CN107575032A - A kind of bolt-ball net frame roofing installation method - Google Patents
A kind of bolt-ball net frame roofing installation method Download PDFInfo
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- CN107575032A CN107575032A CN201710583758.6A CN201710583758A CN107575032A CN 107575032 A CN107575032 A CN 107575032A CN 201710583758 A CN201710583758 A CN 201710583758A CN 107575032 A CN107575032 A CN 107575032A
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- 238000000034 method Methods 0.000 title claims abstract description 24
- 238000009434 installation Methods 0.000 title claims abstract description 15
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- 238000006243 chemical reaction Methods 0.000 claims abstract description 4
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- 241000219122 Cucurbita Species 0.000 claims description 9
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- 230000015572 biosynthetic process Effects 0.000 claims description 3
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Abstract
The invention discloses a kind of bolt-ball net frame roofing installation method, comprise the following steps：1st, assemble steel structure net rack center can lift unit；The 2nd, dead man is set；The 3rd, chain block and cable wind rope are installed；4th, be segmented lifting using dead man and extend out assembled steel structure net rack can lift unit；5th, the preparation continued to lift up using concrete column is operated；6th, the conversion of chain block；7th, be segmented lifting using concrete column and extend out steel structure net rack can lift unit；8th, steel structure net rack is promoted to design height；9th, the fixation of steel structure net rack.The present invention solves when being lifted in medium and small span ones to steel structure net rack, due to large-scale lifting means cannot be introduced into and caused by can not carry out overall lifting in face of steel structure net rack on ground, and merely using the lifting construction problem of insurmountable steel structure net rack during dead man lifting, reduce work high above the ground hidden danger, accelerating construction progress simultaneously.
Description
Technical field
The invention belongs to steel building technical field of construction, and in particular to a kind of bolt-ball net frame roofing installation method.
Background technology
Steel structure net rack is relatively common structure type, has big from heavy and light, rigidity, can be processed, is usually used in batch production
Roof structure.In Practical Project construction, when steel construction enters construction, civil engineering concrete structure has typically been constructed completions, live
Construction site condition can not change.
Rack installation method is more various, can be summarized as seven kinds of main field erected methods, respectively high-altitude dissipates
Dress method, slitting or piecemeal Method for Installation, sliding method, whole hanging method, Integral Lifting, integrated lifting and folding and expanding integrally carry
The method of liter.Seven kinds of methods respectively have feature, can be selected according to specific grid structure form and site condition.
But above-mentioned centralized way has respective weak point：Assembly in pieces at height needs a large amount of steel pipe scaffolds to set up
Operating platform, construction period, operating expenses are higher；Slitting or piecemeal Method for Installation, whole hanging method need large lifting equipment,
For narrow space, the unapproachable construction site of crane gear can not use；Sliding method needs open construction site and specially
The slip device of door；Folding and expanding Integral Lifting is then the installation method used for the rack of particular design；When construction is empty
Between it is narrow and small when, Integral Lifting or integrated lifting can be selected, integrated lifting uses hydraulic jacking equipment and interim branch
Support, domestic common hydraulic jacking equipment stroke is 2-3 rice at present, and the jacking of rack needs repeatedly to carry out, and process is numerous and diverse, applies
Safe mass control is difficult in work.
The content of the invention
Goal of the invention：The present invention is directed to deficiency of the prior art, proposes a kind of bolt-ball net frame roofing installation method, solves
Determined when being lifted in medium and small span ones to steel structure net rack, due to large-scale lifting means cannot be introduced into and caused by
Insurmountable steel structure net rack when can not carry out overall lifting in face of steel structure net rack on ground, and be lifted using dead man merely
Lifting construction problem, while reduce work high above the ground hidden danger, accelerating construction progress.
