CN103233552A - Giant box-type thick plate column shaped like Chinese character 'Tian' (meaning field in English) and production method thereof - Google Patents
Giant box-type thick plate column shaped like Chinese character 'Tian' (meaning field in English) and production method thereof Download PDFInfo
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- CN103233552A CN103233552A CN2013101509809A CN201310150980A CN103233552A CN 103233552 A CN103233552 A CN 103233552A CN 2013101509809 A CN2013101509809 A CN 2013101509809A CN 201310150980 A CN201310150980 A CN 201310150980A CN 103233552 A CN103233552 A CN 103233552A
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Abstract
The invention discloses a giant box-type thick plate column shaped like a Chinese character 'Tian' (meaning field in English). The giant box-type thick plate column comprise wall plates, a transverse clapboard, a vertical stiffening plate and a web, wherein the wall plates comprise an upper wall plate, a lower wall plate, a left wall plate and a right wall plate; the four wall plates are connected to form a square outer frame; the transverse clapboard is vertically welded on the inner sides of the vertical wall plates; the vertical stiffening plate is vertically welded on the inner sides of the transverse wall plates; the wall plates, the transverse clapboard and the vertical stiffening plate form the Chinese character 'Tian' (meaning field in English); and the web is vertically welded on the inner side of the outer frame. The invention further discloses a production method of the thick plate column. According to the giant box-type thick plate column shaped like the Chinese character 'Tian', due to designs in terms of type and section size, the structure of the column is furthest simplified simultaneously when the bearing force of the column is ensured, raw materials and the cost are saved, and the effective usable area of a building is increased; and meanwhile, the self weight and the earthquake response of the structure are reduced.
Description
Technical field
The invention belongs to the preparation method of a kind of steel work and steel work, be specially and relate to a kind of matrix pattern box slab post that is applied to huge steel work and preparation method thereof.
Background technology
Guangzhou Zhujiang River new city The East Pagoda is positioned at Zhujiang River new city CBD center lot, and project borders on Zhujiang River main road in the west, and the flower city main road is hoped in north, the Xi Ta that has bound with the opposite forms double tower, lay respectively at both sides, new town axis, in the south every the new TV transmission tower in the newly-built Guangzhou of river isologue, north is Milky Way sports center.
The East Pagoda comprises high building, annex and basement three parts, high building is high 518 meters, 112 layers on the ground, to surmount Guangzhou Xi Ta (440.75 meters) after building up, become South China's first high building, because high building integral body is huge, the requirement of the steel column that uses for the centre is very strict, particularly be positioned at the lower end load-bearing steel column design and make just particularly importantly, require to realize the The East Pagoda global design, reach the purpose that implementation structure is simplified on the basis of load-bearing requirement.
Summary of the invention
Goal of the invention: in order to solve the problems of the prior art, the invention provides a kind of long 5600mm, huge matrix pattern box slab post of wide 3500mm and preparation method thereof.
Technical scheme: to achieve these goals, a kind of huge matrix pattern box slab post of the present invention comprises: wallboard, lateral partitions, vertical stiffener, web; Described wallboard comprises: wainscot, lower wall panels, left wallboard and right wallboard; Four wallboards link to each other and constitute " mouth " font housing; The vertical dress of described lateral partitions is welded in wallboard inboard longitudinally; The vertical dress of described vertical stiffener is welded in transverse plate inboard; Described wallboard, lateral partitions, vertical stiffener constitute sphere of movements for the elephants shape; The vertical dress of described web is welded in the housing inboard.The pattern of huge matrix pattern box slab post of the present invention and the design of sectional dimension, when having guaranteed the post bearing capacity, simplified the structure of post to greatest extent, raw material have been saved, save cost, increase the efficient construction usable floor area, reduced dead load simultaneously, reduced structural seismic response.
Huge matrix pattern box slab post of the present invention also comprises: the scissors peg; Described scissors peg dress is welded in the upper and lower surface of wallboard.
