02 | 徐州泰荣煤矿设备有限公司 | Wedge self-locking type stepping hanging scaffold |
| CN102287193A (en) * | 2011-08-18 | 2011-12-21 | 中煤矿山建设集团有限责任公司 | Special hanging scaffold for sleeve-building inner shaft wall in shaft sinking of vertical shaft |
| CN102562073A (en) * | 2012-01-11 | 2012-07-11 | 中国矿业大学 | A telescopic arm of a stepping suspension pan |
| CN103277104A (en) * | 2013-06-17 | 2013-09-04 | 中国矿业大学 | Sinking platform in-well hanging equipment and method |
-
2010
- 2010-10-27 CN CN2010205783749U patent/CN201851123U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102230380A (en) * | 2011-06-13 | 2011-11-02 | 徐州泰荣煤矿设备有限公司 | Wedge self-locking type stepping hanging scaffold |
| CN102230380B (en) * | 2011-06-13 | 2013-03-06 | 中国矿业大学 | Wedge self-locking type stepping hanging scaffold |
| CN102287193A (en) * | 2011-08-18 | 2011-12-21 | 中煤矿山建设集团有限责任公司 | Special hanging scaffold for sleeve-building inner shaft wall in shaft sinking of vertical shaft |
| CN102562073A (en) * | 2012-01-11 | 2012-07-11 | 中国矿业大学 | A telescopic arm of a stepping suspension pan |
| CN102562073B (en) * | 2012-01-11 | 2014-04-16 | 中国矿业大学 | Telescopic boom of walking hanging scaffold |
| CN103277104A (en) * | 2013-06-17 | 2013-09-04 | 中国矿业大学 | Sinking platform in-well hanging equipment and method |
| CN103277104B (en) * | 2013-06-17 | 2016-01-13 | 中国矿业大学 | Hanging equipment and method in sinking platform well |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102913248B (en) | The overall upset hanging template of wholecircle and formwork erection, release method | |
| CN106437130A (en) | Inner roof external climbing type formwork construction platform for super high-rise building construction | |
| CN201851123U (en) | Sinking platform for concreting vertical shaft | |
| CN105692470A (en) | Internal climbing tower crane and operating method thereof | |
| CN103352576A (en) | Externally expanding, assembling, converting and lifting method for medium/small span steel structure roof net rack | |
| CN102493666A (en) | High-altitude translation installation and construction method for super-large super-heavy member | |
| CN101818563B (en) | Jack-up integral lifting mobile platform and using method | |
| CN203159089U (en) | Telescopic lifting platform for tower crane in cylinder wall construction | |
| CN104989111A (en) | Construction method for steel structure high-rise hoisting | |
| CN101580214A (en) | Hydraulic lifting method for large-scale equipment | |
| CN203097281U (en) | Nuclear power station double-layer containment vessel hydraulic creeping formwork | |
| CN202441045U (en) | Rail-type electric attached lifting scaffold | |
| CN204253042U (en) | Vertical rail guide pit shaft hanging scaffold structure | |
| CN204983692U (en) | Concrete panel's hoist device | |
| CN107165421A (en) | A kind of construction method of concrete assembled building | |
| CN101660660A (en) | Novel installing method of gas cabinet | |
| CN208150862U (en) | A kind of lifting platform for the construction of large-scale deep shaft | |
| CN105804087A (en) | Installation method for steel structure below large deep foundation pit supporting beam | |
| CN115057373A (en) | A kind of installation and construction method of inner climbing tower crane | |
| CN103334592B (en) | Step-type sliding installation construction method for convex structure of high-rise building | |
| CN203499575U (en) | Hydraulic lifting derrick for petroleum drilling machine | |
| CN210763974U (en) | Be suitable for reverse construction method to get soil mouthful and pass suspension type electric hoist for material | |
| CN210975554U (en) | A pier positioning device for bridge construction | |
| CN208122299U (en) | A kind of concrete of crossing soars aloft beam from climbing monoblock type tub system | |
| CN203008347U (en) | Steel platform for elevator shaft construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110601 |