CN104162732A - Method for welding box-type steel beam through submerged-arc welding - Google Patents
Method for welding box-type steel beam through submerged-arc welding Download PDFInfo
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- CN104162732A CN104162732A CN201410380904.1A CN201410380904A CN104162732A CN 104162732 A CN104162732 A CN 104162732A CN 201410380904 A CN201410380904 A CN 201410380904A CN 104162732 A CN104162732 A CN 104162732A
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- Prior art keywords
- steel beam
- millimeters
- box shape
- welding
- box
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K9/00—Arc welding or cutting
- B23K9/18—Submerged-arc welding
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K2101/00—Articles made by soldering, welding or cutting
- B23K2101/28—Beams
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- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Plasma & Fusion (AREA)
- Mechanical Engineering (AREA)
- Arc Welding In General (AREA)
Abstract
The invention discloses a method for welding a box-type steel beam through submerged-arc welding. The method is characterized by comprising the processing steps that firstly, two pieces of angle iron are connected into the box-type steel beam in a butt joint mode through a point welding method; secondly, a section of small angle iron is cut to be manufactured into a movable support for bearing welding flux; thirdly, one connector of the box-type steel beam is made to face upwards and is fixed; fourthly, the movable support is buckled on the connector of the box-type steel beam and is welded through a submerged arc welding machine; fifthly, the box-type steel beam is overturned to enable another connector of the box-type steel beam to face upwards and to be fixed, and welding is carried out through the submerged arc welding machine. Compared with the prior art, the method has the advantages that a welding line is formed at a time, a weldment is heated evenly, and the bending deformation is small; the appearance of the welding line is good and cannot be matched by manual welding; the welding efficiency is high, and the labor intensity of welders is relieved.
Description
Technical field
The present invention relates to a kind of steel beam with box shape preparation method, especially a kind of method of carrying out steel beam with box shape welding with submerged-arc welding.While being applied to nonstandard structure steel fabrication, for welding procedures such as two guarantor's welderings, because artificial origin causes appearance of weld poor, the drawback such as attractive in appearance not, utilizes submerged-arc welding to carry out steel beam with box shape welding, with this, improves welding quality and aesthetics.
Background technology
Along with many large-scale mine exploitations, vertical hole diameter is larger in recent years, and the processing and fabricating amount of steel construction is larger, also more and more higher to the quality requirement of processing and fabricating.With certain colliery main shaft, be equipped for example, the processing capacity of aboveground stock approaches 400 tons, and only the processing capacity of stock column just reaches nearly 100 tons, 240 meters of overall lengths, and column specification is (case 500 * 500 * 25 * 25); Four jiaos of cage guides are used ∠ 200 * 125 * 16 angle steel to carry out butt welding, and weld seam total length reaches 640 meters.
If according to processing technology in the past, after steel beam with box shape splicing has been assembled, weld by hand (two protect weldering etc.), because weld seam is long, steel plate thickness is larger, even if the higher welder of weld horizontal is also difficult to one-shot forming, reach satisfied welding effect.
Therefore, studying a kind of method of utilizing submerged-arc welding to carry out steel beam with box shape welding, is the current technical issues that need to address.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of method of utilizing submerged-arc welding to carry out steel beam with box shape welding.
The technical scheme that the present invention solves its technical problem is:
The method of submerged arc welding steel beam with box shape, its processing step is: 1. first by the method for spot welding by two angle steel to being connected into steel beam with box shape, 2. cutting one section of angle steel compared with small dimension makes for accepting the Moveable support of solder flux, 3. make one of them interface of steel beam with box shape also fixing upward, 4. Moveable support is buckled on the interface of steel beam with box shape, with submerged arc welding machine welding, 5. inverted box section steel beam, make another interface of steel beam with box shape also fixing upward, with submerged arc welding machine, weld.
Concrete, the section length of described steel beam with box shape be 500 millimeters, wide be 500 millimeters, equal leg angle docking with 500 millimeters * 500 millimeters * 25 millimeters, 240 meters of steel beam with box shape overall lengths, the steel beam with box shape that first welding is long 12 meters, then with the steel beam with box shape of 12 meters to being connected into the steel beam with box shape of 240 meters of overall lengths, described Moveable support is one section 50 millimeters * 50 millimeters * 5 * millimeter angle steel.
Concrete, the section length of described steel beam with box shape be 200 millimeters, wide be 125 millimeters, steel beam with box shape length is 12 meters, and with the unequal angle docking of 200 millimeters * 125 millimeters * 16 millimeters, described Moveable support is one section 50 millimeters * 50 millimeters * 5 * millimeter angle steel.
Compared with prior art, adopt the following advantage of the inventive method:
1. weld seam one-shot forming, welded part is heated evenly, and bending deformation quantity is little;
2. weld seam perception is better, and manual welding is incomparable;
3. welding efficiency is high, has alleviated welder's labour intensity.
Accompanying drawing explanation
Fig. 1 is 500 * 500 * 25 steel beam with box shape welding procedure figure;
Fig. 2 is 125 * 125 * 16 steel beam with box shape welding procedure figure;
In figure, 1 is Moveable support.
The specific embodiment
The method of submerged arc welding steel beam with box shape, it is characterized in that, its processing step is: 1. first by the method for spot welding by two angle steel to being connected into steel beam with box shape, 2. cutting one section of angle steel compared with small dimension makes for accepting the Moveable support of solder flux, 3. make one of them interface of steel beam with box shape also fixing upward, 4. Moveable support is buckled on the interface of steel beam with box shape, with submerged arc welding machine, weld, 5. inverted box section steel beam, make another interface of steel beam with box shape also fixing upward, with submerged arc welding machine, weld.
The section length of described steel beam with box shape be 500 millimeters, wide be 500 millimeters, equal leg angle docking with 500 millimeters * 500 millimeters * 25 millimeters, 240 meters of steel beam with box shape overall lengths, the steel beam with box shape that first welding is long 12 meters, then with the steel beam with box shape of 12 meters to being connected into the steel beam with box shape of 240 meters of overall lengths, described Moveable support is one section 50 millimeters * 50 millimeters * 5 * millimeter angle steel.
The section length of described steel beam with box shape be 200 millimeters, wide be 125 millimeters, steel beam with box shape length is 12 meters, with the unequal angles docking of 200 millimeters * 125 millimeters * 16 millimeters, described Moveable support is one section 50 millimeters * 50 millimeters * 5 * millimeter angle steel.
Claims (3)
1. the method for submerged arc welding steel beam with box shape, it is characterized in that, its processing step is: 1. first by the method for spot welding by two angle steel to being connected into steel beam with box shape, 2. cutting one section of angle steel compared with small dimension makes for accepting the Moveable support of solder flux, 3. make one of them interface of steel beam with box shape also fixing upward, 4. Moveable support is buckled on the interface of steel beam with box shape, with submerged arc welding machine, weld, 5. inverted box section steel beam, make another interface of steel beam with box shape also fixing upward, with submerged arc welding machine, weld.
2. the method for submerged arc welding steel beam with box shape according to claim 1, it is characterized in that, the section length of described steel beam with box shape be 500 millimeters, wide be 500 millimeters, equal leg angle docking with 500 millimeters * 500 millimeters * 25 millimeters, 240 meters of steel beam with box shape overall lengths, the steel beam with box shape that first welding is long 12 meters, then with the steel beam with box shape of 12 meters to being connected into the steel beam with box shape of 240 meters of overall lengths, described Moveable support is one section 50 millimeters * 50 millimeters * 5 * millimeter angle steel.
3. the method for submerged arc welding steel beam with box shape according to claim 1, it is characterized in that, the section length of described steel beam with box shape be 200 millimeters, wide be 125 millimeters, steel beam with box shape length is 12 meters, with the unequal angle docking of 200 millimeters * 125 millimeters * 16 millimeters, described Moveable support is one section 50 millimeters * 50 millimeters * 5 * millimeter angle steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201410380904.1A CN104162732A (en) | 2014-08-05 | 2014-08-05 | Method for welding box-type steel beam through submerged-arc welding |
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CN201410380904.1A CN104162732A (en) | 2014-08-05 | 2014-08-05 | Method for welding box-type steel beam through submerged-arc welding |
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CN104162732A true CN104162732A (en) | 2014-11-26 |
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CN201410380904.1A Pending CN104162732A (en) | 2014-08-05 | 2014-08-05 | Method for welding box-type steel beam through submerged-arc welding |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104607765A (en) * | 2014-12-12 | 2015-05-13 | 湖北源盛钢构有限公司 | Assembly welding process of box-shaped steel formed by interlocking forming of steel angles and full penetrating of main welds |
CN104722888A (en) * | 2014-12-12 | 2015-06-24 | 湖北源盛钢构有限公司 | Forming process of full penetration of main welding joint of steel angle opposite-buckling box |
CN104722887A (en) * | 2014-12-12 | 2015-06-24 | 湖北源盛钢构有限公司 | Steel angle opposite-buckling box-type steel component and installing and welding process of full penetration of main welding joint |
CN104759739A (en) * | 2015-03-12 | 2015-07-08 | 南车眉山车辆有限公司 | Compound welding process of railway vehicle box beam |
CN110732748A (en) * | 2019-09-16 | 2020-01-31 | 广州文冲船厂有限责任公司 | rectangular column welding method |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3199174A (en) * | 1962-10-10 | 1965-08-10 | Hedlund Brdr Ab | Method of eliminating buckling deformation of beams |
CN202591816U (en) * | 2012-04-01 | 2012-12-12 | 河南省金华夏钢结构工程有限公司 | Submerged-arc welding auxiliary device for box type piece |
-
2014
- 2014-08-05 CN CN201410380904.1A patent/CN104162732A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3199174A (en) * | 1962-10-10 | 1965-08-10 | Hedlund Brdr Ab | Method of eliminating buckling deformation of beams |
CN202591816U (en) * | 2012-04-01 | 2012-12-12 | 河南省金华夏钢结构工程有限公司 | Submerged-arc welding auxiliary device for box type piece |
Non-Patent Citations (1)
Title |
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李学韶: "自升塔式起重机塔身标准节的加工", 《建筑机械》, no. 11, 30 November 1999 (1999-11-30) * |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104607765A (en) * | 2014-12-12 | 2015-05-13 | 湖北源盛钢构有限公司 | Assembly welding process of box-shaped steel formed by interlocking forming of steel angles and full penetrating of main welds |
CN104722888A (en) * | 2014-12-12 | 2015-06-24 | 湖北源盛钢构有限公司 | Forming process of full penetration of main welding joint of steel angle opposite-buckling box |
CN104722887A (en) * | 2014-12-12 | 2015-06-24 | 湖北源盛钢构有限公司 | Steel angle opposite-buckling box-type steel component and installing and welding process of full penetration of main welding joint |
CN104722887B (en) * | 2014-12-12 | 2017-01-04 | 湖北源盛钢构有限公司 | Angle steel make-up box steel beam column and the assembling and welding process of main weld full penetration |
CN104722888B (en) * | 2014-12-12 | 2017-01-04 | 湖北源盛钢构有限公司 | The moulding process of angle steel make-up casing main weld full penetration |
CN104759739A (en) * | 2015-03-12 | 2015-07-08 | 南车眉山车辆有限公司 | Compound welding process of railway vehicle box beam |
CN110732748A (en) * | 2019-09-16 | 2020-01-31 | 广州文冲船厂有限责任公司 | rectangular column welding method |
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Application publication date: 20141126 |
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