CN102031752B - All-welded integral node - Google Patents
All-welded integral node Download PDFInfo
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- CN102031752B CN102031752B CN2010106180419A CN201010618041A CN102031752B CN 102031752 B CN102031752 B CN 102031752B CN 2010106180419 A CN2010106180419 A CN 2010106180419A CN 201010618041 A CN201010618041 A CN 201010618041A CN 102031752 B CN102031752 B CN 102031752B
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Abstract
The invention discloses an all-welded integral node, comprising a first node board (1) and a second node board (1'). The first node board (1) and the second node board (1') are welded into an integral structure through flat boards (2,3). The all-welded integral node provided by the invention has the advantages of simple and clear structural members, good integrity, large bearing capacity, improved construction quality and compact appearance, and is simple in corrosion prevention and convenient for industrialized production.
Description
Technical field
The present invention relates to the large span steel truss bridge node structure of highway bridge and Construction of Urban Rail Traffic, particularly relate to a kind of full welding integral node.
Background technology
At present, in highway bridge and the track traffic, the node of steel structure truss bridge adopts bolt weldering type of attachment more.This node connected mode is at the construction field (site), and the gusset plate of node area and chord member, web member couple together with the hybrid mode of bolt and weld seam.This connected mode has more shortcoming: (1) high-strength bolt large usage quantity; (2) structural element is too much; (3) industrialized level is lower, and each member need be installed on bridge, and inconvenient installation; (4) stress corrosion at generation bolt place and bolt corrosion, poor durability.
Therefore, those skilled in the art be devoted to develop simple clear and definite, the good integrity of a kind of member, bearing capacity big, improve construction quality, simple appearance, anticorrosion simple, the node of being convenient to suitability for industrialized production.
Summary of the invention
Because the above-mentioned defective of prior art, technical problem to be solved by this invention provide simple clear and definite, the good integrity of a kind of member, bearing capacity big, improve construction quality, simple appearance, anticorrosion simple, the node of being convenient to suitability for industrialized production.
For realizing above-mentioned purpose, the invention provides a kind of full welding integral node, comprise first node plate and Section Point plate; Said first node plate and Section Point plate are through the flat board structure that is welded into a whole.
Preferable, said flat board comprises that the upper flat plate that laterally arranges up and down is dull and stereotyped with down.
Preferable, be welded with internal partition between said upper flat plate and the following flat board; Said internal partition is dull and stereotyped vertical with down with said upper flat plate.
Preferable, said internal partition comprises first internal partition, second internal partition and the 3rd internal partition of parallel setting; Said upper flat plate is welded with external partition over against the said second internal partition place.
Preferable, said upper flat plate is provided with the first upper flat plate through hole between first internal partition and second internal partition, between second internal partition and the 3rd internal partition, be provided with the second upper flat plate through hole; Be respectively arranged with the first internal partition through hole, the second internal partition through hole and the 3rd internal partition through hole on said first internal partition, second internal partition and the 3rd internal partition; The position of the said second internal partition through hole is higher than said first internal partition through hole and the 3rd internal partition through hole.
Preferable, the one or both sides of said first node plate and Section Point plate are provided with the chord member attachment weld; Said first node plate and Section Point plate are welded with chord member at said chord member attachment weld place.
Preferable, said first node plate Section Point plate and the chord member middle part between said upper flat plate and following flat board is provided with first ribs; Said dull and stereotyped down middle part and chord member are provided with second ribs at the said dull and stereotyped down place, middle part of correspondence; The both sides of said first internal partition and the 3rd internal partition, and the middle part that is positioned at said upper flat plate and chord member is provided with the 3rd ribs; Said the 3rd ribs both sides equidistant parallel is provided with the 4th ribs, and said the 4th ribs passes said internal partition, and length is less than the length of said first node plate.
Preferable, said first node backboard is connected to cross-beam connecting plate from said Section Point plate one face down bonding; Said cross-beam connecting plate is provided with the web member attachment weld.
Preferable, said first node backboard is connected to the flat gusset plate that joins from said Section Point plate one face down bonding; Said first node plate, cross-beam connecting plate peace join gusset plate and are perpendicular to one another.
