CN201546436U - Platform for construction of high-altitude suspension structures - Google Patents
Platform for construction of high-altitude suspension structures Download PDFInfo
- Publication number
- CN201546436U CN201546436U CN2009202559236U CN200920255923U CN201546436U CN 201546436 U CN201546436 U CN 201546436U CN 2009202559236 U CN2009202559236 U CN 2009202559236U CN 200920255923 U CN200920255923 U CN 200920255923U CN 201546436 U CN201546436 U CN 201546436U
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Abstract
A platform for construction of high-altitude suspension structures, which belongs to the technical field of building construction, is characterized in that a suspended steel beam, a steel wire rope, steel pipes and bamboo pieces, wherein the rear end of the suspended steel beam is anchored to the building, the front end of the suspended steel beam is connected with the embedded pull ring above the building through the steel wire rope, the steel pipes are placed on the suspended steel, fasteners are adopted to fixedly connect the steel pipe and the suspended steel beam, and the bamboo pieces are arranged on the steel pipes. The utility model has the advantages of simple structure, easy building and producing, low cost and excellent use performance. The platform can support the concrete pouring mold and the external scaffold, and is used for construction for the construction of the suspended structure of high-rise building, such as the suspended structure construction of revolving restaurant and balcony with a view, and the utility model has the advantages of safety, convenience, economy, reduced labor intensity, improved construction efficiency and construction quality.
Description
Technical field
The utility model relates to a kind of structure of working platform He this operation platform of high-altitude overhanging building structure construction, belongs to technical field of building construction.
Background technology
Progress along with society, highrise building is more and more, some needs for adaptive functions, choosing structure outside the steel concrete high-altitude also increases gradually, for example, cantilevered structures such as revolving restaurant, high-altitude, view balcony bring certain degree of difficulty to building operations, difficult point is mainly chosen the support system in the structure construction and the scheme of building of construction operation platform outside steel concrete, existing way mainly contains two kinds: the one, adopt steel pipe scaffold class instrument erection construction job platform; The 2nd, adopt large-scale shaped steel to choose girder steel outward and make support platform.Above-mentioned two kinds of methods all have certain limitation and drawback, and first kind of situation is that safety is reliable, but the instrument input amount is big, labor intensive is bigger: second kind of situation is that input amount is less, but has security risk and restricted application.Can not satisfy the needs of the highrise building of high speed development.
The utility model content
The purpose of this utility model is exactly needs of choosing structure construction outside the highrise building high-altitude for satisfying, provide a kind of construction safety reliable, drop into economical rationality and high-altitude overhanging structure construction platform applied widely.
The purpose of this utility model is to realize like this, high-altitude overhanging structure construction platform, it is characterized in that being provided with cantilever steel girder, wire rope, steel pipe, basketry sheet, the connection of cantilever steel girder rear end is anchored on the building, the cantilever steel girder front end is connected by draw ring pre-buried in wire rope and the top building, steel pipe is laid on the cantilever steel girder, and girder steel is fixedly clamped in the cantilever steel girder both sides with fastener, is covered with the basketry sheet on steel pipe.
The utility model is simple and reasonable, builds, produces easily, and cost is low, and functional performance is good.Can support the external scaffolding of concreting mould and construction on the operation platform, be used for the construction of the high-altitude overhanging structure of highrise building, for example cantilevered structure such as revolving restaurant, view balcony construction, safety, convenient, economic, reduce labour intensity, improve efficiency of construction and construction quality.
Description of drawings
Fig. 1 is the structural representation of operation platform of the present utility model;
Fig. 2 is the plane structure schematic diagram of operation platform of the present utility model;
Among the figure: 1 anchorage, 2 cantilever steel girders, 3 wire rope, 4 draw rings, 5 steel pipes, 6 basketry sheets, 7 external scaffoldings, 8 draw rings.
The specific embodiment
Outside design has the high-altitude, choose building structure below or default anchorage 1, pre-buried connection draw ring 2 on the building up on the conplane building.Selecting steel pipe or other steel profile for use is cantilever steel girder 2, the draw ring 8 be connected with wire rope is set at the cantilever steel girder front end, with the anchor connection of cantilever steel girder rear end on anchorage 1 default on the building, the draw ring 8 of cantilever steel girder front end connects wire rope 3, and draw ring 4 pre-buried on the other end of wire rope and the building is connected and fixed.At cantilever steel girder 2 upper berth steel pipes 5, with fastener steel pipe and cantilever steel girder are clamped, clip, at steel pipe 5 upper berth basketry sheets 6, be built into operation platform again.Can upright casting on operation platform build the template of choosing building structure outside the high-altitude and outside choose the external scaffolding 7 of building structure construction, for template support and external scaffolding two systems shared, in the operation platform use, must guarantee that wire rope is in tight state all the time.
