CN205637617U - Hoist and mount of many roof beams of girder steel construction cluster are put - Google Patents
Hoist and mount of many roof beams of girder steel construction cluster are put Download PDFInfo
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- CN205637617U CN205637617U CN201620247363.XU CN201620247363U CN205637617U CN 205637617 U CN205637617 U CN 205637617U CN 201620247363 U CN201620247363 U CN 201620247363U CN 205637617 U CN205637617 U CN 205637617U
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- hoist
- mount
- mainboard
- girder steel
- steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 46
- 239000010959 steel Substances 0.000 title claims abstract description 46
- 238000010276 construction Methods 0.000 title claims abstract description 26
- 239000003351 stiffener Substances 0.000 claims abstract description 13
- 238000000034 method Methods 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a hoist and mount of many roof beams of girder steel construction cluster are put, it includes mainboard (1) its characterized in that, is provided with horizontal stiffener (4) and vertical stiffener (5) on mainboard (1) mainboard (1) top symmetry of vertical stiffener (5) both sides is provided with main atress snap ring (2) that are connected with hoisting equipment's couple mainboard (1) below is central symmetry with vertical stiffener (5) and is provided with a plurality of hoist and mount snap ring (3) that are used for hoisting the girder steel. The utility model discloses can realize once carrying on the hoist and mount of many steel members, improve hoist and mount efficiency, guarantee the security of many component hoist and mount processes simultaneously, save wire rope's quantity, the simple operation is reliable.
Description
Technical field
This utility model relates to Installation Technology of Steel Structure field, is specifically related to steel girder erection and a kind of device that can simultaneously carry out many lifting components when constructing of unloading.Belong to construction steel structure technical field.
Background technology
Along with the development of building trade, steel construction also gets more and more in the application of building trade.The steel beam column major part of construction steel structure is steel column, girder steel, and wherein the quantity of girder steel is many and construction weight is the lightest.During steel construction site operation, Main Hoisting Machinery is tower crane, truck crane and crawler crane, and the proportion that crane gear cost accounts for engineering cost is the biggest；Meanwhile, the construction period of construction steel structure is urgent, and the lifting efficiency improving steel beam column is particularly important.
In current Construction of Steel Structure, steel beam lifting mainly uses the lifting mode of " beam one hangs ".In the case of girder steel less in cross section, lighter in weight is a fairly large number of, this kind of mode lifts inefficiency, and construction cost is too high, both cannot meet construction period, also cannot ensure the control of engineering cost.Additionally, engineering construction is on-the-spot steel beam lifting be there is also to the mode that the mode directly hung carries out lifting with steel wire rope string, every girder steel uniform two pass steel wire rope is directly hung on suspension hook, and girder steel misplaces up and down and hangs successively.This kind of lifting mode, steel wire rope consumption is big, and in hoisting process, steel wire rope easily distorts knotting, there is serious construction risk.
This engineering steel construction scale of construction is big, and steel beam column is large number of, and the duration is urgent, how ensure that site operation safety, improves the difficult problem that on-the-spot efficiency of construction is this engineering.
Summary of the invention
The purpose of this utility model is to overcome above-mentioned deficiency, it is provided that a kind of safe and reliable while can carry out the device of many steel beam column lifting, safe ready, be greatly improved efficiency of construction.
The purpose of this utility model is achieved in that a kind of girder steel construction many beams string device for hoisting, it includes mainboard, mainboard is provided with lateral stiffening plate and longitudinal stiffener, it is symmetrically arranged with, above the mainboard of described longitudinal stiffener both sides, the main stress snap ring that the hook with crane gear is connected, below described mainboard, centered by longitudinal stiffener, is symmetrically arranged with multiple lifting snap ring for hoisting steel beam.
Compared with prior art, the beneficial effects of the utility model are:
This utility model can realize once carrying out the lifting of many steel beam column, improves lifting efficiency, ensure that the safety of many lifting component processes simultaneously, saves the consumption of steel wire rope, and simple operation is reliable.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the side view of Fig. 1.
