CN203475801U - Telescopic steel platform for elevator shaft - Google Patents
Telescopic steel platform for elevator shaft Download PDFInfo
- Publication number
- CN203475801U CN203475801U CN201320836912.3U CN201320836912U CN203475801U CN 203475801 U CN203475801 U CN 203475801U CN 201320836912 U CN201320836912 U CN 201320836912U CN 203475801 U CN203475801 U CN 203475801U
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- steel
- steel pipe
- girder
- platform
- elevator shaft
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Abstract
The utility model relates to an elevator shaft construction platform, in particular to a telescopic steel platform for an elevator shaft. The telescopic steel platform comprises rectangular steel pipe girders, secondary steel beams and a control console. Two parallel steel pipe girders are arranged, a rectangular frame is formed by connecting the secondary steel beams and the steel pipe girders, and the two ends of each steel pipe girder are both provided with hanging rings. The two ends of each steel pipe girder are respectively provided with two locating holes, and the locating holes are arranged in the length direction of the steel pipe girders. The two ends of each steel pipe girder are both provided with main steel beams arranged in the steel pipe girders in a sleeved mode, the inserting ends of the main steel beams are provided with a plurality of fixing holes matched with the locating holes, and the steel pipe girders and the main steel beams are connected through bolts and plug pins. Connecting pieces are arranged between the steel pipe girders and between the secondary steel beams, and the control console is arranged on the rectangular frame. The telescopic steel platform can be lifted through a tower crane, so a large number of building materials will not be used, and the occurrence probability of safety accidents is reduced.
Description
Technical field
The utility model relates to a kind of elevator hoistway construction platform, is specifically related to a kind of telescopic steel platform for elevator shaft.
Background technology
Along with the development of builing industry, highrise building is also more and more, and the elevator shaft of highrise building has narrow space, highly large and without working platform, so want erection construction platform during constructing operation.
Traditional form of construction work is to prick in elevator shaft to establish full hall support scaffolding, and vertical rod adopts overlapping mode to rise with elevator hoistways construction, and connects continuously cross shear support is set to top the end of from, and on scaffold the steel platform of erection construction.The shortcoming that existing steel platform exists is: taken the constructional materialss such as a large amount of frame pipes, buckle and construction inconvenience 1.; 2. support body is set up highlyer, is prone to upper and lower vertical rod out of plumb, and drawknot and shore unstablely easily caves in, falling accident.
Utility model content
The defect existing for above-mentioned prior art, the purpose of this utility model is to provide a kind of telescopic steel platform for elevator shaft, and this steel platform can promote with tower crane, so can not take a large amount of constructional materialss, meanwhile, has reduced the probability that security incident occurs.
For achieving the above object, the technical solution of the utility model is: for the telescopic steel platform of elevator shaft, comprise the steel pipe girder of rectangle, inferior girder steel and operating desk, wherein, be provided with two parallel steel pipe girders, inferior girder steel and steel pipe girder connect and compose the framework of rectangle, and steel pipe girder two ends are equipped with suspension ring; Described steel pipe girder two ends are respectively equipped with two locating holes, described locating hole arranges along steel pipe girder length direction, in being equipped with, described steel pipe girder two ends are placed on main girder steel wherein, described main girder steel insertion end is provided with several fixing holes that coordinates locating hole, and steel pipe girder is connected with latch by bolt with main girder steel; Between steel pipe girder, be provided with connector between inferior girder steel, described operating desk is located on framework.