Technical scheme：A kind of bolt-ball net frame roofing installation method of the present invention, comprises the following steps：
Step 1, assemble steel structure net rack center can lift unit；Midpoint and the center line of steel structure net rack are released, steel is installed
The rod member of structure rack center line both sides, be assembled into steel structure net rack center can lift unit；
Step 2, dead man is set；The steel structure net rack center being completed can the inside of lift unit bars of eradicating are set more；
Step 3, chain block and cable wind rope are installed；Pulled each first and a chain block is respectively hung on gourd hook；Simultaneously
The cable wind rope of four direction is fixed on each cable wind rope hook；
Step 4, be segmented lifting using dead man and extend out steel structure net rack can lift unit；By the chain sling on chain block with
Steel structure net rack center can lift unit be connected, and by chain block by steel structure net rack center can lift unit lifted
To the height that can extend out one layer, steel structure net rack center can lift unit outer ring weld one layer of rack and form steel construction net
The first layer of frame can lift unit, continue to lift up steel structure net rack first layer can lift unit to the height that can extend out the second layer
Degree, welded again in first layer lift unit outer ring one layer of rack formed steel structure net rack the second layer can lift unit, continue to carry
Rise steel structure net rack the second layer can lift unit to the height that can extend out third layer and carry out extending out for third layer to form steel
The third layer of structure rack can lift unit, and so on, until by the lifting of the lift unit at steel structure net rack center to pulling out
Extended out during the maximum height that bar is supported to form the N layers of steel structure net rack can lift unit；
Step 5, the preparation continued to lift up using concrete column is operated；Second is welded on the built-in fitting of building concrete post
Chain block is linked up with；The lifting bracket as rack lifting hanging point is down welded at the lower edge ball of rack simultaneously；
Step 6, the conversion of chain block；Chain block at the top of dead man is transferred into second to pull on gourd hook, simultaneously will
Chain block and steel structure net rack center can the hanging point of lift unit be transformed on lifting bracket；
Step 7, be segmented lifting using concrete column and extend out steel structure net rack can lift unit；Can lift unit first to room
Each hoist point of interlude of veil frame is lifted in proportion, until interlude rises to its both ends the first both ends adjacent thereto
Suspend at section connecting position, then carrying out assembly with adjacent first both ends section to interlude closes up, and makes interlude and the first both ends
Section integrator, forms the second interlude, then each hoist point of the second interlude is lifted in proportion, until among second
Section, which is risen at the second both ends section connecting position adjacent thereto of its both ends, to be suspended, then to the second interlude and adjacent second liang
End section carries out assembly and closed up, and makes the second interlude and the second both ends section integrator, the 3rd interlude is formed, by that analogy to shape
Into N interludes, carry out assembly with N both ends section and close up to the complete curved surface entirety rack of formation；
Step 8, steel structure net rack is promoted to design height；Workmen utilizes the built-in fitting on concrete column and lifting branch
Steel structure net rack lifting is arrived design height by frame by chain block；
Step 9, the fixation of steel structure net rack；After steel structure net rack lifting to design height, installed on steel structure net rack
Net rack support, while lifting bracket and second are pulled into gourd hook excision, finally complete the fixation of steel structure net rack.
Further, the quantity of the dead man described in step 2 is 4 ~ 8, and all dead mans are symmetrical arranged.
Further, can lift unit include the described curved-surface net rack of roof of flexible steel twisted wire connection, flexible steel twisted wire with
The tie point of curved-surface net rack of roof is hoist point.
Further, the both ends of interlude are placed in ground floor, and both ends section is supported close to one end of interlude by falsework,
One end away from interlude is placed in ground floor.
Beneficial effect：The present invention solves when being lifted in medium and small span ones to steel structure net rack, due to big
Type lifting means cannot be introduced into and caused by can not carry out overall lifting in face of steel structure net rack on ground, and use dead man merely
The lifting construction problem of insurmountable steel structure net rack during lifting, while reduce work high above the ground hidden danger, accelerating construction progress.
