CN202767494U - Hanging basket for high-altitude roof inner plate construction - Google Patents
Hanging basket for high-altitude roof inner plate construction Download PDFInfo
- Publication number
- CN202767494U CN202767494U CN201220452475.0U CN201220452475U CN202767494U CN 202767494 U CN202767494 U CN 202767494U CN 201220452475 U CN201220452475 U CN 201220452475U CN 202767494 U CN202767494 U CN 202767494U
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- hanging basket
- roof
- suspension cable
- hanging
- roof inner
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Abstract
The utility model discloses a hanging basket for high-altitude roof inner plate construction. The hanging basket is characterized by comprising a hanging basket suspended cable and a frame-type hanging basket body. Two ends of a steel wire rope are respectively and fixedly connected to roof steel beams at two ends of a main body structure through ring clamps, and the two roof steel beams and the steel wire rope connected between the two beams form the hanging basket suspended cable. A hanging ring is arranged on the periphery of the hanging basket body and hung on the hanging basket suspended cable through a U-shaped clamp which is inverted. The hanging ring can slide along the hanging basket suspended cable. The hanging basket enables construction of inner plates of extra-large steel structure factory building roofs to be fast and safe.
Description
Technical field
The utility model relates to a kind of steel structural overhead roof inner slab construction hanging basket.
Background technology
In field of steel structure, the super large steel-structure factory building is increasing, and the roof inner slab terrain clearance is also more and more higher, and its roof inner slab difficulty of construction is increasing; Because roof inner slab is on girder steel, below roof purline, traditional ground moving operating platform can not satisfy construction needs and safe handling requirement, has seriously restricted construction speed, has greatly increased construction cost.
Summary of the invention
The utility model is for avoiding the existing weak point of above-mentioned prior art, providing the roof inner slab construction of a kind of high-altitude to use hanging basket, so that the construction of super large steel structural plant roof inner panel is more quick, safety.
The utility model is that the technical solution problem adopts following technical scheme:
The roof inner slab construction of a kind of high-altitude of the utility model is to arrange with the design feature of hanging basket:
One hanging basket suspension cable is that the two ends with wire rope are fixedly connected on the steel roof joist at agent structure two ends by annular snap respectively; Consist of the hanging basket suspension cable with described two ends steel roof joist and the wire rope that is connected to therebetween;
One frame type hanging basket is provided with suspension ring in the periphery of described hanging basket, and described suspension ring are hung on the hanging basket suspension cable by inverted " U " shape card, and can slide at the hanging basket suspension cable.
The roof inner slab construction of the utility model high-altitude also is with the design feature of hanging basket:
Described hanging basket suspension cable be the twice that be arranged in parallel be one group; Described frame type hanging basket is to hang on twice hanging basket suspension cable so that dual-side is parallel.
The hanging basket suspension cable that the four road hanging basket suspension cables that be arranged in parallel between the twice steel roof joist, two frame type hanging baskets are separately positioned on separately can synchronizing moving.
Compared with the prior art, the utility model beneficial effect is embodied in:
The utility model utilizes hanging basket to realize the construction of superelevation roof inner slab, and work progress is efficient, quick; Easy construction, safety, reliability.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is the utility model section of structure;
Fig. 3 is the utility model frame type barrel structure schematic diagram;
Number in the figure: 1 hanging basket; 2 wire rope; 3 steel roof joists; 4 roof inner slabs; 5 roofing outside plates; 6 roof purlines; 7 angle steel; 8 round steel; 9 suspension ring.
The specific embodiment
Referring to Fig. 1, Fig. 2 and Fig. 3, the construction of the present embodiment high and medium roof inner slab is set to the structure of hanging basket:
One hanging basket suspension cable is to be that the two ends of the wire rope 2 of 20mm are fixedly connected on the steel roof joist 3 at agent structure two ends by annular snap respectively with diameter, and per 30 meters of wire rope 2 arranges temporary fixed point at middle girder steel; Consist of the hanging basket suspension cables with twice steel roof joist 3 and the wire rope 2 that is connected to therebetween;
One frame type hanging basket is provided with suspension ring 9 in the periphery of hanging basket 1, and suspension ring 9 are hung on the hanging basket suspension cable by inverted " U " shape card, and can slide at the hanging basket suspension cable.In order to reduce friction, can be on wire rope 2 coating butter, play lubricated effect.
In the implementation, the hanging basket suspension cable be the twice that be arranged in parallel be one group; The frame type hanging basket adopts rectangular configuration, hangs on twice hanging basket suspension cable so that its dual-side is parallel.
Because roof inner slab has certain length, therefore, the four road hanging basket suspension cables that can between the twice steel roof joist, be arranged in parallel, two frame type hanging baskets respectively can synchronizing moving at suspension cable separately.
Existing part roof inner slab 4 has been finished installation among Fig. 1 and Fig. 2, and roofing outside plate 5 and roof purline 6 are by the designing requirement construction; The hanging basket of frame type shown in Fig. 31 is take angle steel 7 as framework, at the fixing welding of angle steel 7 round steel 8, and the fixing welding hanging ring 9 on the top of round steel 8.
Bracketplant constructing operation method
After wire rope 2 and frame type hanging basket 1 is all in place, upper three people in each frame type hanging basket, two frame type hanging baskets arranged side by side are one group, according to the distance between the length adjustment of roof inner slab two frame type hanging baskets arranged side by side.Begin to install first roof inner slab from the original position of roof inner slab, install between first roof inner slab, second roof inner slab then is installed; Stand in two personnel's synchronizing moving hanging baskets in the frame type hanging basket mobile forward, mobile method is that hand is grabbed roof purline, and both hands firmly drop backward, slowly the frame type hanging basket are moved forward, finish successively the installation of the 3rd, the 4th roof inner slab;
Because agent structure length is usually very large, wire rope 2 has about 100 ~ 200 meters usually, and per 30 meters of wire rope arranges temporary fixed point at middle girder steel, the like; Wire rope is below girder steel, hanging basket can directly be slided over, after the workman operates wire rope and arrives temporary fixed point, solve the constraint of temporary fixed point, hanging basket is slided in the past, recover subsequently the constraint of temporary fixed point, proceed the roof inner slab construction, until the whole installations of roof inner slab.
Claims (3)
1. hanging basket is used in a high-altitude roof inner slab construction, it is characterized in that arranging:
One hanging basket suspension cable is that the two ends with wire rope (2) are fixedly connected on the steel roof joist (3) at agent structure two ends by annular snap respectively; Consist of the hanging basket suspension cable with described two ends steel roof joists (3) and the wire rope (2) that is connected to therebetween;
One frame type hanging basket is provided with suspension ring (9) in the periphery of described hanging basket (1), and described suspension ring (9) are hung on the hanging basket suspension cable by inverted " U " shape card, and can slide at the hanging basket suspension cable.
2. hanging basket is used in roof inner slab construction in high-altitude according to claim 1, it is characterized in that described hanging basket suspension cable be the twice that be arranged in parallel be one group; Described frame type hanging basket (1) is to hang on twice hanging basket suspension cable so that dual-side is parallel.
