CN204040214U - Compound concrete filled steel tube outer ring plate beam-column connection - Google Patents
Compound concrete filled steel tube outer ring plate beam-column connection Download PDFInfo
- Publication number
- CN204040214U CN204040214U CN201420437067.7U CN201420437067U CN204040214U CN 204040214 U CN204040214 U CN 204040214U CN 201420437067 U CN201420437067 U CN 201420437067U CN 204040214 U CN204040214 U CN 204040214U
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- CN
- China
- Prior art keywords
- steel
- concrete
- outer ring
- ring plate
- web
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 88
- 239000010959 steel Substances 0.000 title claims abstract description 88
- 239000004567 concrete Substances 0.000 title claims abstract description 53
- 150000001875 compounds Chemical class 0.000 title claims abstract description 37
- 238000004873 anchoring Methods 0.000 claims abstract description 20
- 230000005540 biological transmission Effects 0.000 claims abstract description 13
- 239000011372 high-strength concrete Substances 0.000 claims description 3
- 239000011376 self-consolidating concrete Substances 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 abstract 1
- 230000000875 corresponding Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 238000007906 compression Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011031 large scale production Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
Abstract
The utility model compound concrete filled steel tube outer ring plate beam-column connection, relates to the connection of compound concrete-filled tubular column and girder steel element, belongs to construction work and combining structure technical field.This node is made up of compound concrete-filled tubular column, girder steel and Force transmission parts.Described compound concrete-filled tubular column is made up of the concrete of outer and inner tube and inner perfusion.Described girder steel is made up of upper bottom flange and web, the horizontal and vertical surrounding being arranged in compound concrete-filled tubular column of girder steel.Described Force transmission parts is made up of outer ring plate and anchoring web.Outer wall of steel pipe surrounding is welded with a circle outer ring plate outside, welds with the upper bottom flange of girder steel; Between outer and inner tube, just weld anchoring web to steel beam web plate position, outer steel pipe fluting, anchoring web extension is fixedly connected with steel beam web plate with outer ring plate simultaneously.Node of the present utility model can transmit pulling force and the pressure of bottom flange on girder steel effectively, and shear resistance is strong, node good integrity, and Path of Force Transfer is clear and definite, and processing and manufacturing is simple, and technical economic benefit is good.
Description
Technical field
The utility model belongs to structural engineering technical field, and particularly the connecting joint structure of a kind of compound concrete-filled tubular column and girder steel designs.
Background technology
Compound concrete-filled tubular column fire resistance is superior, and anti-seismic performance is strong and can not consider limit value of axial compression ratio in designing, and be a kind of form of structure of worth development, be a kind of form of structure with application prospect concerning large span public building and middle-high building.One of key difficulties applying compound concrete-filled tubular column is the connectivity problem solving itself and beam and slab structure, only has the solution of its node problems that compound encased structures just can be made to be developed faster.Concrete-filled tubular connections obtains research and practice application widely in decades, and the domestic and international pertinent literature report of compound concrete filled steel tube steel beam joint seldom.The utility model is the relevant more ripe achievement in research based on Concrete-filled tubular connections, and relate to the steel beam joint connected mode meeting modern structure designing requirement, the engineer applied that can be compound encased structures lays the foundation.
Utility model content
The utility model object is the deficiency existed for prior art, utilizes the technical characterstic of existing conventional steel concrete column and steel beam connecting joint, provides a kind of compound concrete filled steel tube outer ring plate beam-column connection.Node globality of the present utility model is strong, excellent in mechanical performance, simultaneously simplicity of design, easily manufactured and cost is low.
