CN205348727U - A promote formula operation platform for in shaft - Google Patents
A promote formula operation platform for in shaft Download PDFInfo
- Publication number
- CN205348727U CN205348727U CN201521088439.0U CN201521088439U CN205348727U CN 205348727 U CN205348727 U CN 205348727U CN 201521088439 U CN201521088439 U CN 201521088439U CN 205348727 U CN205348727 U CN 205348727U
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- CN
- China
- Prior art keywords
- vertical shaft
- spandrel girder
- operating platform
- type operating
- base 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
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Abstract
The utility model discloses a promote formula operation platform for in shaft, the upper falsework who includes height equal with the structural layer, upper falsework sets up on the lower part is supported, the rectangle bottom plate that is equipped with with shaft well adaptation is supported to the lower part, upper falsework sets up on the bottom plate, the below of bottom plate is equipped with many distribution roof beams, distribute the roof beam rigid coupling on rather than the vertically spandrel girder the both ends of spandrel girder are equipped with rather than articulated outrigger, the inner of landing leg is connected with reset spring, reset spring's lower extreme is connected on the dead lever, the dead lever rigid coupling is in the below of spandrel girder, the inner troops under one's command side of landing leg is equipped with the stull. The utility model discloses only need set up with the structural layer scaffold of equal height, can accomplish the construction of whole work layers in the whole shaft, it is less to occupy the material to can sparingly demolish and the time of setting up.
Description
Technical field
This utility model relates to a kind of operating platform, particularly a kind of for the hoisting type operating platform in vertical shaft.
Background technology
Development along with urban economy, increasing high-rise building becomes the main force of urban construction, along with the growth of depth of building, inevitably bring the excessive risk of work high above the ground, especially the district occurred frequently of falling from high altitude and object strike accident especially in the elevator of skyscraper.At present, in elevator, the Normal practice of work layer operating platform divides two kinds, and one is to set up console model full hall scaffold in elevator, and another kind is to adopt shaped steel or steel pipe two ends to ride upon on hoistway shear wall, as the crossbeam setting up upper falsework.The former is applicable to tier building or small sized multiple story building, and the latter is applicable to skyscraper or high-rise building, but above two structure all exists dismounting and sets up and expend time in longer, takies the problem that material is more.
Summary of the invention
This utility model provides a kind of for the hoisting type operating platform in vertical shaft for solving the technical problem of existence in known technology, and this platform can be saved dismounting and set up the time, and it is less to take material.
This utility model is that the technical problem solving to exist in known technology is adopted the technical scheme that: a kind of for the hoisting type operating platform in vertical shaft, including the upper falsework contour with structure sheaf, described upper falsework rides upon in lower support；Described lower support is provided with the rectangular base plate adaptive with vertical shaft hoistway；Described upper falsework rides upon on described base plate；It is connected with many distribution beam at described base plate, described distribution beam is fixed on perpendicular spandrel girder, it is provided with the outrigger hinged with it at the two ends of described spandrel girder, the inner of described supporting leg is connected with back-moving spring, the lower end of described back-moving spring is connected on fixing bar, and described fixing bar is fixed in the lower section of described spandrel girder；Inner end at described supporting leg is connected with stull.
Described spandrel girder is made up of two back-to-back channel-section steels, and described supporting leg is arranged between two described channel-section steels.
Described distribution beam is made up of square steel.
Described stull is made up of angle steel.
Described base plate is made up of checkered steel plate.
The outer end facade of described supporting leg adopts arcuate structure.
This utility model has the advantage that and has the benefit effect that after the construction completing understructure, tower crane and steel wire rope is utilized to pass through hoistway, platform is allocated and transported on the base plate of a supreme Rotating fields in place, the construction of last layer structure is carried out again with platform, repeatedly repeat above operation, the construction of all work layers in vertical shaft can be completed.Only need to set up the scaffold contour with structure sheaf, the construction of all work layers in whole vertical shaft can be completed, take material less, and dismounting can be saved and set up the time.In sum, this utility model is easy to use, draw materials conveniently, simple for production, can recycle, good in economic efficiency.
Accompanying drawing explanation
Fig. 1 is structural representation during this utility model application；
Fig. 2 is this utility model structural representation when lifting up；
Fig. 3 is bottom bracing structure schematic diagram of the present utility model.
In figure: 1, lower support；1-1, spandrel girder, 1-2, supporting leg, 1-3, bearing pin, 1-4, back-moving spring, 1-5, base plate, 1-6, distribution beam, 1-7, stull, 2, upper falsework；3, second layer structure；4, reserved opening；5, third layer structure.
Detailed description of the invention
For summary of the invention of the present utility model, feature and effect can be further appreciated that, hereby enumerate following example, and it be as follows to coordinate accompanying drawing to describe in detail:
Referring to Fig. 1～Fig. 3, a kind of for the hoisting type operating platform in vertical shaft, including the upper falsework 2 contour with structure sheaf, described upper falsework 2 rides upon in lower support 1.
Described lower support 2 is provided with the rectangular base plate 1-5 adaptive with vertical shaft hoistway；Described upper falsework 2 rides upon on described base plate 1-5；It is connected with many distribution beam 1-6 at described base plate 1-5, described distribution beam 1-6 is fixed on perpendicular spandrel girder 1-1, the outrigger 1-2 hinged with it, described supporting leg 1-2 it is provided with hinged by bearing pin 1-3 and described spandrel girder 1-1 at the two ends of described spandrel girder 1-1.The inner of described supporting leg 1-2 is connected with back-moving spring 1-4, and the lower end of described back-moving spring 1-4 is connected in fixing bar (not shown), and described fixing bar is fixed in the lower section of described spandrel girder 1-1；Inner end at described supporting leg 1-2 is connected with stull 1-7.
