CN109434315B - Processing and manufacturing process of integrated box shear wall structure - Google Patents

Processing and manufacturing process of integrated box shear wall structure Download PDF

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Publication number
CN109434315B
CN109434315B CN201811523472.XA CN201811523472A CN109434315B CN 109434315 B CN109434315 B CN 109434315B CN 201811523472 A CN201811523472 A CN 201811523472A CN 109434315 B CN109434315 B CN 109434315B
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plate
welding
wing plate
wing
box
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CN109434315A (en
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张伟
寇宗宪
王垒
胡广龙
卢福生
陈辉
杨林
郑园园
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Zhejiang Jinggong Steel Structure Group Co Ltd
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Zhejiang Jinggong Steel Structure Group Co Ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K31/00Processes relevant to this subclass, specially adapted for particular articles or purposes, but not covered by only one of the preceding main groups
    • B23K31/02Processes relevant to this subclass, specially adapted for particular articles or purposes, but not covered by only one of the preceding main groups relating to soldering or welding
    • B23K31/022Making profiled bars with soldered or welded seams
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K33/00Specially-profiled edge portions of workpieces for making soldering or welding connections; Filling the seams formed thereby

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)
  • Arc Welding In General (AREA)

Abstract

The invention belongs to the field of construction of building steel structures, and particularly relates to a processing and manufacturing process of an integrated box shear wall structure, which comprises the following steps: selecting a steel plate; manufacturing wing plates, web plates, longitudinal narrow partition plates and square-shaped partition plates; setting up a plane jig frame; assembling three box bodies, a first wing plate and a second wing plate; assembling a square-shaped partition plate; assembling the third wing plate, the fourth wing plate and the longitudinal narrow partition plate; and (4) integrally welding. The manufacturing efficiency and the precision control of the integrated box steel plate shear wall structure can be greatly improved, the heat input is controlled in each process, the influence of the steel plate on heating is reduced, and meanwhile, a semi-automatic welding device is used for assisting, so that the heat input is uniform, and the non-uniformity of deformation is reduced; the manufacturing period of the component is shortened, and the manufacturing cost is saved.

Description

Processing and manufacturing process of integrated box shear wall structure
Technical Field
The invention belongs to the field of construction of building steel structures, and particularly relates to a processing and manufacturing process of an integrated box shear wall structure.
Background
The super high-rise building Guangzhou east tower project has a height of 530 meters, and a planning construction 116 floor comprises 113 floors of the overground part and 3 floors of the underground part, wherein the total steel consumption is 9.4 ten thousand tons, and the super high-rise building is the first high building in the south China. The connected box shear wall structure is applied to the building steel structure industry for the first time, along with the rising of floors, the thickness of a steel plate of the shear wall structure is gradually reduced, the thickness of a wing plate in the connected box shear wall structure is 40mm, the thickness of a web plate is 40mm, and the thickness of a longitudinal narrow partition plate and a transverse partition plate is 16 mm. The combined welding line of the box body is a full penetration welding line.
Because the steel plate has thicker wall thickness, strong rigidity and high requirement on heat input, in the process of combining the integral box shear wall components during the process, the conventional assembly process easily causes the section size, the distortion deformation and the steel plate planeness of the finished component to exceed the standard, does not meet the national standard requirement and even easily causes the component to be scrapped in the procedures of steel plate correction, blanking, groove processing, component assembly, welding and the like.
Disclosure of Invention
The invention aims to provide a processing and manufacturing process of an integrated box shear wall structure, which has the advantages of uniform heat input, high assembly precision and high assembly efficiency.
In order to achieve the purpose, the invention specifically provides the following technical scheme: a processing and manufacturing process of an integrated box shear wall structure comprises the following steps:
the first step is as follows: selecting a steel plate;
the second step is that: the wing plates, the web plates, the transverse partition plates and the longitudinal narrow partition plates are manufactured through jacking and blanking.
The third step: assembling qualified BOX bodies on a BOX production line;
the fourth step: arranging a plane jig frame on the rigid platform;
the fifth step: flatly paving the three box bodies, the first wing plate and the second wing plate on a plane jig frame, fixing the three box bodies, the first wing plate and the second wing plate, and welding a first longitudinal narrow partition plate on the second wing plate;
and a sixth step: assembling a plurality of square-shaped transverse partition plates on the first wing plate and the second wing plate, and welding; temporary supports are additionally arranged on the sides where the partition plates are not installed for constraint;
the seventh step: flatly paving a third wing plate and a fourth wing plate on the square transverse partition plate, wherein the fourth wing plate is assembled and welded with a second longitudinal narrow partition plate, and an internal welding seam is welded;
eighth step: and (4) turning the component down, and welding the butt-joint welding seams between the box bodies in sequence.
In order to ensure the rigidity of the panel and reduce the possibility of deformation possibly occurring in the manufacturing process, the steel plate in the first step is a hot rolling leveling plate, and the thickness of the steel plate is 30-40 mm.
In order to control the heat input amount, reduce the deformation of the steel plate caused by the influence of heat, ensure uniform heat input and reduce the non-uniformity of deformation, the welding is carried out by using a semi-automatic gas shielded welding machine, and in order to reduce the deformation degree of the steel plate to the maximum extent, the main body long weld seam welding in the eighth step adopts a mode of symmetrically welding from the middle to two sides.
In order to ensure that the welding between the box body and each wing plate is firm, the groove type of the welding seam of the long welding seam of the assembling main body is a V-shaped small groove, the angle of the groove on one side of the wing plate of the V-shaped small groove is 10 degrees, and the groove on one side of the box web plate of the V-shaped small groove is formed by the thickness of the web 1/2 plate.
In order to increase the rigidity of the panel and reduce the concave-convex deformation on the plane of the whole panel under the welding action, the panel is welded by adopting intermittent positioning welding, and the adjacent square-shaped partition plates are welded at equal intervals.
In order to increase the rigidity of the panel, the nesting process of the second step has no butt welding seam on the same plate thickness of a single main plate, and in order to improve the assembling precision, the steel plate is added with allowance in the length direction and the width direction;
in order to realize the synchronization of the blanking and the groove and realize one-time cutting, the blanking process of the second step adopts numerical control flame cutting equipment for blanking.
The invention controls heat input in each process of material selection, material sleeving, main material blanking, assembly, welding and flame correction, reduces the influence of steel plate on heating, and is assisted with a semi-automatic welding device, so that the heat input is uniform, and the non-uniformity of deformation is reduced. In addition, the square-shaped technical partition plate is additionally arranged in the box body, and is welded with the panel by adopting intermittent positioning welding, so that the rigidity of the panel is increased, and the concave-convex deformation on the plane of the whole panel under the welding action is reduced. The BOX body is assembled by adopting a plurality of BOX bodies and wing plate combined members in an assembling mode, the BOX body is processed by a BOX (BOX) production line, and meanwhile, a lamellar tearing prevention groove between the BOX body and the wing plate is designed, so that the welding quality and the assembling precision of the members in the whole assembling process are ensured, the cost of the whole project and the manufacturing cost of a factory are saved, and the manufacturing efficiency and the manufacturing precision are greatly improved.
In order that the present invention may be more readily and clearly understood, a more particular description of the invention briefly described above will be rendered by reference to specific embodiments that are illustrated in the appended drawings.
Drawings
FIG. 1 is a one-piece box steel plate shear wall column; FIG. 2 is a schematic view of an assembled jig of the present invention;
FIG. 3 is a schematic view of a fifth step of the process of the present invention; FIG. 4 is a schematic view of a sixth step of the process of the present invention; FIG. 5 is a schematic view of a seventh step of the processing method of the present invention; FIG. 6 is a schematic view of the weld preparation form of the assembly weld of the subject invention.
In the figure: the method comprises the following steps of 1-box body, 2-wing plate, 3-wing plate, 4-wing plate, 5-wing plate, 6-longitudinal narrow partition plate, 7-longitudinal narrow partition plate, 8-reverse type inner partition plate, 9-rigid platform, 10-assembly jig, 11-butt weld, 12-butt weld, 13-butt weld, 14-butt weld, 11 '-butt weld, 12' -butt weld, 13 '-butt weld and 14' -butt weld.
Detailed Description
The invention relates to a processing and manufacturing process of a one-piece box shear wall structure, which is characterized in that the process steps of raw material selection, nesting, blanking, assembly, welding, correction and the like are controlled and technically improved, and the invention is further described in detail by combining the attached drawings and the embodiment. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Firstly, selecting raw materials, wherein a steel plate is a hot rolling leveling plate, and the thickness of the raw material plate is 30-40 mm;
secondly, manufacturing wing plates, webs and partition plates (plates, a first wing plate, a second wing plate, a third wing plate, a fourth wing plate, a first longitudinal narrow partition plate, a second longitudinal narrow partition plate and a square-shaped partition plate of the box body) to be assembled;
during nesting, the square-shaped partition plate is blanked by using a numerical control plasma cutting device; the single main body plate is thick, butt welding seams do not exist on the same plate thickness, meanwhile, the wing plate is added with width allowance, numerical control flame cutting equipment is adopted for blanking, blanking and groove synchronization are achieved, and one-time cutting is achieved. The allowance of the width is that in the rough machining of the steel plate, the steel plate part needing to be finished is enlarged in size so as to leave the allowance of the next rough machining.
Thirdly, processing the BOX body 1 on a BOX body processing BOX production line;
fourthly, erecting an assembly jig frame 10 on the rigid platform 9 (as shown in fig. 2);
and fifthly, sequentially assembling the box body 1, the first wing plate 2, the box body 1, the second wing plate 3, the box body 1 and the first longitudinal narrow partition plate 6 on the assembling jig frame 10.
The specific operation is as follows: the box body 1, the first wing plate 2, the box body 1, the second wing plate 3 and the box body 1 are flatly laid on the jig frame 10, and the positioning welding is firm after the flatness of the panel is checked. While the first longitudinally narrow partition is welded to the second wing panel 3. (as shown in FIG. 3)
Sixthly, assembling and welding a plurality of square-shaped partition plates 8 with equal intervals on the vertical surfaces of the first wing plate 2 and the second wing plate 3, and firmly welding.
And seventhly, assembling the third wing plate 4 and the fourth wing plate 5, and assembling the integral component, wherein the deviation of the section (width and height) of the end part of the integral component is controlled within +/-2 mm, the deviation of the diagonal line is less than or equal to 3mm, the misalignment of the section is within 1mm, and the integral component is firmly welded in a butt-joint and positioning mode after the dimension is qualified.
And eighthly, welding the butt weld 11, the butt weld 12, the butt weld 13, the butt weld 14, the butt weld 11 ', the butt weld 12', the butt weld 13 'and the butt weld 14' by adopting semi-automatic self-shielded welding, wherein the welding direction is from the middle to two sides.
The specific operation is as follows: symmetrically welding the butt weld joint 11 and the butt weld joint 12, and welding 1/2 weld joints; symmetrically welding the butt weld joint 13 and the butt weld joint 14 in the same way, and welding 1/2 weld joints; turning over the whole component, and symmetrically welding the butt weld joint 11 'and the butt weld joint 12', and finishing welding of the weld joints; carrying out symmetrical welding on the butt weld joint 13 'and the butt weld joint 14', and finishing welding of the weld joints; turning over the whole component again, symmetrically welding the butt weld joint 11 and the butt weld joint 12, and welding the residual 1/2 weld joints; the butt welds 13 and 14 are symmetrically applied and the remaining 1/2 welds are welded.
The manufacturing method of the integrated box steel plate shear wall column comprises the steps of dividing an integral component into a production line machining area and an assembling area, and then carrying out total assembly on an assembling jig frame. Thereby greatly shortening the assembly time of the components and the comprehensive cost of welding deformation correction. By designing the lamellar tearing prevention groove, the defects of the welding line are reduced, and the quality of the welding line is greatly improved.
The above description is only a preferred embodiment of the present invention and should not be taken as limiting the invention, and any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the scope of the present invention.

Claims (5)

1. A processing and manufacturing process of an integrated box shear wall structure is characterized by comprising the following steps:
the first step is as follows: selecting a steel plate;
the second step is that: manufacturing wing plates, web plates, transverse partition plates and longitudinal narrow partition plates by nesting and blanking; the single main body plate has no butt welding seam in the same plate thickness, and in order to improve the assembly precision, the steel plate is added with allowance in the width direction;
the third step: assembling qualified BOX bodies on a BOX production line;
the fourth step: arranging a plane jig frame on the rigid platform;
the fifth step: flatly paving the three box bodies, the first wing plate and the second wing plate on a plane jig frame, fixing the three box bodies, the first wing plate and the second wing plate, and welding a first longitudinal narrow partition plate on the second wing plate;
and a sixth step: assembling a plurality of square-shaped transverse partition plates on the first wing plate and the second wing plate, and welding; temporary supports are additionally arranged on the sides where the partition plates are not installed for constraint;
the seventh step: flatly paving a third wing plate and a fourth wing plate on the square transverse partition plate, wherein the fourth wing plate is assembled and welded with a second longitudinal narrow partition plate, and an internal welding seam is welded;
eighth step: and (3) turning the component down, and welding butt welds between the box bodies in sequence, wherein the welding is performed by using a semi-automatic gas shielded welding machine, and the main body long weld seam welding in the eighth step adopts a mode of symmetrically welding from the middle to two sides in order to reduce the deformation degree of the steel plate to the maximum extent.
2. The processing and manufacturing process of the integral box shear wall structure according to claim 1, characterized in that: the steel plate in the first step is a hot rolling leveling plate, and the thickness of the plate is 30-40 mm.
3. The processing and manufacturing process of the integral box shear wall structure according to claim 1, characterized in that: the groove type of the long weld of the assembled main body is a V-shaped small groove, the angle of the groove on one side of a wing plate of the V-shaped small groove is 10 degrees, and the groove on one side of a box web plate of the V-shaped small groove is formed by completely arranging the thickness of a web plate 1/2.
4. The processing and manufacturing process of the integral box shear wall structure according to claim 1, characterized in that: the adjacent square-shaped partition plates are welded at equal intervals.
5. The processing and manufacturing process of the integral box shear wall structure according to claim 1, characterized in that: and the blanking process of the second step adopts numerical control flame cutting equipment for blanking.
CN201811523472.XA 2018-12-13 2018-12-13 Processing and manufacturing process of integrated box shear wall structure Active CN109434315B (en)

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Publication number Priority date Publication date Assignee Title
CN114016757B (en) * 2021-10-21 2022-11-18 广东二十冶建设有限公司 Construction method for assembling and welding steel plate shear wall on site
CN113914508A (en) * 2021-11-26 2022-01-11 上海宝冶集团有限公司 Machining process of steel plate shear wall

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203426651U (en) * 2013-08-23 2014-02-12 邢台路桥千山桥梁构件有限责任公司 Combined assembly system for assembly type steel box composite beam
CN106193620A (en) * 2016-07-29 2016-12-07 浙江精工钢结构集团有限公司 A kind of processing method of steel plate shear force wall post
CN107498269A (en) * 2017-09-27 2017-12-22 中国葛洲坝集团机械船舶有限公司 A kind of large-scale ship reception chamber manufacture method suitable for dry type ship railway carriage or compartment room
CN208105594U (en) * 2018-03-09 2018-11-16 重庆钢结构产业有限公司 A kind of combined steel plate shear force wall and its steel member

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8899868B2 (en) * 2010-06-07 2014-12-02 Roger Blaine Trivette Miter coupling and method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203426651U (en) * 2013-08-23 2014-02-12 邢台路桥千山桥梁构件有限责任公司 Combined assembly system for assembly type steel box composite beam
CN106193620A (en) * 2016-07-29 2016-12-07 浙江精工钢结构集团有限公司 A kind of processing method of steel plate shear force wall post
CN107498269A (en) * 2017-09-27 2017-12-22 中国葛洲坝集团机械船舶有限公司 A kind of large-scale ship reception chamber manufacture method suitable for dry type ship railway carriage or compartment room
CN208105594U (en) * 2018-03-09 2018-11-16 重庆钢结构产业有限公司 A kind of combined steel plate shear force wall and its steel member

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