Embodiment
With reference to specific embodiment, the invention will be further described：
Embodiment 1
A kind of bolt-ball net frame roofing installation method, comprises the following steps：
Step 1, assemble steel structure net rack center can lift unit；Midpoint and the center line of steel structure net rack are released, steel is installed
The rod member of structure rack center line both sides, be assembled into steel structure net rack center can lift unit；
Step 2, dead man is set；The steel structure net rack center being completed can the inside of lift unit bars of eradicating are set more；
Step 3, chain block and cable wind rope are installed；Pulled each first and a chain block is respectively hung on gourd hook；Simultaneously
The cable wind rope of four direction is fixed on each cable wind rope hook；
Step 4, be segmented lifting using dead man and extend out steel structure net rack can lift unit；By the chain sling on chain block with
Steel structure net rack center can lift unit be connected, and by chain block by steel structure net rack center can lift unit lifted
To the height that can extend out one layer, steel structure net rack center can lift unit outer ring weld one layer of rack and form steel construction net
The first layer of frame can lift unit, continue to lift up steel structure net rack first layer can lift unit to the height that can extend out the second layer
Degree, welded again in first layer lift unit outer ring one layer of rack formed steel structure net rack the second layer can lift unit, continue to carry
Rise steel structure net rack the second layer can lift unit to the height that can extend out third layer and carry out extending out for third layer to form steel
The third layer of structure rack can lift unit, and so on, until by the lifting of the lift unit at steel structure net rack center to pulling out
Extended out during the maximum height that bar is supported to form the N layers of steel structure net rack can lift unit；
Step 5, the preparation continued to lift up using concrete column is operated；Second is welded on the built-in fitting of building concrete post
Chain block is linked up with；The lifting bracket as rack lifting hanging point is down welded at the lower edge ball of rack simultaneously；
Step 6, the conversion of chain block；Chain block at the top of dead man is transferred into second to pull on gourd hook, simultaneously will
Chain block and steel structure net rack center can the hanging point of lift unit be transformed on lifting bracket；
Step 7, be segmented lifting using concrete column and extend out steel structure net rack can lift unit；Can lift unit first to room
Each hoist point of interlude of veil frame is lifted in proportion, until interlude rises to its both ends the first both ends adjacent thereto
Suspend at section connecting position, then carrying out assembly with adjacent first both ends section to interlude closes up, and makes interlude and the first both ends
Section integrator, forms the second interlude, then each hoist point of the second interlude is lifted in proportion, until among second
Section, which is risen at the second both ends section connecting position adjacent thereto of its both ends, to be suspended, then to the second interlude and adjacent second liang
End section carries out assembly and closed up, and makes the second interlude and the second both ends section integrator, the 3rd interlude is formed, by that analogy to shape
Into N interludes, carry out assembly with N both ends section and close up to the complete curved surface entirety rack of formation；
Step 8, steel structure net rack is promoted to design height；Workmen utilizes the built-in fitting on concrete column and lifting branch
Steel structure net rack lifting is arrived design height by frame by chain block；
Step 9, the fixation of steel structure net rack；After steel structure net rack lifting to design height, installed on steel structure net rack
Net rack support, while lifting bracket and second are pulled into gourd hook excision, finally complete the fixation of steel structure net rack.
Further, the quantity of the dead man described in step 2 is 4 ~ 8, and all dead mans are symmetrical arranged.
Further, can lift unit include the described curved-surface net rack of roof of flexible steel twisted wire connection, flexible steel twisted wire with
The tie point of curved-surface net rack of roof is hoist point.
Further, the both ends of interlude are placed in ground floor, and both ends section is supported close to one end of interlude by falsework,
One end away from interlude is placed in ground floor.
The present invention solves when being lifted in medium and small span ones to steel structure net rack, due to large-scale lifting means
Cannot be introduced into and caused by can not carry out overall lifting in face of steel structure net rack on ground, and can not when being lifted using dead man merely
The lifting construction problem of the steel structure net rack of solution, while reduce work high above the ground hidden danger, accelerating construction progress.
The above described is only a preferred embodiment of the present invention, any formal limitation not is made to the present invention, though
So the present invention is disclosed above with preferred embodiment, but is not limited to the present invention, any to be familiar with this professional technology people
Member, without departing from the scope of the present invention, when the technology contents using the disclosure above make a little change or modification
For the equivalent embodiment of equivalent variations, as long as being the content without departing from technical solution of the present invention, the technical spirit according to the present invention
Any simple modification, equivalent change and modification made to above example, in the range of still falling within technical solution of the present invention.
Claims (4)
- A kind of 1. bolt-ball net frame roofing installation method, it is characterised in that：Step 1, assemble steel structure net rack center can lift unit；Midpoint and the center line of steel structure net rack are released, steel is installed The rod member of structure rack center line both sides, be assembled into steel structure net rack center can lift unit；Step 2, dead man is set；The steel structure net rack center being completed can the inside of lift unit bars of eradicating are set more；Step 3, chain block and cable wind rope are installed；Pulled each first and a chain block is respectively hung on gourd hook；Simultaneously The cable wind rope of four direction is fixed on each cable wind rope hook；Step 4, be segmented lifting using dead man and extend out steel structure net rack can lift unit；By the chain sling on chain block with Steel structure net rack center can lift unit be connected, and by chain block by steel structure net rack center can lift unit lifted To the height that can extend out one layer, steel structure net rack center can lift unit outer ring weld one layer of rack and form steel construction net The first layer of frame can lift unit, continue to lift up steel structure net rack first layer can lift unit to the height that can extend out the second layer Degree, welded again in first layer lift unit outer ring one layer of rack formed steel structure net rack the second layer can lift unit, continue to carry Rise steel structure net rack the second layer can lift unit to the height that can extend out third layer and carry out extending out for third layer to form steel The third layer of structure rack can lift unit, and so on, until by the lifting of the lift unit at steel structure net rack center to pulling out Extended out during the maximum height that bar is supported to form the N layers of steel structure net rack can lift unit；Step 5, the preparation continued to lift up using concrete column is operated；Second is welded on the built-in fitting of building concrete post Chain block is linked up with；The lifting bracket as rack lifting hanging point is down welded at the lower edge ball of rack simultaneously；Step 6, the conversion of chain block；Chain block at the top of dead man is transferred into second to pull on gourd hook, simultaneously will Chain block and steel structure net rack center can the hanging point of lift unit be transformed on lifting bracket；Step 7, be segmented lifting using concrete column and extend out steel structure net rack can lift unit；Can lift unit first to room Each hoist point of interlude of veil frame is lifted in proportion, until interlude rises to its both ends the first both ends adjacent thereto Suspend at section connecting position, then carrying out assembly with adjacent first both ends section to interlude closes up, and makes interlude and the first both ends Section integrator, forms the second interlude, then each hoist point of the second interlude is lifted in proportion, until among second Section, which is risen at the second both ends section connecting position adjacent thereto of its both ends, to be suspended, then to the second interlude and adjacent second liang End section carries out assembly and closed up, and makes the second interlude and the second both ends section integrator, the 3rd interlude is formed, by that analogy to shape Into N interludes, carry out assembly with N both ends section and close up to the complete curved surface entirety rack of formation；Step 8, steel structure net rack is promoted to design height；Workmen utilizes the built-in fitting on concrete column and lifting branch Steel structure net rack lifting is arrived design height by frame by chain block；Step 9, the fixation of steel structure net rack；After steel structure net rack lifting to design height, installed on steel structure net rack Net rack support, while lifting bracket and second are pulled into gourd hook excision, finally complete the fixation of steel structure net rack.
- A kind of 2. bolt-ball net frame roofing installation method according to claim 1, it is characterised in that：Institute in step 2 The quantity for the dead man stated is 4 ~ 8, and all dead mans are symmetrical arranged.
- A kind of 3. bolt-ball net frame roofing installation method according to claim 1, it is characterised in that：Can lift unit bag Include the described curved-surface net rack of roof of flexible steel twisted wire connection, the tie point as lifting of flexible steel twisted wire and curved-surface net rack of roof Point.