Preferable, said first node plate and Section Point plate join gusset plate with said upper flat plate, following flat board, chord member, cross-beam connecting plate peace and adopt the steel plate of wide not uniform thickness to dock welded construction.
The present invention has that structural element is simple clear and definite, good integrity, bearing capacity are big, improve construction quality, simple appearance, anticorrosion simple, the advantage of being convenient to suitability for industrialized production, has represented the steel truss bridge to high-strength, lightweight, integral body, large span, new construction Development Trend.
Below will combine accompanying drawing that the technique effect of design of the present invention, concrete structure and generation is described further, to understand the object of the invention, characteristic and effect fully.
Description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1;
Fig. 2 is the A-A sectional view of Fig. 1;
The structural representation of Fig. 3 embodiment of the invention 2;
Fig. 4 is the B-B sectional view of Fig. 3;
Fig. 5 is the structural representation of the embodiment of the invention 3;
Fig. 6 is the C-C sectional view of Fig. 5;
Fig. 7 is the D-D sectional view of Fig. 5;
Fig. 8 is the E-E sectional view of Fig. 5.
The specific embodiment
Embodiment 1: as depicted in figs. 1 and 2, a kind of full welding integral node comprises first node plate 1 and Section Point plate 1 ', and first node plate 1 and Section Point plate 1 ' are through the upper flat plate 3 that laterally arranges up and down and dull and stereotyped 2 structures that are welded into a whole down.The right side of first node plate 1 and Section Point plate 1 ' is provided with chord member attachment weld 7, and first node plate 1 is welded with chord member 10 with Section Point plate 1 ' at chord member attachment weld 7 places.Chord member 10 is welded to after the gusset plate, and directly dispatching from the factory gets final product.
Because first node plate 1, Section Point plate 1 ', upper flat plate 3, following flat board 2 and chord member 10 are that integrally welded structure is dispatched from the factory, so this node overall performance is good, bearing capacity is big, and easy construction, uses high-strength bolt few.
Embodiment 2: of Fig. 3 and Fig. 4; The structure of present embodiment and embodiment 1 are basic identical; Different is: upper flat plate 3 and be welded with down first internal partition 5, second internal partition 4 and the 3rd internal partition 5 ' of parallel setting between dull and stereotyped 2; Upper flat plate 2 is welded with external partition 11 over against second internal partition, 4 places, and each internal partition is vertical with following dull and stereotyped 2 with upper flat plate 3 with external partition; The left side of first node plate 1 and Section Point plate 1 ' also is provided with chord member attachment weld 7, and this chord member attachment weld place is welded with chord member 10.
Other structures of present embodiment are identical with embodiment 1 with operating principle, but owing to weld together with the chord member one in internal partition, external partition and left side, so performance is better than embodiment 1.
Embodiment 3: like Fig. 5, Fig. 6, Fig. 7 and triangular truss node structure shown in Figure 8; The structure of present embodiment and embodiment 2 are basic identical; Different is; Upper flat plate 3 is provided with the first upper flat plate through hole 31 between first internal partition 5 and second internal partition 4; Be higher than the first internal partition through hole 51 and the 3rd internal partition through hole 51 ' being provided with the position that is respectively arranged with the first internal partition through hole 51, the second internal partition through hole 41 and the 3rd internal partition through hole 51 ', the second internal partition through hole 41 on the second upper flat plate through hole, 32, the first internal partitions 5, second internal partition 4 and the 3rd internal partition 5 ' between second internal partition 4 and the 3rd internal partition 5 '.
In the present embodiment, having welded two chord members on the node, in other specific embodiment, also can be two nodes of welding on the chord member, to reach essentially identical technique effect.
Other structures of present embodiment are identical with embodiment 1 with operating principle, but because the setting of bulkhead through-hole, ribs, and together with the welding of cross-beam connecting plate 8 peace couplet gusset plates 9 one, so performance is better than embodiment 2.