Compound concrete filled steel tube outer ring plate beam-column connection of the present utility model, is made up of compound concrete-filled tubular column, girder steel and Force transmission parts, and 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; Described Force transmission parts is made up of outer ring plate 5 and anchoring web 6; It is characterized in that, outside outer wall of steel pipe is welded with a circle outer ring plate 5, be connected with bottom flange butt weld on girder steel.Meanwhile, weld vertical anchoring web 6 between outer and inner tube, be embedded in concrete 3, position is just corresponding to the web of the girder steel 4 of vertical lateral arrangement; Outer steel pipe fluting, the part that anchoring web stretches out outer steel pipe is connected with outer ring plate 5 twin fillet wolt up and down, adopts high-strength bolt 8 and girder steel 4 web bolt-weld joint laterally through vertical junction plate 7.For power transmission is clearer and more definite, anchoring web 6 is up and down all higher than girder steel 4 web between outer and inner tube, and the part of stretching out outer steel pipe is contour with girder steel 4 web.The shearing of node area relies on outer steel pipe walls, node area core concrete and anchoring web jointly to transmit; Pulling force suffered by steel beam flange is delivered to outer steel pipe web by outer ring plate, by anchoring web, load is passed to joint cores again.
Described compound concrete-filled tubular column is the section form of inner circle foreign side or Nei Fang foreign side or the outer rectangle of interior rectangle.Described girder steel is steel I-beam or box steel beam.Described concrete is ordinary concrete or high-strength concrete or self-compacting concrete.The octagon ring flat-plate of described outer ring plate to be hypotenuse be straight line or camber line.
Beneficial effect:
1, the utility model is specially adapted to building structure compound concrete filled steel tube center pillar situation, this novel compound concrete-filled tubular column and girder steel outer ring plate connected node, the existence of outer ring plate inherits the simple feature of connection of self and beam, effectively can transmit pulling force and the pressure of bottom flange on girder steel; Anchoring web effectively can improve the Rigidity and strength of node.This joint structure is simple, processes easy for installation, and power transmission is clearly reliable, is conducive to the application of compound encased structures.
2, the utility model is easy to realize strong column and weak beam, purpose of design that node is stronger.Can adapt to modern industrialization Production requirement, particularly along with the operation of cold-formed thin-walled steel pipe large-scale production line and the development of steel structure of housing, advantage of the present utility model will better be played.
Accompanying drawing explanation
Fig. 1 is compound concrete-filled tubular column sectional view of the present utility model;
Fig. 2 is compound concrete filled steel tube outer ring plate beam-column connection floor map;
Fig. 3 is the I-I generalized section of Fig. 2 interior joint.
Detailed description of the invention
With reference to the accompanying drawings the utility model is described in detail.
The utility model 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 inner circle foreign side compound concrete-filled tubular column cross section.
As shown in Fig. 2-Fig. 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; Described Force transmission parts is made up of outer ring plate 5 and anchoring web 6; Outside steel pipe 1 outer wall is welded with a circle outer ring plate 5, is connected with bottom flange butt weld on girder steel 4.Meanwhile, weld vertical anchoring web 6 and be embedded in concrete 3 between outer and inner tube, position is just corresponding to the web of the girder steel 4 of vertical lateral arrangement; Outer steel pipe fluting, the part that anchoring web 6 stretches out outer steel pipe is connected with outer ring plate 5 twin fillet wolt up and down, adopts high-strength bolt 8 and girder steel 4 web bolt-weld joint laterally through vertical junction plate 7.As shown in Figure 2, outer ring plate hypotenuse adopts camber line can reach prevention stress and concentrates the feature with good looking appearance, and outer ring plate also can directly adopt skew lines to reach the effect of constructability; As shown in Figure 3, for power transmission is clearer and more definite, anchoring web 6 is up and down all higher than girder steel 4 web between outer and inner tube, and the part of stretching out outer steel pipe is contour with girder steel 4 web.The shearing of node area relies on outer steel pipe walls, node area core concrete and anchoring web jointly to transmit; Axle power suffered by steel beam flange is delivered to outer steel pipe web by outer ring plate, by anchoring web, load is passed to joint cores again.