In the present embodiment, described spandrel girder 1-1 is made up of two back-to-back channel-section steels, and described supporting leg 1-2 is arranged between two described channel-section steels.Described distribution beam 1-6 is made up of square steel.Described stull 1-7 is made up of angle steel.Described base plate 1-5 is made up of checkered steel plate.The outer end facade of described supporting leg 1-2 adopts arcuate structure, damages structural wall during to avoid platform to propose.
Using method of the present utility model:
One) after second layer structure 3 has been constructed, the lower support 1 of this platform utilizing tower crane lift to Shaft Location, supporting leg 1-2 falls within structure wall or beam；
Two) on the base plate 1-5 of lower support 1, the upper falsework 2 contour with third layer structure is set up, as the scaffold of third layer structure construction；
Three) when constructing third layer structure 5, stay set reserved opening 4 in the position that puts off of platform legs 1-2；
Four) after the concreting of third layer structure completes, building waste is cleared up；
Five) utilize tower crane and steel wire rope by vertical shaft hoistway, platform is allocated and transported on the base plate of a supreme Rotating fields in place；
Six) step 2 is repeatedly repeated)～five), the construction of work layer in vertical shaft can be completed.
Although preferred embodiment of the present utility model being described above in conjunction with accompanying drawing; but this utility model is not limited to above-mentioned detailed description of the invention; above-mentioned detailed description of the invention is merely schematic; it is not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; without departing under this utility model objective and scope of the claimed protection situation, it is also possible to making a lot of form, these belong within protection domain of the present utility model.
Claims (6)
1. for the hoisting type operating platform in vertical shaft, including the upper falsework contour with structure sheaf, it is characterised in that described upper falsework rides upon in lower support；Described lower support is provided with the rectangular base plate adaptive with vertical shaft hoistway；Described upper falsework rides upon on described base plate；It is connected with many distribution beam at described base plate, described distribution beam is fixed on perpendicular spandrel girder, it is provided with the outrigger hinged with it at the two ends of described spandrel girder, the inner of described supporting leg is connected with back-moving spring, the lower end of described back-moving spring is connected on fixing bar, and described fixing bar is fixed in the lower section of described spandrel girder；Inner end at described supporting leg is connected with stull.
2. according to claim 1 for the hoisting type operating platform in vertical shaft, it is characterised in that described spandrel girder is made up of two back-to-back channel-section steels, and described supporting leg is arranged between two described channel-section steels.
3. according to claim 1 for the hoisting type operating platform in vertical shaft, it is characterised in that described distribution beam is made up of square steel.
4. according to claim 1 for the hoisting type operating platform in vertical shaft, it is characterised in that described stull is made up of angle steel.
5. according to claim 1 for the hoisting type operating platform in vertical shaft, it is characterised in that described base plate is made up of checkered steel plate.
6. according to claim 1 for the hoisting type operating platform in vertical shaft, it is characterised in that the outer end facade of described supporting leg adopts arcuate structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521088439.0U CN205348727U (en) | 2015-12-22 | 2015-12-22 | A promote formula operation platform for in shaft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521088439.0U CN205348727U (en) | 2015-12-22 | 2015-12-22 | A promote formula operation platform for in shaft |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205348727U true CN205348727U (en) | 2016-06-29 |
Family
ID=56170105
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521088439.0U Expired - Fee Related CN205348727U (en) | 2015-12-22 | 2015-12-22 | A promote formula operation platform for in shaft |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205348727U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661302A (en) * | 2018-07-23 | 2018-10-16 | 广东快建模架科技有限公司 | A kind of elevator climbing system and its application method |
| CN108821068A (en) * | 2018-06-01 | 2018-11-16 | 阳江市奇正建筑智能设备研究院 | A kind of elevator hangs a liter stage apparatus |
| CN110747875A (en) * | 2019-10-23 | 2020-02-04 | 上海宝冶集团有限公司 | Construction method for building scaffold for open caisson construction of cyclone tank |
| CN114892944A (en) * | 2022-05-10 | 2022-08-12 | 中铁广州工程局集团第三工程有限公司 | Temporary fixing device applied to shaft steel frame |
| CN115538753A (en) * | 2022-11-30 | 2022-12-30 | 徐州鑫烨致胜安防科技有限公司 | Safety protection platform for high-rise building light well |
-
2015
- 2015-12-22 CN CN201521088439.0U patent/CN205348727U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108821068A (en) * | 2018-06-01 | 2018-11-16 | 阳江市奇正建筑智能设备研究院 | A kind of elevator hangs a liter stage apparatus |
| CN108821068B (en) * | 2018-06-01 | 2020-09-29 | 阳江市奇正建筑智能设备研究院 | Elevator shaft hoisting platform device |
| CN108661302A (en) * | 2018-07-23 | 2018-10-16 | 广东快建模架科技有限公司 | A kind of elevator climbing system and its application method |
| CN110747875A (en) * | 2019-10-23 | 2020-02-04 | 上海宝冶集团有限公司 | Construction method for building scaffold for open caisson construction of cyclone tank |
| CN114892944A (en) * | 2022-05-10 | 2022-08-12 | 中铁广州工程局集团第三工程有限公司 | Temporary fixing device applied to shaft steel frame |
| CN114892944B (en) * | 2022-05-10 | 2024-06-04 | 中铁广州工程局集团第三工程有限公司 | Temporary fixing device applied to vertical shaft steel frame |
| CN115538753A (en) * | 2022-11-30 | 2022-12-30 | 徐州鑫烨致胜安防科技有限公司 | Safety protection platform for high-rise building light well |
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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: 20160629 Termination date: 20191222 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |