CN105297895A - Compound steel pipe concrete column-steel beam semi-through haunch type node - Google Patents
Compound steel pipe concrete column-steel beam semi-through haunch type node Download PDFInfo
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- CN105297895A CN105297895A CN201510851691.0A CN201510851691A CN105297895A CN 105297895 A CN105297895 A CN 105297895A CN 201510851691 A CN201510851691 A CN 201510851691A CN 105297895 A CN105297895 A CN 105297895A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 135
- 239000010959 steel Substances 0.000 title claims abstract description 135
- 239000004567 concrete Substances 0.000 title claims abstract description 65
- 150000001875 compounds Chemical class 0.000 title claims abstract description 51
- 230000005540 biological transmission Effects 0.000 claims abstract description 11
- 230000002787 reinforcement Effects 0.000 claims abstract description 4
- 238000004080 punching Methods 0.000 claims description 16
- 239000011372 high-strength concrete Substances 0.000 claims description 4
- 239000011376 self-consolidating concrete Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 4
- 238000003466 welding Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 1
- 244000046052 Phaseolus vulgaris Species 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Abstract
The invention discloses a compound concrete-filled steel tubular column-steel beam semi-through haunch node, relates to a node connection form of a compound concrete-filled steel tubular column and a steel beam, and belongs to the technical field of building engineering and bridge engineering. The node consists of a compound steel pipe concrete column, a steel beam and a force transmission component. The compound steel pipe concrete column consists of an inner steel pipe, an outer steel pipe and poured concrete; the steel beam consists of an upper flange, a lower flange and a web plate; the force transmission component is an oblique axillary plate; the steel beam penetrates through the outer steel pipe and is welded on the wall of the inner steel pipe, and the joint of the steel beam and the wall of the outer steel pipe is welded for reinforcement; meanwhile, a ribbed oblique axillary plate is welded between the steel beam and the compound steel pipe concrete column. The node of the invention has simple structure and convenient construction, combines the structural measures of semi-through of the steel beam and haunch of the beam end, has the advantages of high rigidity and strength, good anti-seismic performance, clear force transmission path and the like, and can realize the effective transmission of force between the compound steel pipe concrete column and the steel beam.
Description
Technical field
The invention belongs to structural engineering technology and technical field of bridge engineering, particularly a kind of compound concrete-filled tubular column-girder steel half punching haunch type design of node.
Background technology
Compound concrete-filled tubular column is a kind of Novel combined column grown up on common steel tube concrete column basis, it not only can while reduction relative cross-section area, the object better retraining core concrete, improve columns bearing capacity, ductility and fire resistance can be reached, and high-strength concrete can be adopted safely and reliably, and the impact of limit value of axial compression ratio need not be considered.Therefore compound encased structures possesses the anti-safety stock that collapses of enough antidetonations, can be applied to high anti-seismic and set up defences in the engineering structures in district.Node is as key link in structure design, the very important work of of engineering staff always, but be still in the starting stage about the node research of compound concrete-filled tubular column at present, be applicable to the joint form of compound encased structures, particularly the node of girder steel and compound concrete-filled tubular column is also fewer, therefore be necessary to study rational bean column node form, to promote this superior form of structure application in engineering practice of compound encased structures.The present invention has considered compound concrete filled steel tube own profile feature, and have simple structure, the advantages such as easy construction, the engineer applied that can be compound encased structures lays the foundation.
Summary of the invention
The present invention is directed to the deficiency that existing engineering exists, on the basis considering compound concrete filled steel tube own profile feature, provide a kind of novel compound concrete-filled tubular column-girder steel half punching haunch type design of node scheme.
Compound concrete-filled tubular column-girder steel half punching haunch type node of the present invention, is made up of compound concrete-filled tubular column, girder steel and Force transmission parts.Described compound concrete-filled tubular column comprises outer steel pipe 1, interior steel pipe 2 and the inner concrete 3 poured into, and described girder steel 4 comprises bottom flange and web, and described Force transmission parts is oblique armpit plate 5.It is characterized in that: it is inner to interior steel pipe 2 place that girder steel 4 stretches into outer steel pipe 1, welds, and be embedded in concrete 3 with interior steel pipe 2 wall; Girder steel 4 and outer steel pipe 1 intersection carry out weld reinforcement; On girder steel 4, being welded with oblique armpit plate 5 between bottom flange place and the outer steel pipe 1 of compound concrete-filled tubular column simultaneously, for ensureing oblique armpit plate 5 stability, welding vertical floor 6 in oblique armpit plate 5 side towards beam column intersection.
Described compound concrete-filled tubular column type is compound hollow steel pipe concrete column or real compound concrete-filled tubular column, and the cross section combining form of interior steel pipe and outer steel pipe is: inner circle cylindrical, Nei Fang foreign side, inner circle foreign side, the outer rectangle of square internally and round externally or interior rectangle, interior rectangle foreign side shape, interior rectangle outer ring.Described concrete is ordinary concrete or high-strength concrete or self-compacting concrete.The thin-wall steel tube that described interior steel pipe and outer steel pipe all adopt the ratio of round steel pipe external diameter or the square steel pipe length of side or rectangular steel pipe length of short sides and thickness of steel pipe to be greater than 20.The steel of described steel beam column can adopt regular tenacity steel or yield strength at the high-strength steel of more than 460Mpa.Described oblique armpit plate adopts rectangular steel plates, and steel beam flange is wide and the two angle should remain between 30 ° and 60 °; The vertical floor of its side can need to adopt differing heights according to design, and vertical floor all adopts twin fillet wolt to be connected with oblique armpit plate, girder steel, outer steel pipe intersection.
Beneficial effect:
1, compound concrete-filled tubular column-girder steel half punching haunch type node of the present invention; girder steel half punching can ensure effective transmission of girder steel Shear force within the beam end and moment of flexure; girder steel beam-ends moment of flexure has been shared in the existence of oblique armpit plate; beam-ends plastic hinge can be realized; reach the object of protection nodes domains, improve the bearing capacity of node.Therefore this node bending resistance shear resistance is strong, Path of Force Transfer is clearly reliable, easily meets the requirement of rigid joint, realizes strong column and weak beam, seismic design object that node is stronger.
2, compound concrete-filled tubular column-girder steel half punching haunch type node of the present invention, directly penetrates outer steel-pipe welding in interior steel pipe walls, does not do any perforate process, can greatly reduce the workload of field operation, be conducive to accelerating construction progress girder steel by girder steel.
3, compound concrete-filled tubular column-girder steel half punching haunch type node of the present invention, there is good looking appearance, simplicity of design, construction costs be low, concrete is easily built, the advantage such as constructability, and excellent in mechanical performance, can be widely applied in high level, Super High combining structure and steel reinforced concrete combined bridge structure.
Fig. 1 is compound concrete-filled tubular column sectional view of the present invention;
Fig. 2 is compound concrete-filled tubular column-girder steel half punching haunch type nodal plane schematic diagram;
Fig. 3 is the I-I generalized section of Fig. 2 interior joint.
Detailed description of the invention
The present invention is described in detail with reference to the accompanying drawings.
The present invention is made up of compound concrete-filled tubular column, girder steel and Force transmission parts.Compound concrete-filled tubular column comprises outer steel pipe 1, interior steel pipe 2 and the inner concrete 3 poured into, and is illustrated in figure 1 the real compound concrete-filled tubular column cross section of inner circle foreign side.
As shown in Figure 2 and Figure 3, compound concrete-filled tubular column comprises outer steel pipe 1, interior steel pipe 2 and the inner concrete 3 poured into; Girder steel 4 comprises bottom flange and web; Force transmission parts is oblique armpit plate 5.Specifically be implemented as follows: before concrete 3 waters, first outside steel pipe 1 punches according to girder steel 4 profile, girder steel 4 stretched into outer steel pipe 1 along hole inner to interior steel pipe 2 place, weld with interior steel pipe 2 wall; Steel, 4 carry out weld reinforcement with outer steel pipe 1 intersection; Secondly, girder steel 4 being welded with oblique armpit plate 5 between bottom flange place and the outer steel pipe 1 of compound concrete-filled tubular column, for ensureing oblique armpit plate 5 stability, welding vertical floor 6 in oblique armpit plate 5 side towards beam column intersection; Finally, pouring Nodes concrete 3, forms compound concrete-filled tubular column-girder steel half punching haunch type node.
The steel core concrete column that the present invention relates to can adopt the cross section combining form of steel pipe to be the compound hollow steel pipe concrete column of rectangle, interior rectangle foreign side shape, interior rectangle outer ring outside inner circle cylindrical, Nei Fang foreign side, inner circle foreign side, square internally and round externally or interior rectangle or real compound concrete-filled tubular column; Concrete can adopt ordinary concrete or high-strength concrete or self-compacting concrete; Interior steel pipe and outer steel pipe all adopt thin-wall steel tube; The steel of steel beam column can adopt regular tenacity steel or high strength steel; Oblique armpit plate adopts rectangular steel plates, and steel beam flange is wide and the two angle should remain between 30 ° and 60 °, the vertical floor of its side can need to adopt differing heights according to design, and vertical floor all adopts twin fillet wolt to be connected with oblique armpit plate, girder steel, outer fastener for connection place.
Claims (6)
1. compound concrete-filled tubular column-girder steel half punching haunch type node, be made up of compound concrete-filled tubular column, girder steel and Force transmission parts, described compound concrete-filled tubular column comprises outer steel pipe (1), interior steel pipe (2) and the inner concrete (3) poured into, described girder steel (4) comprises bottom flange and web, and described Force transmission parts is oblique armpit plate (5); It is characterized in that: girder steel (4) is through outer steel pipe (1) and be welded on interior steel pipe (2) wall, girder steel (4) and outer steel pipe (1) intersection carry out weld reinforcement, between girder steel (4) and the outer steel pipe (1) of compound concrete-filled tubular column, be welded with oblique armpit plate (5) simultaneously, for ensureing oblique armpit plate (5) stability, weld vertical floor (6) in oblique armpit plate (5) side towards beam column intersection.
2. compound concrete-filled tubular column-girder steel half punching haunch type node as claimed in claim 1, it is characterized in that: described compound concrete-filled tubular column type is compound hollow steel pipe concrete column or real compound concrete-filled tubular column, and the cross section combining form of interior steel pipe and outer steel pipe is: inner circle cylindrical, Nei Fang foreign side, inner circle foreign side, the outer rectangle of square internally and round externally or interior rectangle, interior rectangle foreign side shape, interior rectangle outer ring.
3. compound concrete-filled tubular column-girder steel half punching haunch type node as claimed in claim 1, is characterized in that: described concrete is ordinary concrete or high-strength concrete or self-compacting concrete.
4. compound concrete-filled tubular column-girder steel half punching haunch type node as claimed in claim 1, is characterized in that: the thin-wall steel tube that described interior steel pipe and outer steel pipe all adopt the ratio of round steel pipe external diameter or the square steel pipe length of side or rectangular steel pipe length of short sides and thickness of steel pipe to be greater than 20.
5. compound concrete-filled tubular column-girder steel half punching haunch type node as claimed in claim 1, is characterized in that: the steel of described steel beam column can adopt regular tenacity steel or yield strength at the high-strength steel of more than 460Mpa.
6. compound concrete-filled tubular column-girder steel half punching haunch type node as claimed in claim 1, is characterized in that: described oblique armpit plate adopts rectangular steel plates, and steel beam flange is wide and the two angle should remain between 30 ° and 60 °; The vertical floor of its side can need to adopt differing heights according to design, and vertical floor all adopts twin fillet wolt to be connected with oblique armpit plate, girder steel, outer fastener for connection place.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510851691.0A CN105297895A (en) | 2015-11-30 | 2015-11-30 | Compound steel pipe concrete column-steel beam semi-through haunch type node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510851691.0A CN105297895A (en) | 2015-11-30 | 2015-11-30 | Compound steel pipe concrete column-steel beam semi-through haunch type node |
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| Publication Number | Publication Date |
|---|---|
| CN105297895A true CN105297895A (en) | 2016-02-03 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510851691.0A Pending CN105297895A (en) | 2015-11-30 | 2015-11-30 | Compound steel pipe concrete column-steel beam semi-through haunch type node |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356284A (en) * | 2018-11-15 | 2019-02-19 | 江西建工第二建筑有限责任公司 | A kind of assembled group frame beam column construction and its assembly method |
| CN109356285A (en) * | 2018-11-15 | 2019-02-19 | 江西建工第二建筑有限责任公司 | A kind of prefabricated column component, assembled combination prefabricated post and its assembly method |
| CN110258800A (en) * | 2019-06-05 | 2019-09-20 | 南昌大学 | A kind of full assembled recoverable function RCS combined joint of band support connection |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3629638B2 (en) * | 2000-03-09 | 2005-03-16 | 新日本製鐵株式会社 | Steel column and steel beam joint structure for steel structure with high rigidity and excellent damage controllability |
| CN201228393Y (en) * | 2008-07-04 | 2009-04-29 | 沈阳建筑大学 | Semi-punched core node of hollow sandwich steel tube concrete column and steel girder |
| CN104912199A (en) * | 2015-06-17 | 2015-09-16 | 北京清华同衡规划设计研究院有限公司 | Reinforcing structure of steel beam column hinging node |
-
2015
- 2015-11-30 CN CN201510851691.0A patent/CN105297895A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3629638B2 (en) * | 2000-03-09 | 2005-03-16 | 新日本製鐵株式会社 | Steel column and steel beam joint structure for steel structure with high rigidity and excellent damage controllability |
| CN201228393Y (en) * | 2008-07-04 | 2009-04-29 | 沈阳建筑大学 | Semi-punched core node of hollow sandwich steel tube concrete column and steel girder |
| CN104912199A (en) * | 2015-06-17 | 2015-09-16 | 北京清华同衡规划设计研究院有限公司 | Reinforcing structure of steel beam column hinging node |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356284A (en) * | 2018-11-15 | 2019-02-19 | 江西建工第二建筑有限责任公司 | A kind of assembled group frame beam column construction and its assembly method |
| CN109356285A (en) * | 2018-11-15 | 2019-02-19 | 江西建工第二建筑有限责任公司 | A kind of prefabricated column component, assembled combination prefabricated post and its assembly method |
| CN109356285B (en) * | 2018-11-15 | 2023-10-27 | 江西建工第二建筑有限责任公司 | Assembled prefabricated column component, assembled combined prefabricated column and assembling method thereof |
| CN110258800A (en) * | 2019-06-05 | 2019-09-20 | 南昌大学 | A kind of full assembled recoverable function RCS combined joint of band support connection |
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Effective date of registration: 20181101 Address after: 300000 5340 Xiping Road, Shuang Kou Town, Beichen District, Tianjin. Applicant after: Hebei University of Technology Address before: 100144 Jinyuan Zhuang Road, Shijingshan District, Beijing 5 Applicant before: Beifang Polytechnic Univ. |
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Application publication date: 20160203 |