The compound concrete-filled tubular column that the utility model relates to can be adopted as the section form of the outer rectangle of inner circle foreign side or Nei Fang foreign side or interior rectangle; Interior steel pipe and outer steel pipe can adopt thin-wall steel tube; Girder steel can be steel I-beam or box steel beam; Concrete can be ordinary concrete, high-strength concrete or self-compacting concrete; The octagon ring flat-plate of outer ring plate to be hypotenuse be straight line or camber line.Described realize the Force transmission parts that compound concrete-filled tubular column and steel beam joint just connect and comprise outer ring plate and anchoring web, the node force transfer system that their actings in conjunction are formed, can ensure that node power transmission is complete, reach the object of rigid joint, also can guarantee integrally-built stability.
Claims (5)
1. compound concrete filled steel tube outer ring plate beam-column connection, 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 made up of outer ring plate (5) and anchoring web (6); It is characterized in that: the outer steel pipe walls of node point connection is welded with a circle outer ring plate (5), welds with the upper bottom flange of girder steel (4); Between outer and inner tube, weld vertical anchoring web (6) is embedded in concrete (3) simultaneously, outer steel pipe fluting, anchoring web stretches out outer steel tubing portions, weld with outer ring plate (5) up and down, adopt high-strength bolt (8) to be connected with girder steel (4) web laterally through vertical junction plate (7).
2. compound concrete filled steel tube outer ring plate beam-column connection as claimed in claim 1, is characterized in that: described compound concrete-filled tubular column is the section form of inner circle foreign side or Nei Fang foreign side or the outer rectangle of interior rectangle.
3. compound concrete filled steel tube outer ring plate beam-column connection as claimed in claim 1, is characterized in that: described girder steel is steel I-beam or box steel beam.
4. compound concrete filled steel tube outer ring plate beam-column connection as claimed in claim 1, is characterized in that: described concrete is ordinary concrete or high-strength concrete or self-compacting concrete.
5. compound concrete filled steel tube outer ring plate beam-column connection as claimed in claim 1, is characterized in that: the octagon ring flat-plate of described outer ring plate to be hypotenuse be straight line or camber line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420437067.7U CN204040214U (en) | 2014-08-05 | 2014-08-05 | Compound concrete filled steel tube outer ring plate beam-column connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420437067.7U CN204040214U (en) | 2014-08-05 | 2014-08-05 | Compound concrete filled steel tube outer ring plate beam-column connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204040214U true CN204040214U (en) | 2014-12-24 |
Family
ID=52240897
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420437067.7U Expired - Fee Related CN204040214U (en) | 2014-08-05 | 2014-08-05 | Compound concrete filled steel tube outer ring plate beam-column connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204040214U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104120797A (en) * | 2014-08-05 | 2014-10-29 | 北方工业大学 | Composite concrete-filled steel tube outer ring plate beam column connecting node |
| CN106869316A (en) * | 2017-03-12 | 2017-06-20 | 东北石油大学 | The beam column edge of a wing is the group frame system and construction method of concrete filled steel tube |
| CN108532759A (en) * | 2018-04-20 | 2018-09-14 | 青岛理工大学 | The spliced concrete-filled double skin steel tube combined joint of ring flat-plate and installation method |
-
2014
- 2014-08-05 CN CN201420437067.7U patent/CN204040214U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104120797A (en) * | 2014-08-05 | 2014-10-29 | 北方工业大学 | Composite concrete-filled steel tube outer ring plate beam column connecting node |
| CN106869316A (en) * | 2017-03-12 | 2017-06-20 | 东北石油大学 | The beam column edge of a wing is the group frame system and construction method of concrete filled steel tube |
| CN108532759A (en) * | 2018-04-20 | 2018-09-14 | 青岛理工大学 | The spliced concrete-filled double skin steel tube combined joint of ring flat-plate and installation method |
| CN108532759B (en) * | 2018-04-20 | 2019-09-17 | 青岛理工大学 | The spliced concrete-filled double skin steel tube combined joint of ring flat-plate and installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141224 Termination date: 20150805 |
|
| EXPY | Termination of patent right or utility model |