CN106670676B - A kind of steel bridge crossings on different level welding line structure and its construction method - Google Patents
A kind of steel bridge crossings on different level welding line structure and its construction method Download PDFInfo
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- CN106670676B CN106670676B CN201611240739.5A CN201611240739A CN106670676B CN 106670676 B CN106670676 B CN 106670676B CN 201611240739 A CN201611240739 A CN 201611240739A CN 106670676 B CN106670676 B CN 106670676B
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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
- B23K33/00—Specially-profiled edge portions of workpieces for making soldering or welding connections; Filling the seams formed thereby
-
- 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
- B23K31/00—Processes relevant to this subclass, specially adapted for particular articles or purposes, but not covered by only one of the preceding main groups
- B23K31/02—Processes 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
-
- 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
- B23K37/00—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups
Abstract
The invention discloses a kind of steel bridge crossings on different level welding line structure and its construction methods, web and wing plate including being mutually perpendicular to welding, the bottom surface longitudinal measure of first wing plate of the side and wing plate of the first web of web forms the first steel construction unit piece, the bottom surface longitudinal measure of second wing plate of the side and wing plate of the second web of web forms the second steel construction unit piece, the first aperture and the second aperture has been respectively cut in the lateral margin of first web and the second web, first steel construction unit piece and the second steel construction unit piece butt welding, first aperture and the second aperture dock to form welding hole and cross welding hole forms opening at the abutment joint of the first wing plate and the second wing plate, the one or both sides for crossing web at welding hole are covered with stiffening plate, the outer rim of stiffening plate is continuously welded with web and wing plate respectively.It solves the problems, such as that the weld configuration abrupt change of cross-section of conventional stereo intersection, antifatigue effect ability is weak, crosses welding hole plugging material Cracking Failure.
Description
Technical field
The present invention relates to bridge welding technical fields, and in particular to a kind of steel bridge crossings on different level welding line structure and its construction party
Method.
Background technique
In steel structure bridge design, the wing plate and web of steel member often connect in same section butt welding, wing plate butt welding
Fillet weld between seam, web butt weld and web and wing plate forms crossings on different level, is intersected in a bit on interface.It is a plurality of
The weld seam overlapping that crosses can cause welding residual stress cumulative and welding defect, need using reasonable construction arrangement and welding procedure
Method improves component butt weld stress safety.Steel member is just being answered caused by bearing most of moment of flexure in Moment lower wing plate
Power, web are primarily subjected to shear stress.Combination member stress characteristic, frequently with weld seam arrangement be: wing plate butt weld connect
It is continuous；Welding hole was reserved at web butt weld both ends, was convenient for the welding of wing plate weld seam.Reserved weldering in traditional web butt weld both ends
Hole is crossed after the completion of welding and fills sealing material at welding hole, the disadvantage is that, web holes edge is vertical with wing plate surface, and component is cut
Face mutation causes flange plate stress at this to be concentrated, and there are fatigue rupture risks；And cross welding hole filling sealing material often because aging,
Drying shrinkage causes to crack, and loses sealing function, needs to be regularly maintained.Considering should stress safe good airproof performance, maintenance work again
It measures small, then needs a kind of novel solid to intersect weld configuration, to solve the above problem brought by traditional intersection weld configuration.
Summary of the invention
In place of overcoming above-mentioned the deficiencies in the prior art, and a kind of improvement fatigue strength is provided, is mentioned
The steel bridge crossings on different level welding line structure and its construction method of high sealing structure and durability.It solves conventional stereo and intersects weldering
The abrupt change of cross-section of seam construction, antifatigue effect ability is weak, spends the problem of welding hole plugging material Cracking Failure.
To achieve the goals above, the present invention provides a kind of steel bridge crossings on different level welding line structures, including are mutually perpendicular to weld
The web and wing plate connect, it is characterised in that: the bottom surface of the first wing plate of the side and wing plate of the first web of the web
Longitudinal measure forms the first steel construction unit piece, the bottom of the second wing plate of the side and wing plate of the second web of the web
The first aperture has been respectively cut in the lateral margin of face longitudinal measure the second steel construction unit piece of formation, first web and the second web
With the second aperture, the first steel construction unit piece and the second steel construction unit piece butt welding, first aperture and the second aperture
Docking formed welding hole and crossed welding hole forms opening at the abutment joint of the first wing plate and the second wing plate, described to cross web at welding hole
One or both sides be covered with stiffening plate, the outer rim of the stiffening plate is continuously welded with web and wing plate respectively.
Based on the above technical solution, first aperture and the second aperture is semicircular arc, the first aperture and
The upper end of second aperture is tangent with the first wing plate and the second wing plate respectively, the first aperture and the second aperture lower end edge semicircular arc end
The tangential direction of point extends respectively to the end of the first web and the second web, and the welding hole of crossing is nose circle shape.
Based on the above technical solution, the equal arc-shaped transition in the two sides of the stiffening plate and the junction on bottom edge.
Based on the above technical solution, the abutment joint bottom surface of first wing plate and the second wing plate, which is welded with, passes across
The liner of the strip of welding hole.
Meanwhile also providing a kind of construction method of steel bridge crossings on different level welding line structure, which is characterized in that including walking as follows
It is rapid:
1) after the first wing plate, the second wing plate, the first web, the second web blanking, by the end of the first web, the second web
Portion lateral margin is cut into the first aperture and the second aperture of semicircular arc, and the upper end of semicircular arc and wing plate are tangent, semicircular arc
Lower end edge semicircular arc endpoint tangential direction extends to the end of web；
2) the bottom surface longitudinal measure of the side of the first web and the first wing plate is formed into the first steel construction unit piece, by second
The bottom surface longitudinal measure of the side of web and the second wing plate forms the second steel construction unit piece, respectively by the first web and the second abdomen
The end polishing of the first aperture and the second aperture on plate is even suitable；
3) by the first steel construction unit piece and the second steel construction unit piece butt junction location, by the first web and the second web pair
It is integral to connect penetration weld, face of weld polishes, and the first aperture and the second aperture formed welding hole；
4) the first wing plate and the second wing plate butt weld are continuously welded；
5) web one side or two sides weld reinforcement plate at welding hole are being crossed, stiffening plate periphery and web and wing plate are continuous
Welding.
Based on the above technical solution, it in the step 4), is pasted in the first wing plate and the second wing plate abutment joint bottom surface
It pads after passing across welding hole, then the first wing plate and the second wing plate are continuously welded.
The present invention has the advantage that as follows: designed steel member web and wing plate connects in same section butt welding, seam
Locate web side to cut camber, the first steel construction unit piece and the second steel construction unit piece butt welding and formed welding hole,
It separates web butt weld with wing plate butt weld, weld seam collection is avoided to neutralize residual stress superposition.
Meanwhile the arc of seam crossing web side cutting is semicircular arc, the upper end of semicircular arc is tangent with wing plate, avoids
The abrupt change of cross-section drops stress concentration, reduces fatigue rupture risk.
Moreover, crossing web two sides or one side weld reinforcement plate at welding hole, stiffening plate outer rim and web and wing plate company
Continuous welding, forms closed structure, and stiffening plate meets force request.Not only aperture section is supplemented, but also forms permanent confined space,
Stress is reliable, and maintenance workload is small.It realizes the superposition of intersection weld residual stress, aperture section does not weaken, forms confined air
Between, be conducive to structure stress safety and durability.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is the right side structural representation of Fig. 1.
Fig. 3 is the structural schematic diagram of the unwelded stiffening plate of Fig. 1.
In figure, the first wing plate of 101-, the second wing plate of 102-, the first web of 201-, the second web of 202-, 3- crosses welding hole,
The first aperture of 301-, the second aperture of 302-, 4- stiffening plate, 5- liner.
Specific embodiment
The performance that the invention will now be described in detail with reference to the accompanying drawings, but it and do not constitute a limitation of the invention, only do
Citing.Simultaneously by explanation, advantages of the present invention will become clearer and be readily appreciated that.
In conjunction with Fig. 1, Fig. 2, Fig. 3 it is found that a kind of steel bridge crossings on different level welding line structure, including be mutually perpendicular to welding web and
Wing plate, it is characterised in that: the bottom surface longitudinal measure of the first wing plate 101 of the side and wing plate of the first web 201 of web is formed
The bottom surface longitudinal measure of first steel construction unit piece, the second wing plate 102 of the side and wing plate of the second web 202 of web is formed
The lateral margin of second steel construction unit piece, the first web 201 and the second web 202 has been respectively cut the first aperture 301 and second and has opened
Hole 302, the first steel construction unit piece and the second steel construction unit piece butt welding, the first aperture 301 and the second aperture 302 docking
It formed welding hole 3 and crossed welding hole 3 and form opening at the abutment joint of the first wing plate 101 and the second wing plate 102, and crossed abdomen at welding hole 3
The one or both sides of plate are covered with stiffening plate 4, and the outer rim of stiffening plate 4 is continuously welded with web and wing plate respectively.
As shown in figures 1 and 3, the first aperture 301 and the second aperture 302 are semicircular arc, the first aperture 301 and second
The upper end of aperture 302 is tangent with the first wing plate 101 and the second wing plate 102 respectively, 302 lower end of the first aperture 301 and the second aperture
The end of the first web 201 and the second web 202 is extended respectively to along the tangential direction of semicircular arc endpoint, crossing welding hole 3 is circle
Shape is held, the abrupt change of cross-section is avoided, stress concentration is dropped, reduces fatigue rupture risk.First wing plate 101 and the second wing plate 102
Abutment joint bottom surface is welded with the liner 5 for passing across the strip of welding hole 3.Meanwhile in practical applications, same principle is also suitable
It is single whole plate in web, the welding hole excessively of nose circle shape is provided on web, welding hole is formed at wing plate butt weld excessively opens
Mouthful, wing plate butt weld connection.
As shown in Fig. 2, the equal arc-shaped transition in the two sides of stiffening plate 4 and the junction on bottom edge, prevents weld seam to be mutated, stress is equal
It is even.
A kind of construction method of steel bridge crossings on different level welding line structure, which comprises the steps of:
1) after the first wing plate 101, the second wing plate 102, the first web 201,202 blanking of the second web, by the first web
201, the end lateral margin of the second web 202 is cut into the first aperture 301 and the second aperture 302 of semicircular arc, semicircular arc
Upper end is tangent with wing plate, and the lower end edge semicircular arc endpoint tangential direction of semicircular arc extends to the end of web；
2) the bottom surface longitudinal measure of the side of the first web 201 and the first wing plate 101 is formed into the first steel construction unit piece,
The bottom surface longitudinal measure of the side of second web 202 and the second wing plate 102 is formed into the second steel construction unit piece, respectively by first
The end polishing of the first aperture 301 and the second aperture 302 on web 201 and the second web 202 is even suitable；
3) by the first steel construction unit piece and the second steel construction unit piece butt junction location, by the first web 201 and the second abdomen
The docking of plate 202 penetration weld is integral, and face of weld polishes, and the first aperture 301 and the second aperture 302 formed welding hole 3；
4) welding hole 3 is passed across in the first wing plate 101 and 102 abutment joint bottom surface stickers lining pad 5 of the second wing plate, by the first wing plate
101 and 102 butt weld of the second wing plate continuously weld；
5) web one side or two sides weld reinforcement plate 4 at welding hole 3,4 periphery of stiffening plate and web and wing plate are being crossed
Continuous welding.
Claims (6)
1. a kind of steel bridge crossings on different level welding line structure, web and wing plate including being mutually perpendicular to welding, it is characterised in that: the abdomen
The bottom surface longitudinal measure of the first wing plate (101) of the side and wing plate of the first web (201) of plate forms the first steel construction
Unit piece, the bottom surface longitudinal measure shape of the second wing plate (102) of the side and wing plate of the second web (202) of the web
At the second steel construction unit piece, the first aperture has been respectively cut in the lateral margin of first web (201) and the second web (202)
(301) and the second aperture (302), the first steel construction unit piece and the second steel construction unit piece butt welding, first aperture
(301) it formed welding hole (3) with the second aperture (302) docking and crossed welding hole (3) in the first wing plate (101) and the second wing plate
(102) opening is formed at abutment joint, the one or both sides for crossing web at welding hole (3) are covered with stiffening plate (4), the benefit
The outer rim of strong plate (4) is continuously welded with web and wing plate respectively.
2. steel bridge crossings on different level welding line structure according to claim 1, it is characterised in that: first aperture (301) and
Second aperture (302) is semicircular arc, the upper end of the first aperture (301) and the second aperture (302) respectively with the first wing plate
(101) and the second wing plate (102) is tangent, the tangent line of the first aperture (301) and the second aperture (302) lower end edge semicircular arc endpoint
Direction extends respectively to the end of the first web (201) and the second web (202), and described cross welding hole (3) are nose circle shape.
3. steel bridge crossings on different level welding line structure according to claim 2, it is characterised in that: the two sides of the stiffening plate (4)
The equal arc-shaped transition in the junction on side and bottom edge.
4. steel bridge crossings on different level welding line structure according to claim 3, it is characterised in that: first wing plate (101) and
The abutment joint bottom surface of second wing plate (102) is welded with the liner (5) for passing across the strip of welding hole (3).
