CN104088468B - A kind of steel work Multi-section column lifting automatic decoupling device - Google Patents
A kind of steel work Multi-section column lifting automatic decoupling device Download PDFInfo
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- CN104088468B CN104088468B CN201410332841.2A CN201410332841A CN104088468B CN 104088468 B CN104088468 B CN 104088468B CN 201410332841 A CN201410332841 A CN 201410332841A CN 104088468 B CN104088468 B CN 104088468B
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Abstract
The present invention relates to Multi-section column lifting device in a kind of multi and tall steel building construction and installation process, comprise lifting load-bearing hoop, tensioning governor motion, it is characterized in that: lifting load-bearing hoop by the straight plate of strip and be connected to straight plate two ends be an angle of 90 degrees with straight plate connecting bend is formed, connecting bend has axis hole, and on lifting load-bearing hoop, symmetry is provided with two pieces of lifting otic placodes; Lifting load-bearing hoop is the two pieces be arranged in parallel, between often pair of two pieces lifting load-bearing hoop relative connecting bend, connect a tensioning governor motion with shaft hinge.Its advantage is: structure is simple, and easy to use, safe and reliable, applicability is strong; Achieve lifting complete after automatically-unhooked, avoid the security risk of operating personnel's work high above the ground; In-site installation, convenient disassembly are flexible, improve the operating efficiency that steel column is installed, decrease artificial and mechanical consumption, reduce cost; Use can be cycled to repeat.
Description
Technical field
The present invention relates to Multi-section column lifting device in a kind of multi and tall steel building construction and installation process, be specifically related to a kind of steel work Multi-section column lifting automatic decoupling device, belong to building engineering construction lifting device technical field.
Background technology
The steel column construction and installation of existing multi and tall steel building building, owing to being made and transporting and the restriction of on-the-spot elevating capacity, the mounting method adopting more piece steel column field joint more, steel column segmentation is generally from 5-15 rice not etc., even longer.Common practice is: save that the welding of steel column butt joint place is interim installs location otic placode up and down, doublely does lifting otic placode, carrys additionally temporary ladder before steel column lifting, after steel column hoisted in position, constructor climbs to capital by temporary ladder, opens snap ring and realizes hoist cable and be separated with steel column, complete hoisting process.In this hoisting process, constructor will repeatedly by cat ladder goes decoupling device to steel column top, efficiency of construction is low, and there is larger potential safety hazard.
Summary of the invention
The object of the invention is to do hanger in order to overcome in existing multi and tall steel building more piece steel column installation process by interim location otic placode of installing, constructor is climbed to by temporary ladder in the job steps such as capital decoupling device, labour intensity is high, potential safety hazard is large, the problems such as lifting efficiency is low, provide a kind of and can realize the clamping of suspender and steel column and lift construction sequences such as breaking off relations afterwards, reduce labour intensity, reduce potential safety hazard, improve the steel work Multi-section column lifting automatic decoupling device of lifting efficiency.
The object of the invention is by realize with under type:
The present invention includes lifting load-bearing hoop, tensioning governor motion, it is characterized in that: lifting load-bearing hoop by the straight plate of strip and be connected to straight plate two ends be an angle of 90 degrees with straight plate connecting bend is formed, connecting bend has axis hole, and on lifting load-bearing hoop, symmetry is provided with two pieces of lifting otic placodes; Lifting load-bearing hoop is the two pieces be arranged in parallel, between often pair of two pieces lifting load-bearing hoop relative connecting bend, connect a tensioning governor motion with shaft hinge.
Described tensioning governor motion is made up of the first shaft-like adjustment long nut, the first adjusting screw(rod), the second shaft-like adjustment long nut, the second adjusting screw(rod), band spacer pin, first shaft-like adjustment long nut is identical with the second shaft-like adjustment long nut structure, be all that one end is provided with screw socket, the other end is provided with axis hole; First adjusting screw(rod) is identical with the second adjusting screw(rod) structure, are all one end is the end of thread, and the other end is provided with limit pin hole; First adjusting screw(rod) and the first shaft-like adjustment long nut threaded engagement, the second adjusting screw(rod) and the second shaft-like adjustment long nut threaded engagement, the limit pin hole of the first adjusting screw(rod) and the second adjusting screw(rod) overlaps and uses band spacer pin to connect and compose tensioning governor motion.
Described first adjusting screw(rod) is that positive screw thread coordinates with the first shaft-like adjustment long nut, and the second adjusting screw(rod) is that anti-screw thread coordinates with the second shaft-like adjustment long nut.
Advantage of the present invention is: structure is simple, and easy to use, safe and reliable, applicability is strong; Go for the lifting of box-type section steel column and other H type and the prismatic steel column of cross steel column; Achieve lifting complete after automatically-unhooked, avoid the security risk of operating personnel's work high above the ground; In-site installation, convenient disassembly are flexible, improve the operating efficiency that steel column is installed, decrease artificial and mechanical consumption, reduce cost; Use can be cycled to repeat.
Accompanying drawing explanation
Fig. 1 is the structural representation that the present invention uses in box type column structure lifting;
Fig. 2 is the A-A sectional drawing of Fig. 1;
Fig. 3 is the B-B sectional drawing of Fig. 1;
Fig. 4 is the application schematic diagram of the present invention in steel column hoisting process.
In figure: 1. lift load-bearing hoop, 2. tensioning governor motion, 3. rotating shaft, 4. the first shaft-like adjustment long nut, 5. the first adjusting screw(rod), 6. band spacer pin, 7. the second adjusting screw(rod), 8. the second shaft-like adjustment long nut, 9. steel column, 10. splice otic placode, 11. lifting otic placodes, 12. lifting owner hoist cables, 13. fixed pulleys, 14. lifting drag-lines, 15. pull pin drag-line.
Detailed description of the invention
With reference to accompanying drawing 1,2,3, the present invention includes lifting load-bearing hoop 1, tensioning governor motion 2, lifting load-bearing hoop by the straight plate of strip and be connected to straight plate two ends be an angle of 90 degrees with straight plate connecting bend is formed, connecting bend has axis hole, and on lifting load-bearing hoop, symmetry is provided with two pieces of lifting otic placodes 11; Lifting load-bearing hoop can be made up of Plate Welding, also can be made by section bar.Tensioning governor motion is made up of shaft-like adjustment long nut 8, second adjusting screw(rod) 7 of the first shaft-like adjustment long nut 4, first adjusting screw(rod) 5, second, band spacer pin 6, first shaft-like adjustment long nut is identical with the second shaft-like adjustment long nut structure, be all that one end is provided with screw socket, the other end is provided with axis hole; First adjusting screw(rod) is identical with the second adjusting screw(rod) structure, are all one end is the end of thread, and the other end is provided with limit pin hole; First adjusting screw(rod) and the first shaft-like adjustment long nut adopt positive screw thread threaded engagement, second adjusting screw(rod) and the second shaft-like adjustment long nut adopt anti-screw thread threaded engagement, and the limit pin hole of the first adjusting screw(rod) and the second adjusting screw(rod) overlaps and uses band spacer pin to connect and compose tensioning governor motion; Lifting load-bearing hoop is the two pieces be arranged in parallel, and with rotating shaft 3 chain connection tensioning governor motion between often pair of two pieces lifting load-bearing hoop relative connecting bend, rotating shaft is made up of screw rod and nut, or is detachable bearing pin.