Claims (1)
1. high-altitude overhanging structure construction platform, it is characterized in that being provided with cantilever steel girder, wire rope, steel pipe, basketry sheet, the connection of cantilever steel girder rear end is anchored on the building, the cantilever steel girder front end is connected by draw ring pre-buried in wire rope and the top building, steel pipe is laid on the cantilever steel girder, adopt fastener to be connected and fixed between steel pipe and the cantilever steel girder, on steel pipe, be covered with the basketry sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202559236U CN201546436U (en) | 2009-11-27 | 2009-11-27 | Platform for construction of high-altitude suspension structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202559236U CN201546436U (en) | 2009-11-27 | 2009-11-27 | Platform for construction of high-altitude suspension structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201546436U true CN201546436U (en) | 2010-08-11 |
Family
ID=42601610
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202559236U Expired - Fee Related CN201546436U (en) | 2009-11-27 | 2009-11-27 | Platform for construction of high-altitude suspension structures |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201546436U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102322140A (en) * | 2011-06-20 | 2012-01-18 | 荣盛建设工程有限公司 | The large span shutterings-supported construction method of cornicing |
| CN102454295A (en) * | 2010-10-18 | 2012-05-16 | 五冶集团上海有限公司 | Method for constructing large-sized cantilever beam at ultrahigh position |
| CN102635226A (en) * | 2012-05-04 | 2012-08-15 | 常州第一建筑集团有限公司 | Flexible hanging self-expansion operating platform and construction method |
| CN102720358A (en) * | 2012-06-15 | 2012-10-10 | 河南省第一建筑工程集团有限责任公司 | Forming method of upward pull type overhanging joist steel moudle frame stressing platform |
| CN102966240A (en) * | 2012-11-30 | 2013-03-13 | 福建省第五建筑工程公司 | Construction method for high-altitude reinforced concrete outer cantilevered structure |
| CN103114712A (en) * | 2013-03-04 | 2013-05-22 | 温州建设集团有限公司 | Buckle steel platform support system and construction method thereof |
| CN103206075A (en) * | 2013-04-26 | 2013-07-17 | 中国化学工程第三建设有限公司 | Suspension platform for construction of steel reinforced concrete cantilever structure |
| CN111456400A (en) * | 2020-03-24 | 2020-07-28 | 中国五冶集团有限公司 | Interim operation platform structure in high altitude |
-
2009
- 2009-11-27 CN CN2009202559236U patent/CN201546436U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102454295A (en) * | 2010-10-18 | 2012-05-16 | 五冶集团上海有限公司 | Method for constructing large-sized cantilever beam at ultrahigh position |
| CN102454295B (en) * | 2010-10-18 | 2016-06-01 | 五冶集团上海有限公司 | Large-scale cantilever beam at ultrahigh position construction method |
| CN102322140B (en) * | 2011-06-20 | 2013-07-24 | 荣盛建设工程有限公司 | Supporting construction method for large-span creasing formwork |
| CN102322140A (en) * | 2011-06-20 | 2012-01-18 | 荣盛建设工程有限公司 | The large span shutterings-supported construction method of cornicing |
| CN102635226A (en) * | 2012-05-04 | 2012-08-15 | 常州第一建筑集团有限公司 | Flexible hanging self-expansion operating platform and construction method |
| CN102635226B (en) * | 2012-05-04 | 2014-05-28 | 常州第一建筑集团有限公司 | Flexible hanging self-expansion operating platform and construction method |
| CN102720358A (en) * | 2012-06-15 | 2012-10-10 | 河南省第一建筑工程集团有限责任公司 | Forming method of upward pull type overhanging joist steel moudle frame stressing platform |
| CN102966240B (en) * | 2012-11-30 | 2014-02-19 | 福建省第五建筑工程公司 | Construction method for high-altitude reinforced concrete outer cantilevered structure |
| CN102966240A (en) * | 2012-11-30 | 2013-03-13 | 福建省第五建筑工程公司 | Construction method for high-altitude reinforced concrete outer cantilevered structure |
| CN103114712A (en) * | 2013-03-04 | 2013-05-22 | 温州建设集团有限公司 | Buckle steel platform support system and construction method thereof |
| CN103114712B (en) * | 2013-03-04 | 2014-07-16 | 温州建设集团有限公司 | Buckle steel platform support system and construction method thereof |
| CN103206075A (en) * | 2013-04-26 | 2013-07-17 | 中国化学工程第三建设有限公司 | Suspension platform for construction of steel reinforced concrete cantilever structure |
| CN111456400A (en) * | 2020-03-24 | 2020-07-28 | 中国五冶集团有限公司 | Interim operation platform structure in high altitude |
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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: 20100811 Termination date: 20181127 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |