CN102182276A - Mega column in shape of double Chinese characters ya and manufacturing method thereof - Google Patents
Mega column in shape of double Chinese characters ya and manufacturing method thereof Download PDFInfo
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- CN102182276A CN102182276A CN 201110096117 CN201110096117A CN102182276A CN 102182276 A CN102182276 A CN 102182276A CN 201110096117 CN201110096117 CN 201110096117 CN 201110096117 A CN201110096117 A CN 201110096117A CN 102182276 A CN102182276 A CN 102182276A
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Abstract
The invention discloses a mega column in the shape of double Chinese characters ya, which comprises H-shaped members, a partition plate, connecting plates and column baseplates, wherein the partition plate is positioned between the H-shaped members; the connecting plates are positioned at the top ends of the H-shaped members; and the column baseplate is positioned on one side of each H-shaped member. The invention further discloses a manufacturing method of the mega column in the shape of the double Chinese characters ya. The mega column in the shape of the double Chinese characters ya is ingenious in structural design and very strong in bearing capacity; in the method, the manufactured mega column in the shape of the double Chinese characters ya can be firm in structure by adjusting the welding sequence and the welding way, the factory production of the mega columns in the shape of the double Chinese characters ya is further realized, and the production efficiency is improved.
Description
Technical field
The present invention relates to a kind of big steel column, specifically is a kind of two huge posts of inferior font and preparation method thereof.
Background technology
Center, Shanghai mansion basement structure engineering is divided into main building basement and podium basement part.Wherein the groined type framework is formed by 8 huge posts and 4 corner posts in main building basement engineering periphery, the centre is each shear wall of 30 meters of length and width that steel column and steel wallboard are formed, be made up of wallboard post and clad steel wallboard between huge post and the shear wall, steel is connected into a stable whole between each member.
This engineering design novelty, peculiarly shaped, complex structure, particularly each important node intractability are quite big; Through comprehensive study, analyze the form of structure of this engineering, its main difficult point, characteristics are as follows.
(1) engineering use steel plate thickness is big, strength grade is high, and the steel plate that the basement steel column uses is mainly based on 30mm, 50mm, 55mm, and column base plate thickness then reaches 160mm.Steel grade based on the Q345GJC level, the part is the Q390GJC level in addition, the thick intensity height of steel plate thickness.
(2) complex structure, welding residual stress is big, is out of shape also greatly, and this engineering uses steel to be slab, ultra-thick plate, and it is big to fill wlding deposited metal amount during welding, and weld interval is long, heat input total amount height, so structure post-weld stress and distortion are greatly; Member when welding weld seam constraint (restraint) degree height, welding residual stress are big; This engineering structures complexity in addition, each monomer structure all belongs to " compound " member, and the welding stress direction is inconsistent, and longitudinal and transverse, upper and lower graded crossing interacts and very easily causes the comprehensive distortion of member.
(3) possibility occurrence of bead crack is big; Constraint (restraint) degree was big when this engineering was welded owing to thickness of slab, and the node complexity, and welding residual stress is big, and weld seam single face welding deposited metal amount is big, and the welding activity duration is long, complex process.So in welding welding process, careless slightly easy generation fire check and cold crack.
(4) lamellar tearing tendentiousness is big; Confirm that from soldering theory and welding practice the lamellar tearing defective is the easiest to be created on " cross corner connection and the corner connection of T shape " joint of steel plate thickness direction.This type of joint is used more in this engineering, adds other factors, and this lamellar tearing tendentiousness will increase.
(5) a large amount of high-strength bolt hole precision control is difficult; Wallboard connector welding deformation on the huge post is big, and physical dimension is difficult to control.
In sum, how to overcome the making that above-mentioned difficulties is finished center, Shanghai mansion basement steel work, the most important thing is design, produce a kind of rational huge post.
Summary of the invention
Goal of the invention: in order to solve the deficiencies in the prior art, the invention provides a kind of huge post of two inferior font reasonable in design, firm in structure, the preparation method of this two huge posts of inferior font also is provided simultaneously.
Technical scheme: in order to realize above purpose, a kind of two huge posts of inferior font of the present invention, it comprises: H shape member, dividing plate, junction plate and column base plate; Described dividing plate is between H shape member; Described junction plate is positioned at the side of H shape member; Described column base plate is positioned at H shape member one end.
In order further to strengthen the firmness of two huge posts of inferior font, the huge post of the inferior font of this pair also comprises: transversal reinforcement plate and/or horizontal stiffened panel; Described horizontal stiffened panel between H shape member, described transversal reinforcement plate vertical fixing in column base plate simultaneously perpendicular to H shape member side.
In order to strengthen the weight capacity of two huge posts of inferior font, described H shape member is more than three or three among the present invention.
The invention also discloses the preparation method of above-mentioned two huge posts of inferior font, the concrete steps of this method are as follows:
(a) choose steel plate, steel plate is processed H shape member, dividing plate, junction plate and column base plate according to the figure paper size;
(b) mark position baseline on ground;
(c) the assembling moulding bed of the two huge posts of inferior font of making;
(d) the location assembling of bottom H shape member: H shape steel is hung on the location assembling of assembling moulding bed; During the location according to the ground position baseline, four jiaos of levelnesss of location H shape member, the levelness and the verticality of H shape member wing plates on two sides, on H shape member, refute out center line then, and stamp the ocean, mark the installation site line of H shape member upper spacer simultaneously according to this center line towards point;
(e) dividing plate of location assembling downside two road levels; The qualified back spot welding in dividing plate location is fixed, and strengthens itself and H shape member fixing with diagonal brace;
(f) the location assembling of H shape member in the middle of; During the middle H shape of installation member, the location of middle H shape member is identical with first, the assembly clearance of putting more energy between web in the middle of H shape member and the downside during location is located by press loaded van on H shape member, keeps the verticality and the end plane degree of H shape member and below H shape member simultaneously;
(g) middle H shape member after will locating and below H shape member welding:
(h) reorientate after welding is finished; The installation site line and the center line of dividing plate marked in the back, location on middle H shape member;
(i) location of the H of the superiors shape member assembling: behind the H shape member location of the superiors, with the H shape member of topmost and the dividing plate welding of its below;
(j) H shape member and dividing plate are reinforced welding, the welding back forms the coupled column main body;
(k) carry out the groove cutting at coupled column main body two ends;
(l) erection column base plate: finishing the aperture that bores system diameter 20-22mm on the column base plate of position line, make the hole with the bit drills of diameter 90mm then in advance; Again column base plate is positioned at coupled column main body one end and welds fixing; On column base plate, punch, be used for two huge posts of inferior font of the present invention are not moved by firm the fixing on the ground or not peg;
(m) junction plate is installed, and on H shape member, dividing plate and junction plate, is stamped peg; H shape member, dividing plate and junction plate stamp peg be convenient to engineering in miscellaneous part be connected and fixed.
In the step described in the present invention (g), welding is according to following steps: the medial surface of first welding diaphragm and H shape member junction, during welding from top to down, and be welded to groove depth half; To the lateral surface back chipping of dividing plate and H shape member junction, the back chipping degree of depth is 2/3 then; Again that dividing plate and the weldering of H shape member junction is full.
Among the present invention,, in installation steps step (l), behind the erection column base plate, transversal reinforcement plate and/or horizontal stiffened panel are installed on column base plate and the coupled column main body for the huge post of two inferior font that transversal reinforcement plate and/or horizontal stiffened panel are housed.
Beneficial effect: the present invention compared with prior art, advantage is:
1, the huge rod structure design of two inferior font of the present invention is ingenious, has very strong weight capacity;
2, the preparation method of two huge posts of inferior font of the present invention, by adjust welding sequence and welding manner, make produce the huge rod structure of two inferior font firm, and make pair huge posts of inferior font realize batch production production, improved production efficiency.
Description of drawings
Fig. 1 is that two huge posts of inferior font of the present invention are positioned at the structural representation on the moulding bed;
Fig. 2 is the structural representation of coupled column main body in two huge post of inferior font of the present invention;
Fig. 3 is H shape member and a below H shape member welding schematic diagram in the embodiment of the invention.
The specific embodiment:
Below in conjunction with the drawings and specific embodiments, further illustrate the present invention, should understand these embodiment only is used to the present invention is described and is not used in and limit the scope of the invention, after having read the present invention, those skilled in the art all fall within the application's claims institute restricted portion to the modification of the various equivalent form of values of the present invention.
Embodiment
A kind of two huge posts of inferior font as shown in Figure 1, it comprises: three H shape members 1, two-layer dividing plate 2, two- layer junction plate 3,4,12 blocks of transversal reinforcement plate of column base plate 5, four horizontal stiffened panels 6 and some pegs.In the present embodiment, three H shape members are superimposed, and dividing plate is between adjacent two H shape members; Two-layer junction plate is positioned at the side of H shape member; Described column base plate is positioned at H shape member one end; Described horizontal stiffened panel 6 between adjacent two H shape members, described transversal reinforcement plate 5 vertical fixing in column base plate 4 simultaneously perpendicular to H shape member 1 side; Transversal reinforcement plate 5 one ends are fixed on the column base plate 4, and an end is fixed in H shape member or horizontal stiffened panel 6 surfaces.
Present embodiment also discloses the preparation method of above-mentioned two huge posts of inferior font, and concrete steps are as follows:
(a) choose steel plate, steel plate is processed H shape member, dividing plate, junction plate and column base plate according to the figure paper size;
(b) mark position baseline on ground;
(c) the assembling moulding bed 7(moulding bed of the two huge posts of inferior font of making as shown in Figure 1);
(d) the location assembling of bottom H shape member: H shape steel is hung on the location assembling of assembling moulding bed; During the location according to the ground position baseline, four jiaos of levelnesss of location H shape member, the levelness and the verticality of H shape member wing plates on two sides, on H shape member, refute out center line then, and stamp the ocean, mark the installation site line of H shape member upper spacer simultaneously according to this center line towards point;
(e) dividing plate of location assembling downside two road levels; The qualified back spot welding in dividing plate location is fixed, and strengthens itself and H shape member fixing with diagonal brace;
(f) the location assembling of H shape member in the middle of; During the middle H shape of installation member, the location of middle H shape member is identical with first, the assembly clearance of putting more energy between web in the middle of H shape member and the downside during location is located by press loaded van on H shape member, keeps the verticality and the end plane degree of H shape member and below H shape member simultaneously;
(g) middle H shape member after will locating and below H shape member welding: welding according to following steps as shown in Figure 3: earlier the weldering sequence number 1. and 2., be welded to groove depth half; Weld sequence number then and 3. and 4. locate, be welded to groove depth half, then carry out sequence number and 5. and 6. locate back chipping, the back chipping degree of depth reaches thickness of slab 2/3; Again 7. and 8. sequence number is located back chipping, the back chipping degree of depth reaches thickness of slab 2/3, at last the full sequence number of weldering 1.-8. locate (as shown in Figure 3);
(h) reorientate after welding is finished; The installation site line and the center line of dividing plate marked in the back, location on middle H shape member;
(i) location of the H of the superiors shape member assembling: behind the H shape member location of the superiors, with the H shape member of topmost and the dividing plate welding of its below;
(j) H shape member and dividing plate are reinforced welding, the welding back forms the coupled column main body;
(k) carry out the groove cutting at coupled column main body two ends;
(l) erection column base plate: finishing the aperture that bores system diameter 20mm on the column base plate of position line, make the hole with the bit drills of diameter 90mm then in advance; Again column base plate is positioned at coupled column main body one end and welds fixing; Behind the erection column base plate, transversal reinforcement plate and horizontal stiffened panel are installed on column base plate and the coupled column main body;
(m) junction plate is installed, and on H shape member, dividing plate and junction plate, is stamped peg.
Claims (6)
1. two huge post of inferior font, it is characterized in that: it comprises: H shape member (1), dividing plate (2), junction plate (3) and column base plate (4); Described dividing plate (2) is positioned between the H shape member (1); Described junction plate (3) is positioned at the side of H shape member (1); Described column base plate (4) is positioned at H shape member (1) one end.
2. a kind of two huge posts of inferior font according to claim 1, it is characterized in that: the huge post of the inferior font of this pair also comprises: transversal reinforcement plate (5) and/or horizontal stiffened panel (6); Described horizontal stiffened panel (6) is positioned between the H shape member (1), described transversal reinforcement plate (5) vertical fixing in column base plate (4) simultaneously perpendicular to H shape member (1) side.
3. a kind of two huge posts of inferior font according to claim 1, it is characterized in that: described H shape member (1) is more than three or three.
4. the preparation method of a kind of two huge posts of inferior font according to claim 1, it is characterized in that: the concrete steps of this method are as follows:
(a) choose steel plate, steel plate is processed H shape member, dividing plate, junction plate and column base plate according to the figure paper size;
(b) mark position baseline on ground;
(c) the assembling moulding bed of the two huge posts of inferior font of making;
(d) the location assembling of bottom H shape member: H shape steel is hung on the location assembling of assembling moulding bed; During the location according to the ground position baseline, four jiaos of levelnesss of location H shape member, the levelness and the verticality of H shape member wing plates on two sides, on H shape member, refute out center line then, and stamp the ocean, mark the installation site line of H shape member upper spacer simultaneously according to this center line towards point;
(e) dividing plate of location assembling downside two road levels; The qualified back spot welding in dividing plate location is fixed, and strengthens itself and H shape member fixing with diagonal brace;
(f) the location assembling of H shape member in the middle of; During the middle H shape of installation member, the location of middle H shape member is identical with first, the assembly clearance of putting more energy between web in the middle of H shape member and the downside during location is located by press loaded van on H shape member, keeps the verticality and the end plane degree of H shape member and below H shape member simultaneously;
(g) middle H shape member after will locating and below H shape member welding:
(h) reorientate after welding is finished; The installation site line and the center line of dividing plate marked in the back, location on middle H shape member;
(i) location of the H of the superiors shape member assembling: behind the H shape member location of the superiors, with the H shape member of topmost and the dividing plate welding of its below;
(j) H shape member and dividing plate are reinforced welding, the welding back forms the coupled column main body;
(k) carry out the groove cutting at coupled column main body two ends;
(l) erection column base plate: finishing the aperture that bores system diameter 20-22mm on the column base plate of position line, make the hole with the bit drills of diameter 90mm then in advance; Again column base plate is positioned at coupled column main body one end and welds fixing;
(m) junction plate is installed, and on H shape member, dividing plate and junction plate, is stamped peg.
5. the preparation method of a kind of two huge posts of inferior font according to claim 4, it is characterized in that: in the described step (g), welding is according to following steps: the medial surface of first welding diaphragm and H shape member junction, during welding from top to down, and be welded to groove depth half; To the lateral surface back chipping of dividing plate and H shape member junction, the back chipping degree of depth is 2/3 then; Again that dividing plate and the weldering of H shape member junction is full.
6. the preparation method of a kind of two huge posts of inferior font according to claim 4 is characterized in that: in the described step (l), behind the erection column base plate, transversal reinforcement plate and/or horizontal stiffened panel are installed on column base plate and the coupled column main body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110096117 CN102182276B (en) | 2011-04-18 | 2011-04-18 | Manufacturing method of mega column in shape of double Chinese characters ya |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110096117 CN102182276B (en) | 2011-04-18 | 2011-04-18 | Manufacturing method of mega column in shape of double Chinese characters ya |
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| CN102182276A true CN102182276A (en) | 2011-09-14 |
| CN102182276B CN102182276B (en) | 2012-12-26 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103192189A (en) * | 2013-04-12 | 2013-07-10 | 深圳中集专用车有限公司 | Semitrailer girder structure and welding process thereof |
| CN103433633A (en) * | 2013-07-25 | 2013-12-11 | 冠达尔钢结构（江苏）有限公司 | Processing and manufacturing method of huge pentagonal steel column |
| CN104372892A (en) * | 2014-11-18 | 2015-02-25 | 中建钢构有限公司 | Multi-cavity combined giant column and manufacturing method thereof |
| CN106112219A (en) * | 2016-08-03 | 2016-11-16 | 浙江精工钢结构集团有限公司 | A kind of building nonstandard box steel beam column processing method of assembled thin-walled |
| CN110685403A (en) * | 2019-09-04 | 2020-01-14 | 北京城建集团有限责任公司 | Precise installation control method for ultrahigh corridor column |
| CN115324279A (en) * | 2022-08-16 | 2022-11-11 | 国核电力规划设计研究院有限公司 | A two-way H shaped steel frame post that is used for main factory building area of power plant to take two longerons |
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| CN201400955Y (en) * | 2009-04-21 | 2010-02-10 | 河南天丰钢结构有限公司 | Lattice column with heavy-duty steel structure |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103192189A (en) * | 2013-04-12 | 2013-07-10 | 深圳中集专用车有限公司 | Semitrailer girder structure and welding process thereof |
| CN103192189B (en) * | 2013-04-12 | 2015-05-27 | 深圳中集专用车有限公司 | Semitrailer girder structure and welding process thereof |
| CN103433633A (en) * | 2013-07-25 | 2013-12-11 | 冠达尔钢结构（江苏）有限公司 | Processing and manufacturing method of huge pentagonal steel column |
| CN103433633B (en) * | 2013-07-25 | 2015-11-25 | 冠达尔钢结构（江苏）有限公司 | The processing and fabricating method of huge pentagonal steel column |
| CN104372892A (en) * | 2014-11-18 | 2015-02-25 | 中建钢构有限公司 | Multi-cavity combined giant column and manufacturing method thereof |
| CN106112219A (en) * | 2016-08-03 | 2016-11-16 | 浙江精工钢结构集团有限公司 | A kind of building nonstandard box steel beam column processing method of assembled thin-walled |
| CN110685403A (en) * | 2019-09-04 | 2020-01-14 | 北京城建集团有限责任公司 | Precise installation control method for ultrahigh corridor column |
| CN115324279A (en) * | 2022-08-16 | 2022-11-11 | 国核电力规划设计研究院有限公司 | A two-way H shaped steel frame post that is used for main factory building area of power plant to take two longerons |
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| Publication number | Publication date |
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| CN102182276B (en) | 2012-12-26 |
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