CN106545028A - Light Steel-Structure Factory with Steel rim of a cup post method for rapidly mounting - Google Patents
Light Steel-Structure Factory with Steel rim of a cup post method for rapidly mounting Download PDFInfo
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- CN106545028A CN106545028A CN201510588087.3A CN201510588087A CN106545028A CN 106545028 A CN106545028 A CN 106545028A CN 201510588087 A CN201510588087 A CN 201510588087A CN 106545028 A CN106545028 A CN 106545028A
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Abstract
The present invention relates to light Steel-Structure Factory with Steel, more particularly to the installation of light Steel-Structure Factory with Steel rim of a cup post.A kind of light Steel-Structure Factory with Steel rim of a cup post method for rapidly mounting, it includes:Step one, places rectangular loop at basic cup bottom, and withstands rim of a cup inwall and fix, and rectangular loop inside dimension is slightly larger than steel column overall dimensions;Step 2, steel column lifting insertion rim of a cup, makes suspension column fall in the rectangular loop that glass bottom places, is then carrying out centering to steel column;Step 3, after centering is finished, withstands rim of a cup inwall and steel column at rim of a cup with angle steel and welds to fix, make steel column stable immediately, and after having drawn cable wind rope, loop wheel machine can pine hook;Step 4, carries out concrete grouting, and makees second steel column correcting the installation for completing cup-rim steel column to basic rim of a cup.The present invention can reduce construction volume, and steel column centering is convenient and time-saving, low cost.
Description
Technical field
The present invention relates to light Steel-Structure Factory with Steel, more particularly to the installation of light Steel-Structure Factory with Steel rim of a cup post.
Background technology
The characteristics of rim of a cup post of light Steel-Structure Factory with Steel has tedious process in work progress, after rim of a cup post construction conventional process flow is usually steel column insertion rim of a cup, chock is accomplished fluently at rim of a cup, and beat ground crab-bolt pulling cable wind rope and fix, then the construction technology of interim correction is carried out by adjusting cable wind rope, time-consuming will so to cause steel column to be installed, and the construction situation that verticality of steel column control is difficult, cause working measure amount big, machinery is more using machine-team, the big Construction State of the scope of operation.
The content of the invention
It is contemplated that overcoming the defect of prior art, there is provided a kind of light Steel-Structure Factory with Steel rim of a cup post method for rapidly mounting.The present invention can reduce construction volume, and steel column centering is convenient and time-saving, low cost.
In order to solve above-mentioned technical problem, a kind of light Steel-Structure Factory with Steel rim of a cup post method for rapidly mounting, it includes:
Step one, places the rectangular loop made in advance, and withstands rim of a cup inwall and fix at basic cup bottom, and rectangular loop inside dimension is slightly larger than steel column overall dimensions;
Step 2, steel column lifting insertion rim of a cup, and makes suspension column fall in rectangular loop, then at the rim of a cup on basis coordinates steel bench to correct steel column temporarily with jack;
Step 3, after finishing to steel column centering, withstands rim of a cup inwall and steel column at rim of a cup with angle steel and welds to fix, make steel column stable immediately, and after having drawn cable wind rope, loop wheel machine can pine hook;
Step 4, carries out concrete grouting, and makees second steel column correcting the installation for completing cup-rim steel column to basic rim of a cup.
Described light Steel-Structure Factory with Steel rim of a cup post method for rapidly mounting, the rectangular loop are made using angle steel.
The bottom rectangle loop device of steel column of the present invention is fixed so that suspension column is maintained static, and can quickly carry out para-position adjustment at rim of a cup.Steel column is installed and is changed to column base restraint by the cable wind rope adjustment at top, at column base restraint point and rim of a cup obligatory point distance closer to, then coordinate capital pulling cable wind rope to fix, form 3 points of constraints, after making loop wheel machine break off relations, steel column is more stable.The present invention improves rim of a cup post installation effectiveness, reduces mechanical one-shift, the reduction of erection time, strengthens construction efficiency.
Description of the drawings
Fig. 1 is the rectangular loop arrangement schematic diagram.
Specific embodiment
Refer to Fig. 1, a kind of light Steel-Structure Factory with Steel rim of a cup post method for rapidly mounting of the present invention, it includes,
In basic cup bottom and rim of a cup inwall snap the line, the rectangular loop 1 welded by angle steel is placed, rectangular loop inner ring is more slightly larger than suspension column size, and the welding of 3 inwall of rim of a cup is withstood with angle steel 2 and straight-flanked ring is fixed in rim of a cup bottom and do not move.
When steel column hangs top 200mm in place, shut down and stablize, after the basic rim of a cup of alignment, slowly fall to making suspension column to insert in the straight-flanked ring of rim of a cup bottom.
Check that four side centrage of steel column obtains alignment case with basic cross axis(To take into account on four sides), the front and side of steel column adds jack to carry out para-position using steel bench and corrects temporarily at the rim of a cup, makes the lifting directrix on the lifting centrage alignment rim of a cup of post.
If meeting the requirements after steel column para-position, rim of a cup inwall is withstood at rim of a cup with angle steel and is welded to fix with steel column.
After having drawn cable wind rope, loop wheel machine just can loose hook.Carry out concrete to be in the milk and make the installation that steel column second-order correction completes cup-rim steel column to basic rim of a cup.
Claims (2)
1. a kind of light Steel-Structure Factory with Steel rim of a cup post method for rapidly mounting, it is characterised in that it includes:
Step one, places the rectangular loop made in advance, and withstands rim of a cup inwall and fix at basic cup bottom, and rectangular loop inside dimension is slightly larger than steel column overall dimensions;
Step 2, steel column lifting insertion rim of a cup, and makes suspension column fall in rectangular loop, then at the rim of a cup on basis coordinates steel bench to correct steel column temporarily with jack;
Step 3, after finishing to steel column centering, withstands rim of a cup inwall and steel column at rim of a cup with angle steel and welds to fix, make steel column stable immediately, and after having drawn cable wind rope, loop wheel machine can pine hook;
Step 4, carries out concrete grouting, and makees second steel column correcting the installation for completing cup-rim steel column to basic rim of a cup.
2. light Steel-Structure Factory with Steel rim of a cup post method for rapidly mounting according to claim 1, it is characterised in that the rectangular loop is made using angle steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201510588087.3A CN106545028A (en) | 2015-09-16 | 2015-09-16 | Light Steel-Structure Factory with Steel rim of a cup post method for rapidly mounting |
Applications Claiming Priority (1)
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CN201510588087.3A CN106545028A (en) | 2015-09-16 | 2015-09-16 | Light Steel-Structure Factory with Steel rim of a cup post method for rapidly mounting |
Publications (1)
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CN106545028A true CN106545028A (en) | 2017-03-29 |
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CN201510588087.3A Pending CN106545028A (en) | 2015-09-16 | 2015-09-16 | Light Steel-Structure Factory with Steel rim of a cup post method for rapidly mounting |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108661189A (en) * | 2018-07-11 | 2018-10-16 | 中冶长天国际工程有限责任公司 | A kind of steel box column splicing node and its installation method |
CN108868285A (en) * | 2018-05-07 | 2018-11-23 | 南京宁风能源科技有限公司 | A kind of wind-powered electricity generation place anemometer tower suitable for different terrain |
CN114000532A (en) * | 2021-11-17 | 2022-02-01 | 中国二十冶集团有限公司 | Mounting and positioning method for cup-mouth foundation square steel column |
CN114086593A (en) * | 2021-11-26 | 2022-02-25 | 中冶(上海)钢结构科技有限公司 | Method for quickly adjusting elevation of bottom of cup foundation steel column |
CN108661189B (en) * | 2018-07-11 | 2023-12-29 | 中冶长天国际工程有限责任公司 | Box-type steel column splicing joint and installation method thereof |
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JP2002256573A (en) * | 2001-03-02 | 2002-09-11 | Chubu Electric Power Co Inc | Foundation for existing foundation reinforcing steel tower and construction method for it |
KR101050956B1 (en) * | 2008-07-16 | 2011-07-20 | 이창남 | Rebar prefabricated column method |
CN203080546U (en) * | 2013-02-06 | 2013-07-24 | 陕西建工集团机械施工有限公司 | Prefabricated column concrete cup opening base double-layer limiting fixed structure |
CN204024091U (en) * | 2014-08-19 | 2014-12-17 | 山东莱钢建设有限公司 | A kind of Construction of Steel Structure steel column installation adjusting device |
CN104265000A (en) * | 2014-09-12 | 2015-01-07 | 北京首钢建设集团有限公司 | Column mounting method for cup foundation |
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2015
- 2015-09-16 CN CN201510588087.3A patent/CN106545028A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2002256573A (en) * | 2001-03-02 | 2002-09-11 | Chubu Electric Power Co Inc | Foundation for existing foundation reinforcing steel tower and construction method for it |
KR101050956B1 (en) * | 2008-07-16 | 2011-07-20 | 이창남 | Rebar prefabricated column method |
CN203080546U (en) * | 2013-02-06 | 2013-07-24 | 陕西建工集团机械施工有限公司 | Prefabricated column concrete cup opening base double-layer limiting fixed structure |
CN204024091U (en) * | 2014-08-19 | 2014-12-17 | 山东莱钢建设有限公司 | A kind of Construction of Steel Structure steel column installation adjusting device |
CN104265000A (en) * | 2014-09-12 | 2015-01-07 | 北京首钢建设集团有限公司 | Column mounting method for cup foundation |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108868285A (en) * | 2018-05-07 | 2018-11-23 | 南京宁风能源科技有限公司 | A kind of wind-powered electricity generation place anemometer tower suitable for different terrain |
CN108661189A (en) * | 2018-07-11 | 2018-10-16 | 中冶长天国际工程有限责任公司 | A kind of steel box column splicing node and its installation method |
CN108661189B (en) * | 2018-07-11 | 2023-12-29 | 中冶长天国际工程有限责任公司 | Box-type steel column splicing joint and installation method thereof |
CN114000532A (en) * | 2021-11-17 | 2022-02-01 | 中国二十冶集团有限公司 | Mounting and positioning method for cup-mouth foundation square steel column |
CN114000532B (en) * | 2021-11-17 | 2023-02-21 | 中国二十冶集团有限公司 | Mounting and positioning method for cup-mouth foundation square steel column |
CN114086593A (en) * | 2021-11-26 | 2022-02-25 | 中冶(上海)钢结构科技有限公司 | Method for quickly adjusting elevation of bottom of cup foundation steel column |
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Application publication date: 20170329 |