CN208267099U - A kind of assembled steel tube concrete frame connection structure - Google Patents
A kind of assembled steel tube concrete frame connection structure Download PDFInfo
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- CN208267099U CN208267099U CN201821494894.4U CN201821494894U CN208267099U CN 208267099 U CN208267099 U CN 208267099U CN 201821494894 U CN201821494894 U CN 201821494894U CN 208267099 U CN208267099 U CN 208267099U
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- steel pipe
- pipe column
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- steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 95
- 239000010959 steel Substances 0.000 title claims abstract description 95
- 239000004567 concrete Substances 0.000 title claims abstract description 14
- 239000011150 reinforced concrete Substances 0.000 abstract description 3
- 238000003466 welding Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000010410 reperfusion Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of assembled steel tube concrete frame connection structures, including four square bar tubing strings, connector and steel member, four rectangular steel tube rod structures are identical, they are the first steel pipe column, the second steel pipe column, third steel pipe column and the 4th steel pipe column respectively；The square bar tubing string includes first side, second side, third side and the 4th side；Component hole is respectively equipped on the first side, second side, third side and the 4th side, the component hole includes the first hole and the second hole being symmetrical set；The steel member includes first component group and second component group；The first component group is penetrated by the component hole in the first side, is pierced by by the component hole on the third side, and the second component group is penetrated by the component hole in the second side, is pierced by by the component hole on the 4th side.The utility model thoroughly solves the connection of Steel Pipe Reinforced Concrete Structures column beam and creates steel pipe concrete beam, and assembly rate greatly improves, and structure is more stable.
Description
Technical field
The utility model relates to building structure technology field, specifically a kind of assembled steel tube concrete frame connection structure.
Background technique
Assembling type steel structure system refers to according to unified, standard building subassembly specification production house unit or component, so
It is transported to the construction site assembly building of generation in place afterwards.Its main feature is that construction quality is light, energy conservation and environmental protection, speed of application are fast, work
Industry degree height etc., can solve that China's building industrialization level is low, house building labor productivity is low and conventional house product
The problems such as quality is low adapt to the development of China's building trade, and even section and beam (type) are assembling type steel structure systems to column beam
In important connection type, it directly affects the speed of application and assembling degree of structure, therefore column beam and beam (type)
Connection type should mostly use the mode for being convenient for operation and saving steel dosage as far as possible while its bearing capacity cannot reduce, tradition
Joint connection manner is to weld or be bolted, but welding has code requirement to steel plate thickness, and it is inadequate to be bolted stability, weldering
Connecing or be bolted column beam main material is H profile steel beam because needing to reach welding requirements so steel using amount caused by steel plate thickness is blocked up
Greatly, the dosage of steel is greatly saved in existing Steel Pipe Reinforced Concrete Structures, but it is also using welding or spiral shell that it, which connects node of column and beam technology,
Bolt, and beam is also using H profile steel beam.
Utility model content
The utility model aim is overcome the deficiencies in the prior art, adapts to realistic development, provides a kind of assembled steel tube
Concrete frame connection structure.
In order to achieve the above objectives, the technical solution adopted in the utility model is as follows:
A kind of assembled steel tube concrete frame connection structure, including four square bar tubing strings, connector and steel member, four institutes
It is identical to state rectangular steel tube rod structure, they are the first steel pipe column, the second steel pipe column, third steel pipe column and the 4th steel pipe column respectively；
The square bar tubing string includes first side, second side, third side and the 4th side；The first side,
Component hole is respectively equipped on second side, third side and the 4th side, the component hole includes first be symmetrical set
Hole and the second hole；
The steel member includes first component group and second component group；The first component group is by the first side
Component hole penetrates, and is pierced by by the component hole on the third side, and the second component group is by the component in the second side
Hole penetrates, and is pierced by by the component hole on the 4th side；The second component group is located at 1 outside of square bar tubing string
Weld billet in partial upper surface；
First steel pipe column, the second steel pipe column, third steel pipe column and the 4th steel pipe column are equipped with rectangular opening between any two
Beam, the rectangular opening beam include beam body, the first broken piece corresponding with the beam body lower left corner and with the beam body lower right corner
Corresponding second broken piece, the beam body level frame are welded between first broken piece and second broken piece, open in the beam body
Equipped with beam hole.
Further, the third side in first steel pipe column, second steel pipe column is respectively welded in first broken piece
Second side, the first side of the third steel pipe column, the 4th steel pipe column third side；The second broken piece difference
Be welded in the second side of first steel pipe column, the first side of second steel pipe column, the third steel pipe column the 4th
Side, the 4th steel pipe column the 4th side.
Further, the first component group includes that two parallel and the symmetrical channel steel of recess, the second component group are also wrapped
Two parallel and symmetrical channel steels of recess are included, the thickness of the billet is equal to the first component group and the second component
The difference in height of group.
Further, the cooperation boundary in first broken piece and the beam body lower left corner is arc, second broken piece and institute
The cooperation boundary for stating the beam body lower right corner is also arc.