While adopting technique scheme, in main girder steel, be placed on steel pipe girder, steel pipe girder two ends are respectively equipped with two locating holes, and main girder steel insertion end is provided with several fixing holes that coordinates locating hole, and be connected with latch by bolt, so be arranged at the main girder steel at steel pipe girder two ends, can stretch; When steel platform is installed, the main girder steel at steel pipe girder two ends is stretched out, and be connected with latch by bolt, main girder steel is erected on the floor of elevator shaft both sides, and main girder steel one end is stretched in the reserved hole of shear wall; In the time of need to carrying lift steel platform, first with tower crane, at the suspension ring of steel pipe girder, apply pulling force, by the main girder steel income at steel pipe girder two ends, and fix by bolt and latch, then whole steel platform is upwards promoted, be mounted to the construction location of top.The utility model can promote, so set up operating platform without using a large amount of constructional materialss, and be erected on the floor of elevator shaft both sides by four main girder steels, and one end stretches in the reserved hole of shear wall, stressed even and simple in structure, avoided support body to set up the stressed unstable security incident causing of higher existence.
Further, described main girder steel insertion end is provided with three fixing holes, and two fixing holes of three fixing holes and main girder steel, just can meet the operation that main girder steel stretches out and takes in.
Further, described operating desk is to be positioned at the upper and lower two-layer gauze wire cloth of framework, and upper strata protective screening is used for preventing construction material, and lower floor's gauze wire cloth can play protective action.
Further, described operating desk is the steel plate being welded on framework, at steel plate, as operating desk, can place more construction material.
Further, the surrounding of described framework is provided with protective screening, and the construction article that can effectively avoid being positioned on operating desk drop, and causes security incident.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail:
Fig. 1 is that the utility model is for the visible structural representation of telescopic steel platform embodiment connector of elevator shaft;
Fig. 2 is that the utility model is for the structural representation of the telescopic steel platform embodiment of elevator shaft;
Fig. 3 is the local enlarged diagram of steel pipe girder and main girder steel junction in Fig. 2;
Fig. 4 is that the utility model is for the structural representation of the telescopic steel platform embodiment steel pipe girder of elevator shaft;
Fig. 5 is that the utility model is for the structural representation of the main girder steel of telescopic steel platform embodiment of elevator shaft.
The specific embodiment
As illustrated in fig. 1 and 2, a kind of telescopic steel platform for elevator shaft, comprises steel pipe girder 1, inferior girder steel 3 and operating desk, wherein, is provided with two parallel steel pipe girders 1, and inferior girder steel 3 welds with steel pipe girder 1 framework that forms rectangle; As shown in Figure 4, steel pipe girder 1 two ends are respectively equipped with two locating holes 11, locating hole 11 is along the 1 length direction setting of steel pipe girder, in being equipped with, steel pipe girder 1 two ends are placed on the main girder steel 2 of steel pipe girder 1, as shown in Figure 5, main girder steel 2 insertion ends are provided with the fixing hole 21 of three cooperation locating holes 11, in three fixing holes 21, two adjacent fixing hole 21 spacing equate with two locating hole 11 spacing, as shown in Figure 3, steel pipe girder 1 is connected with latch 7 by bolt 5 with main girder steel 2, and bolt 5 runs through locating hole 11 and fixing hole 21, and locks by latch 7; Between steel pipe girder 1, be provided with connector 6 between inferior girder steel 3, operating desk is to be welded in the upper and lower two-layer gauze wire cloth 4 of framework.
Specific works flow process:
As shown in Figure 1, in main girder steel 2, be placed on steel pipe girder 1, steel pipe girder 1 two ends are respectively equipped with two locating holes 11, and main girder steel 2 insertion ends are provided with the fixing hole 21 of three cooperation locating holes 11, and be connected with latch 7 by bolt 5, so be arranged at the main girder steel 2 at steel pipe girder 1 two ends, can stretch; When steel platform is installed, now steel platform is assembled, then utilize tower crane that the suspension ring of steel pipe girder 18 are upwards sling, winch to after predetermined construction location, the main girder steel 2 at steel pipe girder 1 two ends is stretched out, and be erected on the floor of elevator shaft both sides, main girder steel 2 one end are stretched in the reserved hole of shear wall, main girder steel 2 coordinates with two locating holes 11 near two fixing holes 21 of end, and by bolt 5, is fixedly connected with latch 7 respectively; In the time of need to carrying lift steel platform, first with tower crane, four suspension ring 8 on both sides steel pipe girder 1 are sling, by the main girder steel at steel pipe girder 1 two ends 2 incomes, two fixing holes 21 of main girder steel 2 distal portion coordinate with two locating holes 11, and fixing by bolt 5 and latch 7 respectively, then whole steel platform is upwards promoted to a upper construction location, and according to above-mentioned same method, the main girder steel 2 at steel pipe girder 1 two ends is stretched out, main girder steel 2 is erected on the floor of elevator shaft both sides, and main girder steel 2 one end are stretched in the reserved hole of shear wall.
Above-described is only preferred embodiment of the present utility model; should be understood that; for a person skilled in the art; do not departing under the prerequisite of the utility model structure; can also make some distortion and improvement; these also should be considered as protection domain of the present utility model, and these can not affect effect and practical applicability that the utility model is implemented.
Claims (5)
1. for the telescopic steel platform of elevator shaft, comprise the steel pipe girder of rectangle, inferior girder steel and operating desk, it is characterized in that, be provided with two parallel steel pipe girders, described girder steel and steel pipe girder connect and compose the framework of rectangle, and steel pipe girder two ends are equipped with suspension ring; Described steel pipe girder two ends are respectively equipped with two locating holes, described locating hole arranges along steel pipe girder length direction, in being equipped with, described steel pipe girder two ends are placed on main girder steel wherein, described main girder steel insertion end is provided with several fixing holes that coordinates locating hole, and steel pipe girder is connected with latch by bolt with main girder steel; Between steel pipe girder, be provided with connector between inferior girder steel, described operating desk is located on framework.
2. the telescopic steel platform for elevator shaft according to claim 1, is characterized in that, described main girder steel insertion end is provided with three fixing holes.
3. the telescopic steel platform for elevator shaft according to claim 1, is characterized in that, described operating desk is to be arranged at the upper and lower two-layer gauze wire cloth of framework.
4. the telescopic steel platform for elevator shaft according to claim 1, is characterized in that, described operating desk is the steel plate being welded on framework.
5. the telescopic steel platform for elevator shaft according to claim 1, is characterized in that, the surrounding of described framework is provided with protective screening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320836912.3U CN203475801U (en) | 2013-12-18 | 2013-12-18 | Telescopic steel platform for elevator shaft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320836912.3U CN203475801U (en) | 2013-12-18 | 2013-12-18 | Telescopic steel platform for elevator shaft |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203475801U true CN203475801U (en) | 2014-03-12 |
Family
ID=50224155
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320836912.3U Expired - Fee Related CN203475801U (en) | 2013-12-18 | 2013-12-18 | Telescopic steel platform for elevator shaft |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203475801U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938843A (en) * | 2014-04-10 | 2014-07-23 | 重庆渝发建设有限公司 | Telescopic steel platform used for elevator shaft |
| CN105256989A (en) * | 2015-10-27 | 2016-01-20 | 山西省第三建筑工程公司 | Elevator shaft civil construction movable platform |
| CN105952129A (en) * | 2016-06-20 | 2016-09-21 | 中国建筑第二工程局有限公司 | Elevator shaft combined type integral lifting operation platform and construction method thereof |
-
2013
- 2013-12-18 CN CN201320836912.3U patent/CN203475801U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938843A (en) * | 2014-04-10 | 2014-07-23 | 重庆渝发建设有限公司 | Telescopic steel platform used for elevator shaft |
| CN105256989A (en) * | 2015-10-27 | 2016-01-20 | 山西省第三建筑工程公司 | Elevator shaft civil construction movable platform |
| CN105952129A (en) * | 2016-06-20 | 2016-09-21 | 中国建筑第二工程局有限公司 | Elevator shaft combined type integral lifting operation platform and construction method thereof |
| CN105952129B (en) * | 2016-06-20 | 2018-09-28 | 中国建筑第二工程局有限公司 | Elevator shaft combined type integral lifting operation platform and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140312 Termination date: 20161218 |