Embodiment 4: the structure of present embodiment is identical with embodiment 3; Different is; On the maximum circular arc of the first node plate of full welding integral node and Section Point plate radius, be provided with the montant attachment weld, this attachment weld place can weld with montant, so can be made into N type panel point.Other structures of present embodiment are identical with embodiment 3.
More than describe preferred embodiment of the present invention in detail.Should be appreciated that those of ordinary skill in the art need not creative work and just can design according to the present invention make many modifications and variation.Therefore, all technician in the art all should be in the determined protection domain by claims under this invention's idea on the basis of existing technology through the available technical scheme of logical analysis, reasoning, or a limited experiment.
Claims (2)
1. a full welding integral node is characterized in that: comprise first node plate (1) and Section Point plate (1 '); Said first node plate (1) and Section Point plate (1 ') are through dull and stereotyped (2, the 3) structure that is welded into a whole; Said flat board comprises upper flat plate (3) and down dull and stereotyped (2) that laterally arrange up and down; Be welded with internal partition (4,5,5 ') between said upper flat plate (3) and down dull and stereotyped (2); Said internal partition (4,5,5 ') is vertical with down dull and stereotyped (2) with said upper flat plate (3); Said internal partition comprises first internal partition (5), second internal partition (4) and the 3rd internal partition (5 ') of parallel setting; Said upper flat plate (3) locates to be welded with external partition (11) over against said second internal partition (4); Said upper flat plate (3) is provided with the first upper flat plate through hole (31) between first internal partition (5) and second internal partition (4), between second internal partition (4) and the 3rd internal partition (5 '), be provided with the second upper flat plate through hole (32); Be respectively arranged with the first internal partition through hole (51), the second internal partition through hole (41) and the 3rd internal partition through hole (51 ') on said first internal partition (5), second internal partition (4) and the 3rd internal partition (5 '); The position of the said second internal partition through hole (41) is higher than said first internal partition through hole (51) and the 3rd internal partition through hole (51 '), and the one or both sides of said first node plate (1) and Section Point plate (1 ') are provided with chord member attachment weld (7); Said first node plate (1) and Section Point plate (1 ') locate to be welded with chord member (10) at said chord member attachment weld (7), and the middle part that said first node plate (1) Section Point plate (1 ') and chord member (10) are positioned between said upper flat plate (3) and down dull and stereotyped (2) is provided with first ribs (61); The middle part of said down dull and stereotyped (2) and chord member (10) are provided with second ribs (62) at the place, middle part of correspondence said dull and stereotyped (2) down; The both sides of said first internal partition (5) and the 3rd internal partition (5 '), and the middle part that is positioned at said upper flat plate (3) and chord member (10) is provided with the 3rd ribs (63); Said the 3rd ribs (63) both sides equidistant parallel is provided with the 4th ribs (64), and said the 4th ribs (64) passes said internal partition, and length is less than the length of said first node plate (1); And on the maximum circular arc of the radius of said first node plate and said Section Point plate, be provided with the montant attachment weld.