Fig. 3 is use state diagram of the present utility model.
Wherein:
Mainboard 1
Main stress snap ring 2
Lifting snap ring 3
Lateral stiffening plate 4
Longitudinal stiffener 5.
Detailed description of the invention
Seeing Fig. 1 Fig. 3, this utility model relates to a kind of girder steel construction many beams string device for hoisting, including mainboard 1,10t main stress snap ring 2,5t lifting snap ring 3, lateral stiffening plate 4 and longitudinal stiffener 5.The scope of application of girder steel construction hoisting device is mainly used for the lifting of the girder steel less than or equal to 2t.Unloading or in installation process at girder steel, construction mainboard upper end uses the main stress snap ring 2 of 2 10t, it is connected with the hook of crane gear by steel wire rope, the lower end lifting snap ring 3 by 5t, draw from Inside To Outside symmetry centered by longitudinal stiffener 5 and set steel wire rope, spacing between each lifting snap ring 3 is 150cm, and misplace hoisting steel beam up and down.A piece girder steel is lifted by two symmetrical steel wire ropes.Simultaneously according to crane gear and construction floor clear height, carry out construct " shoulder pole " adjustment of upper and lower side rope capacity, the consumption of minimizing construction steel wire rope.
Claims (1)
1. girder steel construction many beams string device for hoisting, it is characterized in that it includes mainboard (1), mainboard (1) is provided with lateral stiffening plate (4) and longitudinal stiffener (5), mainboard (1) top in described longitudinal stiffener (5) both sides is symmetrically arranged with the main stress snap ring (2) that the hook with crane gear is connected, and is symmetrically arranged with multiple lifting snap ring (3) for hoisting steel beam in described mainboard (1) lower section centered by longitudinal stiffener (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620247363.XU CN205637617U (en) | 2016-03-29 | 2016-03-29 | Hoist and mount of many roof beams of girder steel construction cluster are put |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620247363.XU CN205637617U (en) | 2016-03-29 | 2016-03-29 | Hoist and mount of many roof beams of girder steel construction cluster are put |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205637617U true CN205637617U (en) | 2016-10-12 |
Family
ID=57074761
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620247363.XU Active CN205637617U (en) | 2016-03-29 | 2016-03-29 | Hoist and mount of many roof beams of girder steel construction cluster are put |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205637617U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111056426A (en) * | 2020-01-17 | 2020-04-24 | 中铁大桥局第七工程有限公司 | Lifting appliance for simultaneously lifting multiple frame structure steel beam assemblies and using method thereof |
| CN112010156A (en) * | 2020-09-16 | 2020-12-01 | 中国五冶集团有限公司 | Super high-rise high-efficiency steel beam lifting appliance and lifting method thereof |
-
2016
- 2016-03-29 CN CN201620247363.XU patent/CN205637617U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111056426A (en) * | 2020-01-17 | 2020-04-24 | 中铁大桥局第七工程有限公司 | Lifting appliance for simultaneously lifting multiple frame structure steel beam assemblies and using method thereof |
| CN112010156A (en) * | 2020-09-16 | 2020-12-01 | 中国五冶集团有限公司 | Super high-rise high-efficiency steel beam lifting appliance and lifting method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 3801, 38 / F, China Construction Science and engineering building, No. 3331, Weilan Coast Community Central Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Science And Industry Co.,Ltd. Address before: 518000 Guangdong Shenzhen Futian District Che Kung Temple Riverfront Avenue deep industry Tien pine building 17 floor 17A Patentee before: China Construction Steel Structure Corp.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221116 Address after: Room 1908, Chengtou Xin Times Building, No. 2009, Pingshan Avenue, Liulian Community, Pingshan Street, Pingshan District, Shenzhen 518000 Patentee after: China Construction Steel Engineering Co.,Ltd. Address before: 3801, 38 / F, China Construction Science and engineering building, No. 3331, Weilan Coast Community Central Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee before: China Construction Science And Industry Co.,Ltd. |
|
| TR01 | Transfer of patent right |