CN201517284U - High-altitude semiautomatic hanging double-suspension type steel structure slipping operating platform - Google Patents
High-altitude semiautomatic hanging double-suspension type steel structure slipping operating platform Download PDFInfo
- Publication number
- CN201517284U CN201517284U CN 200920224073 CN200920224073U CN201517284U CN 201517284 U CN201517284 U CN 201517284U CN 200920224073 CN200920224073 CN 200920224073 CN 200920224073 U CN200920224073 U CN 200920224073U CN 201517284 U CN201517284 U CN 201517284U
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- Prior art keywords
- operations platform
- altitude
- plane operations
- lifting
- construction
- Prior art date
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 30
- 239000010959 steel Substances 0.000 title claims abstract description 30
- 239000000725 suspensions Substances 0.000 title claims abstract description 26
- 238000010276 construction Methods 0.000 claims abstract description 27
- 235000005121 Sorbus torminalis Nutrition 0.000 claims description 7
- 240000005889 Sorbus torminalis Species 0.000 claims description 7
- 238000009434 installation Methods 0.000 abstract description 5
- 238000004904 shortening Methods 0.000 abstract 2
- 238000000034 methods Methods 0.000 abstract 1
- 238000009435 building construction Methods 0.000 description 2
- 238000005516 engineering processes Methods 0.000 description 2
- 241001236653 Lavinia exilicauda Species 0.000 description 1
- 238000006073 displacement reactions Methods 0.000 description 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound data:image/svg+xml;base64,PD94bWwgdmVyc2lvbj0nMS4wJyBlbmNvZGluZz0naXNvLTg4NTktMSc/Pgo8c3ZnIHZlcnNpb249JzEuMScgYmFzZVByb2ZpbGU9J2Z1bGwnCiAgICAgICAgICAgICAgeG1sbnM9J2h0dHA6Ly93d3cudzMub3JnLzIwMDAvc3ZnJwogICAgICAgICAgICAgICAgICAgICAgeG1sbnM6cmRraXQ9J2h0dHA6Ly93d3cucmRraXQub3JnL3htbCcKICAgICAgICAgICAgICAgICAgICAgIHhtbG5zOnhsaW5rPSdodHRwOi8vd3d3LnczLm9yZy8xOTk5L3hsaW5rJwogICAgICAgICAgICAgICAgICB4bWw6c3BhY2U9J3ByZXNlcnZlJwp3aWR0aD0nMzAwcHgnIGhlaWdodD0nMzAwcHgnIHZpZXdCb3g9JzAgMCAzMDAgMzAwJz4KPCEtLSBFTkQgT0YgSEVBREVSIC0tPgo8cmVjdCBzdHlsZT0nb3BhY2l0eToxLjA7ZmlsbDojRkZGRkZGO3N0cm9rZTpub25lJyB3aWR0aD0nMzAwJyBoZWlnaHQ9JzMwMCcgeD0nMCcgeT0nMCc+IDwvcmVjdD4KPHRleHQgZG9taW5hbnQtYmFzZWxpbmU9ImNlbnRyYWwiIHRleHQtYW5jaG9yPSJzdGFydCIgeD0nMTI1Ljk4MScgeT0nMTU2JyBzdHlsZT0nZm9udC1zaXplOjQwcHg7Zm9udC1zdHlsZTpub3JtYWw7Zm9udC13ZWlnaHQ6bm9ybWFsO2ZpbGwtb3BhY2l0eToxO3N0cm9rZTpub25lO2ZvbnQtZmFtaWx5OnNhbnMtc2VyaWY7ZmlsbDojM0I0MTQzJyA+PHRzcGFuPkZlPC90c3Bhbj48L3RleHQ+Cjwvc3ZnPgo= data:image/svg+xml;base64,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 [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 1
- 239000011514 iron Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000001681 protective Effects 0.000 description 1
- 230000001012 protector Effects 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 231100000817 safety factors Toxicity 0.000 description 1
- 239000002699 waste materials Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
Description
Technical field
The utility model belongs to technical field of building construction, particularly a kind of two suspension type steel work slippage operating platforms of the semi-automatic suspension in high-altitude that are used for underground power station main building furred ceiling and Ground Operation while crossed construction.
Background technology
In China, the construction of underground power station main building has common feature: the one, and the nation-building key project in order to bring into play economic benefit as early as possible, requires the duration tight, the quality specifications height; The 2nd, in power station main building building finishing construction,, carry out the ground installation installation and fit up the cross-operation mode up and down of organizing construction simultaneously with furred ceiling for guaranteeing the duration.In the construction of underground power station main building furred ceiling, furred ceiling is 20～40 meters apart from ground level, solving operating platform is a very important job, and the operating platform that adopts mainly contains at present: 1, utilize steel pipe to set up interim operating platform on the ground, be subjected to the influence of ground construction and bridge crane operation, the scope of setting up and strict restriction is highly arranged, it is big to set up difficulty, waste time duration, and the service time of operating platform is short, using value is low, and use cost is too high; 2, utilize steel pipe on bridge crane, to set up operating platform, be subjected to the influence of bridge crane operation, use inconvenience, dangerous, also have a strong impact on the ground construction operation.
The utility model content
The purpose of this utility model provides the two suspension type steel work slippage operating platforms of a kind of semi-automatic suspension in high-altitude easy to use, safe and reliable, the reduction of erection time greatly.
For achieving the above object, the technical solution of the utility model is: the two suspension type steel work slippage operating platforms of the semi-automatic suspension in a kind of high-altitude, comprise the plane operations platform, the plane operations platform is provided with lifting part, is fixed with the slip hanging piece that cooperates with track that it is provided with above on the lifting part.
Described track parallel longitudinal is provided with twice, the lifting part that occurs in pairs everywhere with the setting of track correspondence position on the plane operations platform, the slip hanging piece that is connected on the lifting part, the pulley on slip hanging piece top with cooperate above the track.
Described plane operations platform comprises that framework that the bottom is made up of crossbeam and longeron and top are located at the steel plate above the framework, and the front-end and back-end of plane operations platform are cantilever construction.
The place ahead suspension place of described plane operations platform all is equipped with the slip jack, and the jack hook is hung in below the slip hanging piece of plane operations platform rear end.
Described steel plate comprises plane steel plate and chequer plate two parts, and front end lifting part place and front part thereof are divided into chequer plate, and front end lifting part rear is a plane steel plate.
In the utility model, adopt the cantilever construction of plane operations platform to carry out the furred ceiling construction, technology advanced person, rational in infrastructure, easy for installation, can realize that the construction of Ground Operation and furred ceiling carries out simultaneously, greatly the reduction of erection time, save overhead cost, reduce construction cost; Once drop into, reuse, cost is low, and the utilization rate height is safe and reliable.By slip hanging piece slip plane operating desk, slide save time, laborsaving, the slip safe ready can be raised the efficiency, effectively the reduction of erection time.Use slip jack pulling plane operations platform to slide, time saving and energy saving, can save the labour, improve efficiency of construction.The place establishes chequer plate at plane operations platform front end cantilever, increases frictional force, guarantees the safety of workers construction.The utility model is widely used in the construction of the underground power station main building furred ceiling of different spans, is easy to promote, and has good economic and social benefit.
Description of drawings
Fig. 1 is user mode figure of the present utility model;
Fig. 2 is the structural representation of Fig. 1 midplane operating desk;
Fig. 3 is a structural representation of the present utility model;
Fig. 4 is the A-A sectional view of Fig. 3.
The specific embodiment
As Fig. 1, Fig. 2, the two suspension type steel work slippage operating platforms of the semi-automatic suspension in high-altitude shown in Figure 3, comprise plane operations platform 1, this plane operations platform 1 comprises the framework 11 of bottom and the steel plate 12 on top, and framework 11 is welded by crossbeam and longeron, and steel plate 12 tilings are welded on above the framework 11.On plane operations platform 1, be to be provided with lifting part 2 everywhere above the steel plate 12, every place all comprises forward and backward each lifting part 2, is fixed with slip hanging piece 3 on the lifting part 2, be connected by the mode of being spirally connected between slip hanging piece 3 and the lifting part 2, plane operations platform 1 front and back are cantilever construction.Be furred ceiling 4 above plane operations platform 1, furred ceiling 4 comprises the main joist 41 of horizontally set and the secondary joist 42 that vertically is provided with, and furred ceiling 4 is suspended on the roof of top by suspension rod 5, is vertically arranged with the parallel track of twice 6 on furred ceiling 4.Below track 6, be provided with lifting part 2 everywhere on the plane operations platform 1, every place all comprises former and later two lifting parts 2, lifting part 2 correspondences are provided with slip hanging piece 3, so just have eight lifting parts 2 and eight slip hanging pieces 3, the pulley 31 and the track 6 on slip hanging piece 3 tops are slidingly matched, and slip hanging piece 3 can be free to slide forward on track 6.The slip hanging piece 3 at every place is located at the forward and backward side of main joist 41 respectively, can prevent effectively that so unnecessary displacement from appearring in plane operations platform 1, guarantees that construction safety carries out smoothly.In order to increase the frictional force of plane operations platform 1 fore-end, lifting part 2 places and front part thereof at plane operations platform 1 relative front end are divided into chequer plate, and being made as plane steel plate at these lifting part 2 rears, chequer plate can effectively increase top-operation personnel's frictional force, improves safety.For convenience make plane operations platform 1 to front slide effortlessly, suspension rod 5 suspentions place at furred ceiling 4 front ends are equipped with slip jack 7 respectively, jack hook 71 be hung in plane operations platform 1 rear end slip hanging piece 3 below, by operation slip jack 7, just can finish the slip of plane operations platform 1 easily.
For improving the safety factor of building construction, also another safe jack can be set on plane operations platform 1, the jack hook of this safe jack be welded on the top roof rivet rod on hook articulate, safe jack is hung at slip hanging piece 3 on the basis of plane operations platform 1 the second road safety guarantee is provided, and guarantees safe construction.
Use of the present utility model is: the first, and according to dimensional requirement, utilize i iron, angle steel, steel plate to make plane operations platform 1.Have on the plane operations platform 1 everywhere that totally eight lifting parts 2 are as hitch point, with 1 suspention of plane operations platform, slip hanging piece 3 is detachable by slip hanging piece 3.The second, along the main building length direction, construct to the other end from main building one end, set up interim operating platform on ground, utilize interim operating platform construction furred ceiling, when the front end of furred ceiling 4 exceeds the front end of plane operations platform 1, just can mounting plane operating desk 1.Three, vertical attachment rail 6 on the main joist 41 of intact furred ceiling 4 is suspended in plane operations platform 1 usefulness slip hanging piece 3 on the track 6 by interim operating platform.Plane operations platform 1 all installation, mode, inspect for acceptance finish after, remove interim operating platform.Four, utilize the main joist 41 and the secondary joist 42 of plane operations platform 1 front end bracketed part construction steel work furred ceiling 4, welding steel on main joist 41 and secondary joist 42 is installed the track 6 of this section.Five, remove in the lifting part 2 everywhere slip hanging piece 3 on the rear relatively, promptly be installed in the slip hanging piece 3 at main joist 41 rears.Six, by pulling jack 7, plane operations platform 1 slides into correct position and stops drag jack 7 to front slide, and the slip hanging piece of removing in above-mentioned the 5th step 3 is installed, and plane operations platform 1 is carried out security protection, reinforcing.Repeat above-mentioned first to the 6th step, finish whole furred ceiling construction.
Be not limited to above-mentioned embodiment: for improving safety, also other protectors can be set on plane operations platform 1, as: around the front end cantilever place of plane operations platform 1, a circle protective guard is set.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200920224073 CN201517284U (en) | 2009-10-13 | 2009-10-13 | High-altitude semiautomatic hanging double-suspension type steel structure slipping operating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200920224073 CN201517284U (en) | 2009-10-13 | 2009-10-13 | High-altitude semiautomatic hanging double-suspension type steel structure slipping operating platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201517284U true CN201517284U (en) | 2010-06-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200920224073 CN201517284U (en) | 2009-10-13 | 2009-10-13 | High-altitude semiautomatic hanging double-suspension type steel structure slipping operating platform |
Country Status (1)
| Country | Link |
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| CN (1) | CN201517284U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101892736A (en) * | 2010-08-10 | 2010-11-24 | 中建三局东方装饰设计工程有限公司 | High altitude moving hanging basket construction method |
| CN103362315A (en) * | 2013-08-07 | 2013-10-23 | 中建二局第一建筑工程有限公司 | Hanging bracket for hoisting pipeline integrally and construction method of hanging bracket |
| CN104100090A (en) * | 2014-07-17 | 2014-10-15 | 成都市第四建筑工程公司 | High-altitude comprehensive construction method of big-cantilever steel truss structure |
| CN104499729A (en) * | 2014-11-28 | 2015-04-08 | 芜湖银星汽车零部件有限公司 | Disassembling table |
| CN104878867A (en) * | 2015-05-21 | 2015-09-02 | 中国建筑第二工程局有限公司 | Ceiling joist and double-layer construction platform integrated structure and manufacturing method thereof |
-
2009
- 2009-10-13 CN CN 200920224073 patent/CN201517284U/en not_active IP Right Cessation
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101892736A (en) * | 2010-08-10 | 2010-11-24 | 中建三局东方装饰设计工程有限公司 | High altitude moving hanging basket construction method |
| CN101892736B (en) * | 2010-08-10 | 2013-12-04 | 中建三局东方装饰设计工程有限公司 | High altitude moving hanging basket construction method |
| CN103362315A (en) * | 2013-08-07 | 2013-10-23 | 中建二局第一建筑工程有限公司 | Hanging bracket for hoisting pipeline integrally and construction method of hanging bracket |
| CN103362315B (en) * | 2013-08-07 | 2015-07-15 | 中建二局第一建筑工程有限公司 | Hanging bracket for hoisting pipeline integrally and construction method of hanging bracket |
| CN104100090A (en) * | 2014-07-17 | 2014-10-15 | 成都市第四建筑工程公司 | High-altitude comprehensive construction method of big-cantilever steel truss structure |
| CN104499729A (en) * | 2014-11-28 | 2015-04-08 | 芜湖银星汽车零部件有限公司 | Disassembling table |
| CN104499729B (en) * | 2014-11-28 | 2016-12-07 | 芜湖银星汽车零部件有限公司 | A kind of disassembly table |
| CN104878867A (en) * | 2015-05-21 | 2015-09-02 | 中国建筑第二工程局有限公司 | Ceiling joist and double-layer construction platform integrated structure and manufacturing method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| C14 | Grant of patent or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100630 Termination date: 20121013 |
|
| C17 | Cessation of patent right |