With reference to accompanying drawing 4, during use, lifting load-bearing hoop of the present invention is affixed on the downside that two side roof parts are provided with the splicing box column of otic placode 10 or the splicing otic placode of H profile steel post 9, the lifting otic placode of two pieces lifting load-bearing hoop connects lifting drag-line 14 respectively; Lifting load-bearing hoop two ends tensioning adjusting screw(rod) mechanism strains, and make band spacer pin steel column lifting after perpendicular to horizontal direction and band side upward, tensioning degree firmly can be extracted with band spacer pin and be advisable, band spacer pin is connected with drag-line 15 of pulling pin by fixed pulley 13, and drag-line of pulling pin after lifting is freely sagging; After steel column hoisted in position, suitably loosen lifting owner hoist cable 12, the drag-line of pulling pin of fixed pulley is firmly drawn through by operating personnel, extract band spacer pin, two groups of tensioning governor motions depart from respectively, and automatically sagging by axis of rotation, realize automatically-unhooked, simultaneously by connecting the lifting drag-line of lifting load-bearing hoop respectively to both sides tractive two pieces lifting load-bearing hoop, the main hoist cable of lift crane, realizes suspender and is separated with steel column.
Claims (2)
1. Multi-section column lifting device in a multi and tall steel building construction and installation process, comprise lifting load-bearing hoop, tensioning governor motion, it is characterized in that: lifting load-bearing hoop by the straight plate of strip and be connected to straight plate two ends be an angle of 90 degrees with straight plate connecting bend is formed, connecting bend has axis hole, and on lifting load-bearing hoop, symmetry is provided with two pieces of lifting otic placodes; Lifting load-bearing hoop is the two pieces be arranged in parallel, between often pair of two pieces lifting load-bearing hoop relative connecting bend, connect a tensioning governor motion with shaft hinge; Described tensioning governor motion is made up of the first shaft-like adjustment long nut, the first adjusting screw(rod), the second shaft-like adjustment long nut, the second adjusting screw(rod), band spacer pin, first shaft-like adjustment long nut is identical with the second shaft-like adjustment long nut structure, be all that one end is provided with screw socket, the other end is provided with axis hole; First adjusting screw(rod) is identical with the second adjusting screw(rod) structure, are all one end is the end of thread, and the other end is provided with limit pin hole; First adjusting screw(rod) and the first shaft-like adjustment long nut threaded engagement, the second adjusting screw(rod) and the second shaft-like adjustment long nut threaded engagement, the limit pin hole of the first adjusting screw(rod) and the second adjusting screw(rod) overlaps and uses band spacer pin to connect and compose tensioning governor motion.
2. Multi-section column lifting device in multi and tall steel building construction and installation process according to claim 1, it is characterized in that: described first adjusting screw(rod) is that positive screw thread coordinates with the first shaft-like adjustment long nut, the second adjusting screw(rod) is that anti-screw thread coordinates with the second shaft-like adjustment long nut.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201410332841.2A CN104088468B (en) | 2014-07-14 | 2014-07-14 | A kind of steel work Multi-section column lifting automatic decoupling device |
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CN201410332841.2A CN104088468B (en) | 2014-07-14 | 2014-07-14 | A kind of steel work Multi-section column lifting automatic decoupling device |
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CN104088468A CN104088468A (en) | 2014-10-08 |
CN104088468B true CN104088468B (en) | 2016-04-13 |
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CN106351400B (en) * | 2016-10-11 | 2018-08-28 | 中国建筑股份有限公司海拓工程分公司 | A kind of precast concrete octagonal column assembly device and its installation method |
CN114809668B (en) * | 2022-04-15 | 2023-07-07 | 中建八局第一建设有限公司 | Steel column installation and fixing device and implementation method thereof |
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JPH0713411B2 (en) * | 1992-07-13 | 1995-02-15 | 大和ハウス工業株式会社 | Pillar hanging device |
JP2002364177A (en) * | 2001-06-06 | 2002-12-18 | Junji Tanba | Wire clamp and protective belt for operation such as erecting pole |
CN204040498U (en) * | 2014-07-14 | 2014-12-24 | 内蒙古杭萧钢构有限公司 | A kind of steel work Multi-section column lifting automatic decoupling device |
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