CN104196153A - Thick L-shaped steel plate shear wall column and manufacturing method thereof - Google Patents
Thick L-shaped steel plate shear wall column and manufacturing method thereof Download PDFInfo
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- CN104196153A CN104196153A CN201410461984.3A CN201410461984A CN104196153A CN 104196153 A CN104196153 A CN 104196153A CN 201410461984 A CN201410461984 A CN 201410461984A CN 104196153 A CN104196153 A CN 104196153A
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Abstract
The invention discloses a thick L-shaped steel plate shear wall column comprising a wall plate, a steel plate shear wall, horizontal wall plate reinforcing ribs, longitudinal wall plate reinforcing ribs, a corner embedded column, hidden bracket beams and embedded columns. The wall plate is perpendicular to the steel plate shear wall to form an L shape. The horizontal wall plate reinforcing ribs are perpendicularly welded to the inner sides of the steel plate shear wall and the corner embedded column and are parallel to the wall plate. The longitudinal wall plate reinforcing ribs are perpendicularly welded to the inner side of the steel plate shear wall. The corner embedded column is in an H shape and fixed on an intersecting portion of the wall plate and the steel plate shear wall. The hidden bracket beams are in an H shape and perpendicularly welded to the end of the steel plate shear wall. The embedded columns are fixed a close end of the steel plate shear wall. According to the arrangement, weight capacity of the steel plate shear wall column is guaranteed, and earthquake-resistant performance and ductility of the structure are improved in a maximum manner. The invention further discloses a manufacturing method of the shear wall column to produce the large-scale thick L-shaped steel plate shear wall column. The manufacturing method is suitable to industrialized production.
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 L shaped steel plate shear force wall post of slab that is applied to huge complex shear forces wall steel work and preparation method thereof.
Background technology
Shanghai Center Building is that the 3rd of Lujiazui is also last super highrise building, forms the skyscraping architectural complex of one group of harmony together with Jin Mao Tower, Global Finance center.573223 square metres of Shanghai Center Building overall floorages, floor can be used and 5 layers of device rooms on it in above 121 layers of ground, and pinnacle of a pagoda height reaches 632 meters.
The agent structure of Shanghai Center Building adopts mega-frame, huge post, overhanging arm truss and core shell system to be combined into.Complete this super-high buildings, wherein Core Walls Structure steel plate shear wall structure just needs there are enough bearing capacities, has the structure that needs abbreviation Core Walls Structure steel plate shear wall, makes easy construction, improves programming; Based on above-mentioned requirements, need to design the steel plate shear force wall post of corresponding construction.
Summary of the invention
Goal of the invention: in order to solve the problems of the prior art, the invention provides L shaped steel plate shear force wall post of a kind of slab and preparation method thereof.
Technical scheme: to achieve these goals, the L shaped steel plate shear force wall post of a kind of slab of the present invention, comprising: wallboard, steel plate shear force wall, transverse wall panel stiffening rib, longitudinal wallboard stiffening rib, corner sleeper, dark beam bracket and sleeper; Described wallboard formation vertical with steel plate shear force wall is L shaped; The vertical welding equipment of described transverse wall panel stiffening rib is in steel plate shear force wall, corner sleeper medial surface, and parallel with wallboard; The vertical welding equipment of described longitudinal wallboard stiffening rib is in steel plate shear force wall inner side; Described corner sleeper is H type, is fixed on the intersection of wallboard and steel plate shear force wall; Described dark beam bracket is H type bracket, and vertical welding equipment is in steel plate shear force wall end; Described sleeper is fixed on the close end of steel plate shear force wall.The pattern of the L shaped steel plate shear force wall post of slab of the present invention and the design of sectional dimension, when guaranteeing steel plate shear force wall post bearing capacity, improved anti-seismic performance and the ductility of structure to greatest extent.
The dark beam bracket of H type described in the L shaped steel plate shear force wall post of slab of the present invention comprises dark beam bracket and lower dark beam bracket; The upper vertical welding equipment of dark beam bracket is in the top of steel plate shear force wall side end; The vertical welding equipment of described lower dark beam bracket is in the side end centre position of steel plate shear force wall.
Described in the L shaped steel plate shear force wall post of slab of the present invention, sleeper consists of T section metal sheet pile, a T section metal sheet pile is welded and steel plate shear force wall front surface, a T section metal sheet pile is welded and steel plate shear force wall rear surface, the solder side of two T section metal sheet piles is positioned in same level, and two T section metal sheet piles are welded into H shape.
Described in the L shaped steel plate shear force wall post of slab of the present invention, corner sleeper forms H shape by two T shaped sections, becomes 30 °-45° angle with steel plate shear force wall.
The L shaped steel plate shear force wall post of slab of the present invention comprises: scissors peg; Described scissors peg welding equipment is in the upper and lower surface of steel plate shear force wall, corner sleeper and sleeper.
The invention also discloses the preparation method of the L shaped steel plate shear force wall post of a kind of slab, the concrete steps of the method are as follows:
(1) by computer lofting, the L shaped steel plate shear force wall post of slab is divided into unit: wallboard, steel plate shear force wall, transverse wall panel stiffening rib, longitudinal wallboard stiffening rib, corner sleeper, dark beam bracket, sleeper;
(2) make the assembling jig frame of said units parts, complete the making of said units parts; First on platform, mark the outer contour of coupled column and wallboard center line, floor levels line, then set up moulding bed template, the horizontal absolute altitude error of template upper surface must not be greater than 1mm, overproof must correction;
(3) at wallboard, draw the position line of stiffening rib and peg: after assembling jig frame arranges, hang straight panels and moulding bed location, location must be fixed to the center line on four jiaos of levelnesss and platform, the end face tongue and groove position line etc., then on wallboard, marks the installation site line of stiffening rib and peg;
(4) according to stiffening rib and peg on position line assembly welding wallboard: by the installation site line marking on wallboard, the stiffening rib on wallboard is installed, is welded after installation, welding adopts CO
2gas protection weldering, postwelding adopts stud welder to carry out installation and the welding of peg;
(5) assembling and the sleeper of welding steel shear wall one side and the sleeper in corner: after front stiffening rib and peg are installed, by the sleeper assembling, corner sleeper hangs on moulding bed and steel plate shear force wall positions assembling, sleeper must, surely to the two ends tongue and groove position line and relative angular position, be symmetrically welded behind location during location;
(6): stand up the sleeper of steel plate shear force wall opposite side is installed and by the vertical welding equipment of wallboard in steel plate shear force wall surface: the wallboard that opposite side sleeper and steel plate shear force wall end one side are installed, opposite side sleeper, wallboard first carry out assembly welding, fixed to being symmetrically welded after verticality and relative position;
(7) stiffening rib of assembly welding steel plate shear force wall ipsilateral, peg;
(8) dark beam bracket is installed;
(8) integrated member welding quality, scantling checking the configuration;
(9) end face of whole L shaped steel plate shear force wall post is carried out to end face machine.
Preparation method of the present invention, has solved the problem that batch production is produced, and has greatly accelerated the progress of making, shortened the duration, and reasonably manufacturing process steps has reduced difficulty and the workload of assembling, welding simultaneously, convenient making, and minimizing is done over again, and improves work efficiency.
Described in the preparation method of the L shaped steel plate shear force wall post of a kind of slab described in the present invention, in method, welding sequence is welded to both sides in the middle of serving as reasons, and welding is all full penetration weld, and welding adopts CO
2gas protection weldering, is symmetrically welded.
The moulding bed template that described in the preparation method of the L shaped steel plate shear force wall post of a kind of slab described in the present invention, step 2 is set up, the horizontal absolute altitude error of template upper surface must not be greater than 1mm, overproof must correction.
Beneficial effect: tool of the present invention has the following advantages:
1, the pattern of the L shaped steel plate shear force wall post of a kind of slab of the present invention and the design of sectional dimension, when guaranteeing steel plate shear force wall post bearing capacity, whole steel plate shear force wall rod structure is simple, and has improved to greatest extent anti-seismic performance and the ductility of structure.
2, preparation method of the present invention, has solved the problem that batch production is produced, and has greatly accelerated the progress of making, shortened the duration, simultaneously reasonably manufacturing process steps has reduced difficulty and the workload of assembling, welding, convenient making, minimizing is done over again, and improves work efficiency.
3, whole reasonably assembling sequence, welding sequence and welding method in the present invention, further guaranteed the quality of the shearing wall column produced.
accompanying drawing explanation
Fig. 1 is the axonometric drawing of the L shaped steel plate shear force wall post of slab of the present invention.
Fig. 2 be the L shaped steel plate shear force wall post of slab of the present invention without peg axonometric drawing.
Fig. 3 is the top view of the L shaped steel plate shear force wall post of slab of the present invention.
Fig. 4 is the left view of the L shaped steel plate shear force wall post of slab of the present invention.
Fig. 5 is the elevation of the L shaped steel plate shear force wall post of slab of the present invention.
The specific embodiment
Embodiment
The L shaped steel plate shear force wall post of a kind of slab as Figure 1-4, comprising: comprising: wallboard 1, steel plate shear force wall 2, transverse wall panel stiffening rib 3, longitudinal wallboard stiffening rib 4, corner sleeper 5, dark beam bracket 6 and sleeper 8; Described wallboard 1 formation vertical with steel plate shear force wall 2 is L shaped; The vertical welding equipment of described transverse wall panel stiffening rib 3 is in steel plate shear force wall 2, corner sleeper 5 medial surfaces, and parallel with wallboard 1; The vertical welding equipment of described longitudinal wallboard stiffening rib 4 is in steel plate shear force wall 2 inner sides; Described corner sleeper 5 is H type, consists of, with steel plate shear force wall 2 angle at 45 °, the intersection of being fixed on wallboard 1 and steel plate shear force wall 2 two T shaped sections; Described dark beam bracket 6 is H type bracket, comprises dark beam bracket 11 and lower dark beam bracket 12, and the vertical welding equipment of upper dark beam bracket 11 is in the top of steel plate shear force wall side end, and the vertical welding equipment of described lower dark beam bracket 12 is in the side end centre position of steel plate shear force wall; The described sleeper 8 that is fixed on the close end of steel plate shear force wall 2; Described in this, sleeper 8 consists of T section metal sheet pile, a T section metal sheet pile is welded and steel plate shear force wall 2 front surfaces, a T section metal sheet pile is welded and steel plate shear force wall 2 rear surfaces, and the solder side of two T section metal sheet piles is positioned at and in same level, is welded into H shape.
The preparation method of the L shaped steel plate shear force wall post of slab described in the present embodiment, concrete steps are as follows:
(1) by computer lofting, the L shaped steel plate shear force wall post of slab is divided into unit: wallboard, steel plate shear force wall, transverse wall panel stiffening rib, longitudinal wallboard stiffening rib, corner sleeper, dark beam bracket and sleeper; And the concrete processing dimension of definite said units parts;
(2) make the assembling jig frame of said units parts, complete the making of said units parts;
(3) at wallboard, draw the position line of stiffening rib and peg;
(4) according to stiffening rib and peg on position line assembly welding wallboard;
(5) assembling and the sleeper of welding steel shear wall one side and the sleeper in corner;
(6) stand up the sleeper of steel plate shear force wall opposite side is installed and by the vertical welding equipment of wallboard in steel plate shear force wall surface;
(7) stiffening rib of assembly welding steel plate shear force wall ipsilateral, peg;
(8) dark beam bracket is installed;
(8) integrated member welding checks comprehensively;
(9) end face of whole L shaped steel plate shear force wall post is carried out to end face machine.
Tolerance or cumulative limit that in the preparation method of the present embodiment, rational assemble method and assembling sequence can cause each parts machining are repaired in time, 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 (8)
1. the L shaped steel plate shear force wall post of slab, is characterized in that: comprising: wallboard (1), steel plate shear force wall (2), transverse wall panel stiffening rib (3), longitudinal wallboard stiffening rib (4), corner sleeper (5), dark beam bracket (6) and sleeper (8); Described wallboard (1) is vertical with steel plate shear force wall (2) form L shaped; The vertical welding equipment of described transverse wall panel stiffening rib (3) is in steel plate shear force wall (2), corner sleeper (5) medial surface, and parallel with wallboard (1); The vertical welding equipment of described longitudinal wallboard stiffening rib (4) is in steel plate shear force wall (2) inner side; Described corner sleeper (5) is H type, is fixed on the intersection of wallboard (1) and steel plate shear force wall (2); Described dark beam bracket (6) is H type bracket, and vertical welding equipment is in steel plate shear force wall end; Described sleeper (8) is fixed on the close end of steel plate shear force wall (2).
2. the L shaped steel plate shear force wall post of slab according to claim 1, is characterized in that: the dark beam bracket (6) of described H type comprises dark beam bracket (11) and lower dark beam bracket (12); The vertical welding equipment of upper dark beam bracket (11) is in the top of steel plate shear force wall side end; The vertical welding equipment of described lower dark beam bracket (12) is in the side end centre position of steel plate shear force wall.
3. the L shaped steel plate shear force wall post of slab according to claim 1, it is characterized in that: described sleeper (8) consists of T section metal sheet pile, a T section metal sheet pile is welded and steel plate shear force wall (2) front surface, a T section metal sheet pile is welded and steel plate shear force wall (2) rear surface, the solder side of two T section metal sheet piles is positioned in same level, and two T section metal sheet piles are welded into H shape.
4. the L shaped steel plate shear force wall post of slab according to claim 1, is characterized in that: described corner sleeper (5) forms H shape by two T shaped sections, becomes 30 °-45° angle with steel plate shear force wall (2).
5. the L shaped steel plate shear force wall post of slab according to claim 1, is characterized in that: comprising: scissors peg (7); Described scissors peg (7) welding equipment is in the upper and lower surface of steel plate shear force wall (2), corner sleeper (5) and sleeper (8).
6. a preparation method for the L shaped steel plate shear force wall post of slab as claimed in claim 5, is characterized in that: the concrete steps of the method are as follows:
(1) by computer lofting, the L shaped steel plate shear force wall post of slab is divided into unit: wallboard, steel plate shear force wall, transverse wall panel stiffening rib, longitudinal wallboard stiffening rib, corner sleeper, dark beam bracket and sleeper; And the concrete processing dimension of definite said units parts;
(2) make the assembling jig frame of said units parts, complete the making of said units parts;
(3) at wallboard, draw the position line of stiffening rib and peg;
(4) according to stiffening rib and peg on position line assembly welding wallboard;
(5) assembling and the sleeper of welding steel shear wall one side and the sleeper in corner;
(6) stand up the sleeper of steel plate shear force wall opposite side is installed and by the vertical welding equipment of wallboard in steel plate shear force wall surface;
(7) stiffening rib of assembly welding steel plate shear force wall ipsilateral, peg;
(8) dark beam bracket is installed;
(8) integrated member welding checks comprehensively;
(9) end face of whole L shaped steel plate shear force wall post is carried out to end face machine.
7. the preparation method of the L shaped steel plate shear force wall post of a kind of slab according to claim 6, is characterized in that: in described method, welding sequence is welded to both sides in the middle of serving as reasons, and welding is all full penetration weld, and welding adopts CO
2gas protection weldering, is symmetrically welded.
8. the preparation method of the L shaped steel plate shear force wall post of a kind of slab according to claim 6, is characterized in that: the moulding bed template that described step 2 is set up, the horizontal absolute altitude error of template upper surface is less than 1mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410461984.3A CN104196153B (en) | 2014-09-12 | 2014-09-12 | A kind of slab L-shaped steel plate shear force wall post and preparation method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410461984.3A CN104196153B (en) | 2014-09-12 | 2014-09-12 | A kind of slab L-shaped steel plate shear force wall post and preparation method thereof |
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| CN104196153A true CN104196153A (en) | 2014-12-10 |
| CN104196153B CN104196153B (en) | 2016-08-31 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108422159A (en) * | 2018-03-26 | 2018-08-21 | 重庆钢铁集团建设工程有限公司 | A kind of production method of the column of L-shaped steel plate shear force wall |
| CN108466014A (en) * | 2018-03-27 | 2018-08-31 | 重庆钢铁集团建设工程有限公司 | A kind of production method of the column of zigzag steel plate shear force wall |
| CN109736588A (en) * | 2018-12-28 | 2019-05-10 | 上海二十冶建设有限公司 | Continuous casting host area double steel plate shear wall construction method under restricted clearance |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060058600A (en) * | 2004-11-25 | 2006-05-30 | 유성근 | Connection detail and its construction method between abutment and steel girder in integral abutment bridge |
| CN103321325A (en) * | 2013-06-03 | 2013-09-25 | 江苏沪宁钢机股份有限公司 | Giant combined L-shaped box-type thick plate shearing wall column and construction method thereof |
| CN103321324A (en) * | 2013-06-03 | 2013-09-25 | 江苏沪宁钢机股份有限公司 | Truss nodal region super-thick steel plate wall and building method thereof |
| CN204081140U (en) * | 2014-09-12 | 2015-01-07 | 江苏沪宁钢机股份有限公司 | A kind of slab L shape steel plate shear force wall post |
-
2014
- 2014-09-12 CN CN201410461984.3A patent/CN104196153B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060058600A (en) * | 2004-11-25 | 2006-05-30 | 유성근 | Connection detail and its construction method between abutment and steel girder in integral abutment bridge |
| CN103321325A (en) * | 2013-06-03 | 2013-09-25 | 江苏沪宁钢机股份有限公司 | Giant combined L-shaped box-type thick plate shearing wall column and construction method thereof |
| CN103321324A (en) * | 2013-06-03 | 2013-09-25 | 江苏沪宁钢机股份有限公司 | Truss nodal region super-thick steel plate wall and building method thereof |
| CN204081140U (en) * | 2014-09-12 | 2015-01-07 | 江苏沪宁钢机股份有限公司 | A kind of slab L shape steel plate shear force wall post |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108422159A (en) * | 2018-03-26 | 2018-08-21 | 重庆钢铁集团建设工程有限公司 | A kind of production method of the column of L-shaped steel plate shear force wall |
| CN108466014A (en) * | 2018-03-27 | 2018-08-31 | 重庆钢铁集团建设工程有限公司 | A kind of production method of the column of zigzag steel plate shear force wall |
| CN109736588A (en) * | 2018-12-28 | 2019-05-10 | 上海二十冶建设有限公司 | Continuous casting host area double steel plate shear wall construction method under restricted clearance |
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| CN104196153B (en) | 2016-08-31 |
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Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee after: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Address before: 214200 Baijia village, Zhangzhu Town, Yixing City, Suzhou City, Jiangsu Province Patentee before: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. |