3. high-altitude according to claim 1 roof inner slab construction hanging basket, it is characterized in that: the four road hanging basket suspension cables that be arranged in parallel between twice steel roof joist (3), the hanging basket suspension cable that two frame type hanging baskets (1) are separately positioned on separately can synchronizing moving.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220452475.0U CN202767494U (en) | 2012-09-06 | 2012-09-06 | Hanging basket for high-altitude roof inner plate construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220452475.0U CN202767494U (en) | 2012-09-06 | 2012-09-06 | Hanging basket for high-altitude roof inner plate construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202767494U true CN202767494U (en) | 2013-03-06 |
Family
ID=47774077
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220452475.0U Expired - Lifetime CN202767494U (en) | 2012-09-06 | 2012-09-06 | Hanging basket for high-altitude roof inner plate construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202767494U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060813A (en) * | 2014-07-02 | 2014-09-24 | 浙江省二建钢结构有限公司 | Construction device and method for large-span steel girder frame connection platform |
| CN104358393A (en) * | 2014-10-24 | 2015-02-18 | 中铁航空港建设集团北京有限公司 | Horizontal moving platform hung at high altitude |
| CN104631810A (en) * | 2015-01-15 | 2015-05-20 | 中誉远发国际建设集团有限公司 | High-altitude movable hanging basket system and construction method thereof |
| CN104963495A (en) * | 2015-06-05 | 2015-10-07 | 中国十七冶集团有限公司 | Suspension hanging basket for installation of roof surface bottom layer color plate |
| CN105155832A (en) * | 2015-06-17 | 2015-12-16 | 中建钢构有限公司 | Hanging basket device and moving method thereof |
| CN105715032A (en) * | 2016-04-15 | 2016-06-29 | 中国五冶集团有限公司 | Construction hanging basket with spanning movement function and spanning movement method |
| CN104060809B (en) * | 2014-07-16 | 2016-07-06 | 深圳市特艺达装饰设计工程有限公司 | A kind of roofing daylighting glass steelframe installs equipment and operation method thereof |
| CN106115573A (en) * | 2016-08-19 | 2016-11-16 | 中国化学工程第三建设有限公司 | The installation equipment of factory roof coloured silk steel inner panel and installation method |
| CN108468433A (en) * | 2018-04-12 | 2018-08-31 | 陈年康 | A kind of construction tool of workshop metal Roof inner panel |
-
2012
- 2012-09-06 CN CN201220452475.0U patent/CN202767494U/en not_active Expired - Lifetime
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060813A (en) * | 2014-07-02 | 2014-09-24 | 浙江省二建钢结构有限公司 | Construction device and method for large-span steel girder frame connection platform |
| CN104060813B (en) * | 2014-07-02 | 2016-06-08 | 浙江省二建钢结构有限公司 | The constructing device of large-span steel girder framework connection mode platform and constructional method |
| CN104060809B (en) * | 2014-07-16 | 2016-07-06 | 深圳市特艺达装饰设计工程有限公司 | A kind of roofing daylighting glass steelframe installs equipment and operation method thereof |
| CN104358393A (en) * | 2014-10-24 | 2015-02-18 | 中铁航空港建设集团北京有限公司 | Horizontal moving platform hung at high altitude |
| CN104631810A (en) * | 2015-01-15 | 2015-05-20 | 中誉远发国际建设集团有限公司 | High-altitude movable hanging basket system and construction method thereof |
| CN104963495A (en) * | 2015-06-05 | 2015-10-07 | 中国十七冶集团有限公司 | Suspension hanging basket for installation of roof surface bottom layer color plate |
| CN104963495B (en) * | 2015-06-05 | 2017-07-14 | 中国十七冶集团有限公司 | A kind of hanging basket for installing roofing bottom colored steel |
| CN105155832A (en) * | 2015-06-17 | 2015-12-16 | 中建钢构有限公司 | Hanging basket device and moving method thereof |
| CN105715032A (en) * | 2016-04-15 | 2016-06-29 | 中国五冶集团有限公司 | Construction hanging basket with spanning movement function and spanning movement method |
| CN105715032B (en) * | 2016-04-15 | 2017-09-29 | 中国五冶集团有限公司 | It is a kind of that there is the construction hanging basket for crossing over locomotive function and moving method is crossed over |
| CN106115573A (en) * | 2016-08-19 | 2016-11-16 | 中国化学工程第三建设有限公司 | The installation equipment of factory roof coloured silk steel inner panel and installation method |
| CN108468433A (en) * | 2018-04-12 | 2018-08-31 | 陈年康 | A kind of construction tool of workshop metal Roof inner panel |
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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: 20130306 |