The invention also discloses a kind of preparation method of huge matrix pattern box slab post, the concrete steps of this method are as follows:
(1) by computer lofting, huge matrix pattern box slab post is divided into the unit: upper arm plate, lower wall panels, left wallboard, right wallboard, lateral partitions, vertical stiffener and web;
(2) moulding bed is assembled in the unit that makes seven parts in the above-mentioned steps; Concrete grammar is: the position line, appearance and size line and the member center line that mark the stiffener of plate unit at heavy platform; Make moulding bed then as requested, the upper surface of the unit of finishing assembling moulding bed is necessary for a horizontal plane, and the moulding bed template requires levelness deviation suitable for reading less than 1mm;
(3) utilize unit assembling moulding bed to make the location: upper arm plate, lower wall panels, left wallboard, right wallboard, lateral partitions, vertical stiffener and web; Complete behind upper arm plate, lower wall panels, left wallboard, right wallboard, lateral partitions, vertical stiffener and above-mentioned each assembly of web, lift lower wall panels earlier, and then lower wall lining out location; Assemble vertical stiffener, lateral partitions, wainscot, left wallboard and right wallboard then successively;
(4) the huge post of making huge matrix pattern box slab post is assembled moulding bed; Mark center line, the segmentation position line and the steel column two ends endface position line of steel column at heavy platform; Set up the moulding bed template discrepancy in elevation less than 1mm;
(5) in huge post assembling moulding bed assembling location lateral partitions; The verticality of the perpendicularity deviation of requirement lateral partitions, upper surface levelness deviation, both ends of the surface and locus line deviation are all less than 1mm;
(6) at the huge post assembling moulding bed assembling vertical stiffener in location and web; Require the verticality of perpendicularity deviation, upper surface levelness deviation, both ends of the surface of vertical stiffener and web and locus line deviation all less than 1mm;
(7) in huge post assembling moulding bed assembling location upper arm plate, lower wall panels;
(8) at huge post assembling moulding bed assembling location left arm plate, right wallboard;
(9) huge post welding;
(10) huge styletable face machine;
(11) on-site hoisting dress weldering.
Preparation method of the present invention has solved the problem that batch production is produced, and has accelerated the progress of making greatly, has shortened the duration, and reasonably segment design has reduced difficulty and the workload of welding simultaneously.Convenient construction reduces the working measure expense, and saves the duration.
The present invention plants in the described method weld seam of every housing of welding, adopt during welding by in the order of welding to both sides, welding all is full penetration weld.
The present invention plants in the described step 5,6,7,8 and to require behind the location parts verticality that the location is perpendicularity deviation, upper surface levelness deviation, both ends of the surface and locus line deviation to be installed all less than 1mm,
The method of welding in the above-mentioned preparation method among the present invention is: therefrom Diffusion Welding around the mind-set of even numbers welder is adopted in welding; Weld the vertical fillet weld between stiffening rib in length and breadth earlier; Back weldering fillet weld in the flat position.CO is adopted in welding
2Gas protection weldering
Beneficial effect: the present invention has following advantage:
1, the pattern of huge matrix pattern box slab post of the present invention and the design of sectional dimension, when having guaranteed the post bearing capacity, simplified the structure of post to greatest extent, raw material have been saved, save cost, increase the efficient construction usable floor area, reduced dead load simultaneously, reduced structural seismic response.
2, preparation method of the present invention has solved the problem that batch production is produced, and has accelerated the progress of making greatly, shortened the duration, reasonably segment design has reduced difficulty and the workload of welding, convenient construction simultaneously, reduce the working measure expense, and save the duration.
3, whole reasonably assembling sequence, welding sequence and welding method among the present invention have further guaranteed the quality of the barrel mast produced.
Description of drawings
Fig. 1 is sectional view of the present invention.
Fig. 2 is the sectional view of housing among the present invention.
The specific embodiment
Embodiment
A kind of huge matrix pattern box slab post shown in Fig. 1-2 comprises: wallboard 1, lateral partitions 2, vertical stiffener 3, web 4 and scissors peg 5; Described wallboard 1 comprises: wainscot 11, lower wall panels 12, left wallboard 13 and right wallboard 14; Four wallboards link to each other and constitute " mouth " font housing; Described lateral partitions 2 vertical dresses are welded in wallboard inboard longitudinally; Described vertical stiffener 3 vertical dresses are welded in transverse plate inboard; Described wallboard 1, lateral partitions 2, vertical stiffener 3 constitute sphere of movements for the elephants shapes; Described web 4 vertical dresses are welded in the housing inboard; Described scissors peg 5 dresses are welded in upper surface and the soffit of wallboard 1.