2. full welding integral node as claimed in claim 1 is characterized in that: said first node plate (1) deviates from said Section Point plate (1 ') face down bonding and is connected to cross-beam connecting plate (8); Said cross-beam connecting plate (8) is provided with web member attachment weld (12), and said first node plate (1) deviates from said Section Point plate (1 ') face down bonding and is connected to the flat gusset plate (9) that joins; Said first node plate (1), cross-beam connecting plate (8) peace join gusset plate (9) and are perpendicular to one another, and said first node plate (1) and Section Point plate (1 ') join gusset plate (9) and adopt the steel plate of wide not uniform thickness to dock welded construction with said upper flat plate (3), down dull and stereotyped (2), chord member (10), cross-beam connecting plate (8) peace.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010106180419A CN102031752B (en) | 2010-12-30 | 2010-12-30 | All-welded integral node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010106180419A CN102031752B (en) | 2010-12-30 | 2010-12-30 | All-welded integral node |
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| Publication Number | Publication Date |
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| CN102031752A CN102031752A (en) | 2011-04-27 |
| CN102031752B true CN102031752B (en) | 2012-07-25 |
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Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979033A (en) * | 2012-11-16 | 2013-03-20 | 中铁大桥勘测设计院集团有限公司 | Steel truss girder all-welded joist slice and construction method thereof |
| CN102966033B (en) * | 2012-12-12 | 2014-12-03 | 中铁山桥集团有限公司 | Multi-joint chord member of all-welded railway continuous steel truss girder, and manufacturing method of multi-joint chord member |
| CN105113382B (en) * | 2015-05-21 | 2017-03-01 | 中铁大桥勘测设计院集团有限公司 | The double web attachment structure of steel truss diagonal brace with secondary purlin |
| CN106835950A (en) * | 2017-03-27 | 2017-06-13 | 中铁二院工程集团有限责任公司 | Concrete-filled steel tube arch arch rib truss H type web member all welded type coupling configurations |
| CN111136424B (en) * | 2019-12-24 | 2021-04-27 | 江苏中铁山桥重工有限公司 | Manufacturing method of large-scale multi-closed-structure support chord member |
| CN111364362A (en) * | 2020-03-16 | 2020-07-03 | 长安大学 | Bridge construction process adopting all-welded integral node steel pipe truss chord member prefabricated unit |
| CN111980295A (en) * | 2020-08-26 | 2020-11-24 | 长安大学 | Truss structure adopting rectangular steel pipe concrete chord member with batten plate openings |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2546201A2 (en) * | 1983-04-25 | 1984-11-23 | Deminiere Marie Agnes | Bridges with a latticed load-bearing structure made up of steel sections assembled by means of assembly nodes |
| CN101608424A (en) * | 2009-07-07 | 2009-12-23 | 中铁大桥勘测设计院有限公司 | A kind of octahedral tank type steel purlin arc bridge boom |
| CN201546171U (en) * | 2009-10-30 | 2010-08-11 | 中铁二院工程集团有限责任公司 | Multipoint combined top beam structure of railway ultra large-span steel truss beam |
| CN201634994U (en) * | 2010-02-01 | 2010-11-17 | 中铁大桥勘测设计院有限公司 | Bolting-welding combined member |
| CN201924271U (en) * | 2010-12-30 | 2011-08-10 | 上海市城市建设设计研究院 | Fully-welded integral node |
-
2010
- 2010-12-30 CN CN2010106180419A patent/CN102031752B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2546201A2 (en) * | 1983-04-25 | 1984-11-23 | Deminiere Marie Agnes | Bridges with a latticed load-bearing structure made up of steel sections assembled by means of assembly nodes |
| CN101608424A (en) * | 2009-07-07 | 2009-12-23 | 中铁大桥勘测设计院有限公司 | A kind of octahedral tank type steel purlin arc bridge boom |
| CN201546171U (en) * | 2009-10-30 | 2010-08-11 | 中铁二院工程集团有限责任公司 | Multipoint combined top beam structure of railway ultra large-span steel truss beam |
| CN201634994U (en) * | 2010-02-01 | 2010-11-17 | 中铁大桥勘测设计院有限公司 | Bolting-welding combined member |
| CN201924271U (en) * | 2010-12-30 | 2011-08-10 | 上海市城市建设设计研究院 | Fully-welded integral node |
Non-Patent Citations (2)
| Title |
|---|
| 周良等.闵浦二桥主桥设计及技术创新.《城市道桥与防洪》.2010,(第9期),24-29，34. * |
| 陈向东.轻轨车辆与斜拉桥动态耦合系统的数值模拟方法及应用.《中国博士学位论文全文数据库》.2009,30-37. * |
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| CN102031752A (en) | 2011-04-27 |
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Owner name: SHANGHAI URBAN CONSTRUCTION DESIGN + RESEARCH INST Free format text: FORMER NAME: SHANGHAI MUNICIPAL URBAN CONSTRUCTION DESIGN AND RESEARCH INST. |
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Address after: 200011 Tibet South Road, Shanghai, No. 1170, No. Patentee after: Shanghai urban construction design & Research Institute (Group) Co., Ltd. Address before: 200011 Tibet South Road, Shanghai, No. 1170, No. Patentee before: Shanghai Urban Construction Design & Research Institute |
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