- A kind of 4. bolt-ball net frame roofing installation method according to claim 1, it is characterised in that：The both ends of interlude Ground floor is placed in, both ends section is supported close to one end of interlude by falsework, and one end away from interlude is placed in ground floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201710583758.6A CN107575032A (en) | 2017-07-18 | 2017-07-18 | A kind of bolt-ball net frame roofing installation method |
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| CN201710583758.6A CN107575032A (en) | 2017-07-18 | 2017-07-18 | A kind of bolt-ball net frame roofing installation method |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138452A (en) * | 2018-10-19 | 2019-01-04 | 青岛建集团有限公司 | Heavy construction bolt sphere steel pipe rack entirety fast lifting construction technology |
| CN110792172A (en) * | 2019-10-23 | 2020-02-14 | 上海园林绿化建设有限公司 | Construction method of aluminum alloy cloud nest structure |
| CN112324157A (en) * | 2020-10-27 | 2021-02-05 | 长江精工钢结构(集团)股份有限公司 | Installation method of electric power synchronous lifting net rack |
| CN113374275A (en) * | 2021-05-08 | 2021-09-10 | 北京市机械施工集团有限公司 | Construction method for integrally lifting steel structure in house-in-house form |
| CN117211413A (en) * | 2023-04-20 | 2023-12-12 | 中建八局新型建造工程有限公司 | Construction method of lifting the grid as a whole in a folded state and rotating and installing the grid in sections |
| CN117266581A (en) * | 2023-08-22 | 2023-12-22 | 浙江东南绿建集成科技有限公司 | A lifting and unloading system for a super-large-area grid and its construction and forming method |
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|---|---|---|---|---|
| CN102926547A (en) * | 2012-11-28 | 2013-02-13 | 中国建筑第八工程局有限公司 | Installation method of curved-surface net rack of roof |
| CN103352576A (en) * | 2013-07-24 | 2013-10-16 | 山东锦城钢结构有限责任公司 | Externally expanding, assembling, converting and lifting method for medium/small span steel structure roof net rack |
| CN106481083A (en) * | 2015-08-24 | 2017-03-08 | 华北冶建工程建设有限公司 | A kind of installation method of globe building steel construction |
-
2017
- 2017-07-18 CN CN201710583758.6A patent/CN107575032A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102926547A (en) * | 2012-11-28 | 2013-02-13 | 中国建筑第八工程局有限公司 | Installation method of curved-surface net rack of roof |
| CN103352576A (en) * | 2013-07-24 | 2013-10-16 | 山东锦城钢结构有限责任公司 | Externally expanding, assembling, converting and lifting method for medium/small span steel structure roof net rack |
| CN106481083A (en) * | 2015-08-24 | 2017-03-08 | 华北冶建工程建设有限公司 | A kind of installation method of globe building steel construction |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138452A (en) * | 2018-10-19 | 2019-01-04 | 青岛建集团有限公司 | Heavy construction bolt sphere steel pipe rack entirety fast lifting construction technology |
| CN110792172A (en) * | 2019-10-23 | 2020-02-14 | 上海园林绿化建设有限公司 | Construction method of aluminum alloy cloud nest structure |
| CN112324157A (en) * | 2020-10-27 | 2021-02-05 | 长江精工钢结构(集团)股份有限公司 | Installation method of electric power synchronous lifting net rack |
| CN112324157B (en) * | 2020-10-27 | 2021-12-14 | 长江精工钢结构(集团)股份有限公司 | Installation method of electric power synchronous lifting net rack |
| CN113374275A (en) * | 2021-05-08 | 2021-09-10 | 北京市机械施工集团有限公司 | Construction method for integrally lifting steel structure in house-in-house form |
| CN113374275B (en) * | 2021-05-08 | 2022-10-14 | 北京市机械施工集团有限公司 | Construction method for integrally lifting steel structure in house-in-house form |
| CN117211413A (en) * | 2023-04-20 | 2023-12-12 | 中建八局新型建造工程有限公司 | Construction method of lifting the grid as a whole in a folded state and rotating and installing the grid in sections |
| CN117266581A (en) * | 2023-08-22 | 2023-12-22 | 浙江东南绿建集成科技有限公司 | A lifting and unloading system for a super-large-area grid and its construction and forming method |
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