5. a kind of construction method of such as steel bridge crossings on different level welding line structure of any of claims 1-4, feature exist
In including the following steps:
1) after the first wing plate (101), the second wing plate (102), the first web (201), the second web (202) blanking, by first
Web (201), the second web (202) end lateral margin be cut into the first aperture (301) and the second aperture of semicircular arc
(302), the upper end of semicircular arc and wing plate are tangent, and the lower end edge semicircular arc endpoint tangential direction of semicircular arc extends to web
End；
2) the bottom surface longitudinal measure of the side of the first web (201) and the first wing plate (101) is formed into the first steel construction unit piece,
The bottom surface longitudinal measure of the side of second web (202) and the second wing plate (102) is formed into the second steel construction unit piece, respectively will
The end polishing of the first aperture (301) and the second aperture (302) on first web (201) and the second web (202) is even suitable；
3) by the first steel construction unit piece and the second steel construction unit piece butt junction location, by the first web (201) and the second web
(202) docking penetration weld is integral, and face of weld polishes, and the first aperture (301) and the second aperture (302) formed welding hole (3)；
4) the first wing plate (101) and the second wing plate (102) butt weld are continuously welded；
5) web one side or two sides weld reinforcement plate (4) at welding hole (3), stiffening plate (4) periphery and web and the wing are being crossed
Plate continuously welds.
6. the construction method of steel bridge crossings on different level welding line structure according to claim 5, it is characterised in that: the step 4)
In, after the first wing plate (101) and the second wing plate (102) abutment joint bottom surface stickers lining pad (5) pass across welding hole (3), then by first
Wing plate (101) and the second wing plate (102) continuously weld.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611240739.5A CN106670676B (en) | 2016-12-29 | 2016-12-29 | A kind of steel bridge crossings on different level welding line structure and its construction method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201611240739.5A CN106670676B (en) | 2016-12-29 | 2016-12-29 | A kind of steel bridge crossings on different level welding line structure and its construction method |
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| CN106670676A CN106670676A (en) | 2017-05-17 |
| CN106670676B true CN106670676B (en) | 2019-01-29 |
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| CN107398622B (en) * | 2017-07-31 | 2019-10-25 | 中车长江车辆有限公司 | A kind of welding method |
| CN109436213B (en) * | 2018-10-26 | 2021-07-09 | 上海船舶研究设计院（中国船舶工业集团公司第六0四研究院） | Platform open pore structure in isolation empty cabin of stainless steel liquid cargo ship |
| CN109175818B (en) * | 2018-11-06 | 2021-05-11 | 南通中远海运川崎船舶工程有限公司 | Method for opening holes on welding edge of ship body |
| KR20210079633A (en) * | 2019-12-20 | 2021-06-30 | 현대자동차주식회사 | Component produced by welding and method for prducing the same |
| CN112975189A (en) * | 2021-03-22 | 2021-06-18 | 保定天威保变电气股份有限公司 | Method for preventing high-strength steel weld joint of clamping piece web of converter transformer from cracking |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5079919A (en) * | 1973-11-14 | 1975-06-28 | ||
| JPS56105398U (en) * | 1980-01-04 | 1981-08-17 | ||
| JP2006051522A (en) * | 2004-08-11 | 2006-02-23 | Okudo Kinzoku:Kk | Structure of welded joint of h-section steel |
| CN101824857A (en) * | 2010-03-12 | 2010-09-08 | 燕山大学 | Construction site-spliced rigid node of frame beam and frame column for single-layer steel structure workshop |
| CN103290929A (en) * | 2012-03-02 | 2013-09-11 | 青岛理工大学 | Assembled steel beam splicing node |
-
2016
- 2016-12-29 CN CN201611240739.5A patent/CN106670676B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5079919A (en) * | 1973-11-14 | 1975-06-28 | ||
| JPS56105398U (en) * | 1980-01-04 | 1981-08-17 | ||
| JP2006051522A (en) * | 2004-08-11 | 2006-02-23 | Okudo Kinzoku:Kk | Structure of welded joint of h-section steel |
| CN101824857A (en) * | 2010-03-12 | 2010-09-08 | 燕山大学 | Construction site-spliced rigid node of frame beam and frame column for single-layer steel structure workshop |
| CN103290929A (en) * | 2012-03-02 | 2013-09-11 | 青岛理工大学 | Assembled steel beam splicing node |
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| CN106670676A (en) | 2017-05-17 |
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