The invention also discloses a kind of preparation method of huge matrix pattern box slab post, the concrete steps of this method are as follows:
(1) by computer lofting, huge matrix pattern box slab post is divided into the unit: upper arm plate, lower wall panels, left wallboard, right wallboard, lateral partitions, vertical stiffener and web;
(2) moulding bed is assembled in the unit that makes seven parts in the above-mentioned steps; Concrete grammar is: the position line, appearance and size line and the member center line that mark the stiffener of plate unit at heavy platform; Make moulding bed then as requested, the upper surface of the unit of finishing assembling moulding bed is necessary for a horizontal plane, and the moulding bed template requires levelness deviation suitable for reading less than 1mm;
(3) utilize unit assembling moulding bed to make the location: upper arm plate, lower wall panels, left wallboard, right wallboard, lateral partitions, vertical stiffener and web; Complete behind upper arm plate, lower wall panels, left wallboard, right wallboard, lateral partitions, vertical stiffener and above-mentioned each assembly of web, lift lower wall panels earlier, and then lower wall lining out location; Assemble vertical stiffener, lateral partitions, wainscot, left wallboard and right wallboard then successively;
(4) the huge post of making huge matrix pattern box slab post is assembled moulding bed; Mark center line, the segmentation position line and the steel column two ends endface position line of steel column at heavy platform; Set up the moulding bed template discrepancy in elevation less than 1mm;
(5) in huge post assembling moulding bed assembling location lateral partitions; The verticality of the perpendicularity deviation of requirement lateral partitions, upper surface levelness deviation, both ends of the surface and locus line deviation are all less than 1mm;
(6) at the huge post assembling moulding bed assembling vertical stiffener in location and web; Require the verticality of perpendicularity deviation, upper surface levelness deviation, both ends of the surface of vertical stiffener and web and locus line deviation all less than 1mm;
(7) in huge post assembling moulding bed assembling location upper arm plate, lower wall panels;
(8) at huge post assembling moulding bed assembling location left arm plate, right wallboard;
(9) huge post welding;
(10) huge styletable face machine;
(11) on-site hoisting dress weldering.
Rational assemble method and assembling sequence can in time be repaired tolerance or cumulative limit that each component processing causes in the preparation method of present embodiment, thereby guarantee the total quality of structure, therefore, adopt which kind of assemble method and assembling sequence particularly important to the quality of engineering.
Claims (6)
1. a huge matrix pattern box slab post is characterized in that: comprising: wallboard (1), lateral partitions (2), vertical stiffener (3), web (4); Described wallboard (1) comprising: wainscot (11), lower wall panels (12), left wallboard (13) and right wallboard (14); Four wallboards link to each other and constitute " mouth " font housing; The vertical dress of described lateral partitions (2) is welded in wallboard inboard longitudinally; The vertical dress of described vertical stiffener (3) is welded in transverse plate inboard; Described wallboard (1), lateral partitions (2), vertical stiffener (3) constitute sphere of movements for the elephants shape; The vertical dress of described web (4) is welded in the housing inboard.
2. huge matrix pattern box slab post according to claim 1 is characterized in that: comprising: scissors peg (5); Described scissors peg (5) dress is welded in the upper and lower surface of wallboard (1).
3. the preparation method of a huge matrix pattern box slab post, it is characterized in that: the concrete steps of this method are as follows:
(1) by computer lofting, huge matrix pattern box slab post is divided into the unit: upper arm plate, lower wall panels, left wallboard, right wallboard, lateral partitions, vertical stiffener and web;
(2) moulding bed is assembled in the unit that makes seven parts in the above-mentioned steps;
(3) utilize unit assembling moulding bed to make upper arm plate, lower wall panels, left wallboard, right wallboard, lateral partitions, vertical stiffener and web;
(4) the huge post of making huge matrix pattern box slab post is assembled moulding bed;
(5) in huge post assembling moulding bed assembling location lateral partitions;
(6) at the huge post assembling moulding bed assembling vertical stiffener in location and web;
(7) in huge post assembling moulding bed assembling location upper arm plate, lower wall panels;
(8) at huge post assembling moulding bed assembling location left arm plate, right wallboard;
(9) huge post welding and welding inspection;
(10) huge styletable face machine;
(11) on-site hoisting dress weldering.
4. the preparation method of a kind of huge matrix pattern box slab post according to claim 3 is characterized in that: the weld seam of every housing of welding in the described method, adopt during welding by in the order of welding to both sides, welding all is full penetration weld.
5. the preparation method of a kind of huge matrix pattern box slab post according to claim 3 is characterized in that: require parts verticality that the location is perpendicularity deviation, upper surface levelness deviation, both ends of the surface and locus line deviation to be installed all less than 1mm in the described step 5,6,7,8 behind the location.
6. the preparation method of a kind of huge matrix pattern box slab post according to claim 3, it is characterized in that: the method for welding in the above-mentioned preparation method is: therefrom Diffusion Welding around the mind-set of even numbers welder is adopted in welding; Weld the vertical fillet weld between stiffening rib in length and breadth earlier; Back weldering fillet weld in the flat position, CO is adopted in welding
2Gas protection weldering.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101509809A CN103233552A (en) | 2013-04-27 | 2013-04-27 | Giant box-type thick plate column shaped like Chinese character 'Tian' (meaning field in English) and production method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101509809A CN103233552A (en) | 2013-04-27 | 2013-04-27 | Giant box-type thick plate column shaped like Chinese character 'Tian' (meaning field in English) and production method thereof |
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| CN103233552A true CN103233552A (en) | 2013-08-07 |
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| CN2013101509809A Pending CN103233552A (en) | 2013-04-27 | 2013-04-27 | Giant box-type thick plate column shaped like Chinese character 'Tian' (meaning field in English) and production method thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035060A (en) * | 2017-06-08 | 2017-08-11 | 浙江东南网架股份有限公司 | A kind of welding box-shaped component of heavy in section heavy wall and preparation method thereof |
| CN112658515A (en) * | 2020-12-18 | 2021-04-16 | 武汉武船重型装备工程有限责任公司 | Manufacturing method of Chinese character 'tian' shaped large-section inclined giant column |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1998051883A1 (en) * | 1997-05-15 | 1998-11-19 | Le Groupe Canam Manac Inc. | Composite steel/concrete column |
| CN203213400U (en) * | 2013-04-27 | 2013-09-25 | 江苏沪宁钢机股份有限公司 | Giant field-shaped box type thick plate column |
-
2013
- 2013-04-27 CN CN2013101509809A patent/CN103233552A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1998051883A1 (en) * | 1997-05-15 | 1998-11-19 | Le Groupe Canam Manac Inc. | Composite steel/concrete column |
| CN203213400U (en) * | 2013-04-27 | 2013-09-25 | 江苏沪宁钢机股份有限公司 | Giant field-shaped box type thick plate column |
Non-Patent Citations (3)
| Title |
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| 倪志刚: ""超高层巨型组合结构设计时应考虑的钢结构建造因素影响"", 《第六届海峡两岸及香港钢及组合结构技术研讨会—2010论文集》 * |
| 耿民: ""3200m3高炉炉体箱形框架制作"", 《天津冶金》 * |
| 赵宏等: ""八柱巨型结构在广州东塔超限设计中的工程应用"", 《建筑结构》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035060A (en) * | 2017-06-08 | 2017-08-11 | 浙江东南网架股份有限公司 | A kind of welding box-shaped component of heavy in section heavy wall and preparation method thereof |
| CN112658515A (en) * | 2020-12-18 | 2021-04-16 | 武汉武船重型装备工程有限责任公司 | Manufacturing method of Chinese character 'tian' shaped large-section inclined giant column |
| CN112658515B (en) * | 2020-12-18 | 2022-06-03 | 武汉武船重型装备工程有限责任公司 | Manufacturing method of Chinese character 'tian' shaped large-section inclined giant column |
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| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Cai Lei Inventor after: Zhang Fuqiang Inventor after: Jiang Liangjun Inventor after: Xu Gang Inventor after: Li Qingbin Inventor after: Wu Xuerong Inventor before: Zhang Fuqiang Inventor before: Jiang Liangjun |
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| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: ZHANG FUQIANG JIANG LIANGJUN TO: CAI LEI ZHANG FUQIANG JIANG LIANGJUN XU GANG LI QINGBIN WU XUERONG |
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
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Application publication date: 20130807 |