CN201228393Y - Semi-punched core node of hollow sandwich steel tube concrete column and steel girder - Google Patents
Semi-punched core node of hollow sandwich steel tube concrete column and steel girder Download PDFInfo
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- CN201228393Y CN201228393Y CNU2008200138365U CN200820013836U CN201228393Y CN 201228393 Y CN201228393 Y CN 201228393Y CN U2008200138365 U CNU2008200138365 U CN U2008200138365U CN 200820013836 U CN200820013836 U CN 200820013836U CN 201228393 Y CN201228393 Y CN 201228393Y
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Abstract
The utility model relates to a half-punched core joint between a concrete-filled double skin steel tube column and a steel frame girder, and belongs to a structural form of a structural joint. The joint connects the steel frame girder to an inner steel tube and an outer steel tube respectively through a weld joint and transfers force and bending moment. Double skin steel tube concretes can adopt the cross section types as follows: a round is enclosed by the round, the round is enclosed by a square, the square is enclosed by the round, the square is enclosed by the square, a rectangle is enclosed by the rectangle, the rectangle is enclosed by the square, and the rectangle is enclosed by the round; steels thereof can adopt general strength steels or high strength steels; the concretes can be common concretes or high strength concretes and self-compaction concretes; and a thin-wall steel tube can be adopted. By adopting the half-punched core joint, the unfavorable conditions that only the outer steel tube bears the force and the bending moment can be avoided, an enforced loop plane does not need to be arranged between the outer steel tube and the steel frame girder, the steels are saved, and useful use space is increased; holes are opened on an upper flange and a lower flange of the steel frame girder between the inner steel tube and the outer steel tube, thereby being easy to ensure the pouring quality of the concretes; and the mechanized production is facilitated, and the field operation workload is reduced.
Description
Technical field
The utility model relates to a kind of construction form of architecture joints, particularly relates to the semi-core-through joint form of a kind of concrete-filled double skin steel tube post and girder steel.
Background technology
Concrete-filled double skin steel tube is a kind of fill concrete in the interlayer of two-layer steel pipe and the novel steel tube concrete structure that forms.Can be divided into circle cover circle, side's cover circle, circle cover side, cover side, side, rectangular sleeve rectangle, square sleeve rectangle and circular cover rectangular hollow interlayer steel tube concrete by section form, its steel can adopt regular tenacity steel or the yield strength high-strength steel more than 550MPa, concrete can be ordinary concrete or compressive strength high-strength concrete and the self-compacting concrete at 80～120MPa, and can to adopt the ratio of steel pipe external diameter (length of side) and wall thickness be 40～150 thin-wall steel tube.Compare with traditional encased structures, this form of structure especially can reduce dead load and improve the bending rigidity of structure, has a good application prospect.And in application process, must relate to concrete-filled double skin steel tube post and the connected node problem of using more steel-frame beam at present.
Summary of the invention
The purpose of this utility model is to provide a kind of half punching connected node that is used for concrete-filled double skin steel tube post and steel-frame beam.It is connected to interior steel pipe, outer steel pipe and transmission power and moment of flexure between Vierendeel girder and two steel pipes by weld seam with steel-frame beam.The utility model has avoided only being born by outer steel pipe the unfavorable situation of power and moment of flexure, establishes enforced loop plane between steel pipe and the steel-frame beam outside, saves steel, has increased effective usage space.
The purpose of this utility model is achieved through the following technical solutions:
Concrete-filled double skin steel tube post and girder steel semi-penetrate core node, its node comprises concrete-filled double skin steel tube post and steel-frame beam, steel-frame beam half punching; By weld seam steel-frame beam is connected in interior steel pipe, outer steel pipe; By weld seam transmission power and moment of flexure between steel-frame beam and inside and outside steel pipe.
Aforesaid concrete-filled double skin steel tube post and girder steel semi-penetrate core node, perforate on the upper and lower edge of a wing of the steel-frame beam between two steel pipes, the hole be shaped as circle or ellipse.
Advantage of the present utility model and effect are:
1. the utility model has avoided only being born by outer steel pipe the unfavorable situation of power and moment of flexure, establishes enforced loop plane between steel pipe and the steel-frame beam outside, saves steel, has increased effective usage space.
2. the utility model perforate on the upper and lower edge of a wing of the steel-frame beam between two steel pipes is easy to guarantee concrete pouring quality.
3. the utility model is convenient to mechanization production, has reduced the site operation workload.
Description of drawings
Fig. 1 is the structural representation of the interior steel pipe that finishes in factory-prepared;
Fig. 2 is the structural representation of the outer steel pipe that finishes in factory-prepared;
Fig. 3 is the structural representation of the steel-frame beam that finishes in factory-prepared;
The node generalized section of Fig. 4 for constructing and finish at the scene;
Fig. 5 is the final form floor map of node.
The specific embodiment
With reference to the accompanying drawings the utility model is elaborated.
Accompanying drawing is an example with the steel-frame beam node of circle cover circle concrete-filled double skin steel tube and H tee section.
As illustrated in fig. 1 and 2, by steel pipe 1 and outer steel pipe 3 in the design size processing; Press design attitude interior steel pipe 1 and outside an end perforate 2 of steel pipe 3, and guarantee that inside and outside steel pipe perforate is corresponding one by one, the shape in hole is identical with the cross sectional shape of steel-frame beam, and its size is slightly larger than the size in steel-frame beam cross section, and the number in hole is determined by the number of the steel-frame beam that will connect.
As shown in Figure 3, by designing requirement machined steel Vierendeel girder 4, should guarantee that its size beam-ends behind installation in position omits the inwall of steel pipe in the indentation; The upper and lower edge of a wing perforate 5 of the steel-frame beam between inside and outside steel pipe, the shape in hole is advisable with circle or ellipse, concentrates to avoid stress, and number is decided on actual conditions, will guarantee that simultaneously enough edge of a wing sectional areas are with effective transmission moment of flexure.
As shown in Figure 4,, adopt welding or other connected mode 6 that interior steel pipe 1, outer steel pipe 3 are connected on the base plate 7, guarantee that the concentric and inside and outside steel pipe perforate of inside and outside steel pipe is corresponding one by one for the first floor; For other layer, adopt welding 6 that interior steel pipe 1, outer steel pipe 3 are welded on the interior steel pipe 1, outer steel pipe 3 of lower floor, guarantee that the concentric and inside and outside steel pipe perforate of inside and outside steel pipe is corresponding one by one.
As shown in Figure 5, steel-frame beam 4 is inserted in the hole 2 of inside and outside steel pipe, fillet weld 8 weldings are adopted in the outside of steel pipe outside, adopt plug weld 9 (beam section thickness is less) or fillet weld 9 (beam section thickness is bigger) welding in the inside of interior steel pipe; After pipe highly reached design height, concreting 10 between outer and inner tube, and the concrete height should be a little less than the top of steel pipe, so that connect the last layer steel pipe.
Step of the present utility model and process conditions are:
The first step: by steel pipe, outer steel pipe in the design size processing; Press design attitude perforate at one end, and guarantee that inside and outside steel pipe perforate is corresponding one by one;
Second step:, guarantee that its size beam-ends behind installation in position omits the inwall of steel pipe in the indentation by designing requirement machined steel Vierendeel girder; Upper and lower edge of a wing perforate at steel-frame beam;
The 3rd step: adopt welding or other connected mode that interior steel pipe, outer steel pipe are connected on the interior steel pipe of base plate or lower floor, the outer steel pipe at the construction field (site), guarantee that the concentric and inside and outside steel pipe perforate of inside and outside steel pipe is corresponding one by one;
The 4th step: steel-frame beam is inserted in the hole of inside and outside steel pipe; The outside of steel pipe adopts fillet weld to connect steel pipe and girder steel outside, adopts plug weld (beam section thickness is less) or fillet weld (beam section thickness is bigger) to connect steel pipe and girder steel in the inside of interior steel pipe;
The 5th the step: when the pipe highly reach design height after between inside and outside steel pipe concreting.
Steel pipe and outer steel pipe in the utility model is connected to steel-frame beam by weld seam are by weld seam transmission power and moment of flexure between Vierendeel girder and two steel pipes.Can adopt circle cover circle, side's cover circle, circle cover side, cover side, side, rectangular sleeve rectangle, square sleeve rectangle and circular cover rectangular hollow interlayer steel tube concrete, its steel can adopt regular tenacity steel or high-strength steel, concrete can be ordinary concrete or high-strength concrete and self-compacting concrete, and can adopt thin-wall steel tube.The utility model has avoided only being born by outer steel pipe the unfavorable situation of power and moment of flexure, establishes enforced loop plane between steel pipe and the steel-frame beam outside, saves steel, increases effective usage space; Perforate on the upper and lower edge of a wing of the steel-frame beam between two steel pipes is easy to guarantee concrete pouring quality; Be convenient to mechanization production, reduced the site operation workload.
Claims (2)
1. concrete-filled double skin steel tube post and girder steel semi-penetrate core node is characterized in that, described node comprises concrete-filled double skin steel tube post and steel-frame beam, steel-frame beam half punching; By weld seam steel-frame beam is connected in interior steel pipe, outer steel pipe; By weld seam transmission power and moment of flexure between steel-frame beam and inside and outside steel pipe.
2. concrete-filled double skin steel tube post according to claim 1 and girder steel semi-penetrate core node is characterized in that, perforate on the upper and lower edge of a wing of the steel-frame beam between two steel pipes, the hole be shaped as circle or ellipse.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200138365U CN201228393Y (en) | 2008-07-04 | 2008-07-04 | Semi-punched core node of hollow sandwich steel tube concrete column and steel girder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200138365U CN201228393Y (en) | 2008-07-04 | 2008-07-04 | Semi-punched core node of hollow sandwich steel tube concrete column and steel girder |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201228393Y true CN201228393Y (en) | 2009-04-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200138365U Expired - Fee Related CN201228393Y (en) | 2008-07-04 | 2008-07-04 | Semi-punched core node of hollow sandwich steel tube concrete column and steel girder |
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| CN (1) | CN201228393Y (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101914952A (en) * | 2010-07-23 | 2010-12-15 | 华南理工大学 | Connecting joint between hollow steel tube concrete column and steel girder and construction method thereof |
| CN101942865A (en) * | 2010-09-10 | 2011-01-12 | 江苏科技大学 | Steel/high molecular material interlayer tubular joint |
| CN102071830B (en) * | 2009-11-19 | 2012-07-11 | 香港理工大学 | FRP (fiber reinforce plastic) tube-concrete-steel tube combined tube tower and segmented construction method thereof |
| CN105297895A (en) * | 2015-11-30 | 2016-02-03 | 北方工业大学 | Compound steel pipe concrete column-steel beam semi-through haunch type node |
| CN105297896A (en) * | 2015-11-30 | 2016-02-03 | 北方工业大学 | Punching corbel haunch type compound steel pipe concrete column-steel beam node |
| CN105369903A (en) * | 2015-11-30 | 2016-03-02 | 北方工业大学 | Compound steel pipe concrete column-steel beam punching haunch type node |
| CN109610653A (en) * | 2018-12-05 | 2019-04-12 | 台州航权机械科技有限公司 | A kind of stable type beam-to-column joint structure and its installation method |
| CN112832825A (en) * | 2021-01-19 | 2021-05-25 | 华北理工大学 | Assembled hollow sandwich concrete filled steel tube arch center and construction method thereof |
-
2008
- 2008-07-04 CN CNU2008200138365U patent/CN201228393Y/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102071830B (en) * | 2009-11-19 | 2012-07-11 | 香港理工大学 | FRP (fiber reinforce plastic) tube-concrete-steel tube combined tube tower and segmented construction method thereof |
| CN101914952A (en) * | 2010-07-23 | 2010-12-15 | 华南理工大学 | Connecting joint between hollow steel tube concrete column and steel girder and construction method thereof |
| CN101942865A (en) * | 2010-09-10 | 2011-01-12 | 江苏科技大学 | Steel/high molecular material interlayer tubular joint |
| CN101942865B (en) * | 2010-09-10 | 2012-10-24 | 江苏科技大学 | Steel/high molecular material interlayer tubular joint |
| CN105297895A (en) * | 2015-11-30 | 2016-02-03 | 北方工业大学 | Compound steel pipe concrete column-steel beam semi-through haunch type node |
| CN105297896A (en) * | 2015-11-30 | 2016-02-03 | 北方工业大学 | Punching corbel haunch type compound steel pipe concrete column-steel beam node |
| CN105369903A (en) * | 2015-11-30 | 2016-03-02 | 北方工业大学 | Compound steel pipe concrete column-steel beam punching haunch type node |
| CN109610653A (en) * | 2018-12-05 | 2019-04-12 | 台州航权机械科技有限公司 | A kind of stable type beam-to-column joint structure and its installation method |
| CN112832825A (en) * | 2021-01-19 | 2021-05-25 | 华北理工大学 | Assembled hollow sandwich concrete filled steel tube arch center and construction method thereof |
| CN112832825B (en) * | 2021-01-19 | 2022-04-12 | 华北理工大学 | Assembled hollow sandwich concrete filled steel tube arch center and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090429 Termination date: 20100704 |