Further, symmetrical oval ellbeam hole side by side is offered in the beam body.
Compared with prior art, the advantages of the utility model and good effect is as follows:
Good with installation effectiveness height, environmental protection and energy saving, simple process, reduction cost, stability, seismic behavior is high, and solves
Steel Pipe Reinforced Concrete Structures column beam connects and creates steel pipe concrete beam, and rectangular opening beam corresponds to each other connection with floor bar, and Reperfu- sion is mixed
Solidifying soil, assembly rate greatly improve, and structure is more stable.
Detailed description of the invention
Fig. 1 is the structure front view of square bar tubing string；
Fig. 2 is the structure front view of square bar tubing string and steel member collocation；
Fig. 3 is the structure top view of square bar tubing string and steel member collocation；
Fig. 4 is the utility model overall structure top view；
Fig. 5 is rectangular opening beam overall structure diagram；
Fig. 6 is the cross-section structure of rectangular opening beam；
Fig. 7 is the cross-sectional view of rectangular opening beam；
Fig. 8 is the schematic diagram that square bar column surface welds billet.
Specific embodiment
It is necessary to understand that, "upper", "lower", "top", "bottom", "inner", "outside" etc. refer in the description of the present invention,
The orientation or positional relationship shown is to be based on the orientation or positional relationship shown in the drawings, target only the utility model for ease of description
It is described with simplifying, is not that indication or suggestion institute finger must have a particular orientation, be constructed and operated in a specific orientation,
Therefore it should not be understood as limiting the present invention.
It should be noted that first, second, third, fourth equal terms are just to the clear of statement and conveniently, no
With specific limiting meaning, it is not specific side that the terms such as described upper and lower, left and right are equally also clear and conveniently for what is indicated
Locator qualification.
It elaborates with reference to the accompanying drawing to specific embodiment of the utility model.
A kind of assembled steel tube concrete frame connection structure, as shown in figures 1-8, including four square bar tubing strings 1, connector and
Steel member, four 1 structures of square bar tubing string are identical, they are the first steel pipe column 101, the second steel pipe column 102, third respectively
Steel pipe column 103 and the 4th steel pipe column 104；
The square bar tubing string 1 includes first side 11, second side 12, third side 13 and the 4th side 14；
It is respectively equipped with component hole 21 on the first side 11, second side 12, third side 13 and the 4th side 14, institute
Stating component hole 21 includes the first hole 211 and the second hole 212 being symmetrical set；
The steel member includes first component group 31 and second component group 32；
The first component group 31 is penetrated by the component hole 21 in the first side 11, by the third side 13
Component hole 21 is pierced by, and the second component group 32 is penetrated by the component hole 21 in the second side 12, by the 4th side
Component hole 21 on 14 is pierced by；The second component group 32 is located at welds positioned at the upper surface of 1 exterior portion of square bar tubing string
Connect billet 4；
First steel pipe column 101, the second steel pipe column 102, third steel pipe column 103 and the 4th steel pipe column 104 are between any two
Equipped with rectangular opening beam 5, the rectangular opening beam 5 includes beam body 52, the first broken piece 51 corresponding with 52 lower left corner of beam body
And the second broken piece 53 corresponding with 52 lower right corner of beam body, 52 level frame of beam body are welded in first broken piece 51 and institute
It states between the second broken piece 53, offers beam hole 54 in the beam body 52.
The third side in first steel pipe column 101, second steel pipe column 102 is respectively welded in first broken piece 51
Second side, the first side of the third steel pipe column 103, the 4th steel pipe column 104 third side；Described second is disconnected
The second side in first steel pipe column 101, the first side of second steel pipe column 102, described is respectively welded in part 53
4th side of three steel pipe columns 103, the 4th steel pipe column 104 the 4th side.
The first component group 31 includes that two parallel and the symmetrical channel steel 6 of recess, the second component group 32 also include
Two parallel and symmetrical channel steels 6 of recess, the thickness of the billet 4 are equal to the first component group 31 and second structure
The difference in height of part group 32 solves not asking in same level after the first component group 31 and the second component group 32 installation
Topic, keeps structure more stable and simple.
The cooperation boundary in first broken piece 51 and 52 lower left corner of beam body is arc, second broken piece 53 with it is described
The cooperation boundary in 52 lower right corner of beam body is also arc, and arc is longer than the length of straight line, is conducive to first broken piece 51 and institute
State firm welding of second broken piece 53 respectively with the beam body 52.
Symmetrical oval ellbeam hole 54 side by side is offered in the beam body 52.
The utility model before use, machine-shaping interts in the equal components whole factory of reinforcing bar 8 inside all nodes and beam body,
Then in-site installation is in use, the screw-thread steel 7 through beam body 52 is connect with floor bar spot welding, then pours coagulation by beam hole 54
Entirety is made in soil.
Above-described embodiment is only the more excellent embodiment of the utility model, all according to the technical essence of the utility model pair
Any simple modification, modification and alternate variation made for any of the above embodiments, are all within the scope of the technical scheme of the utility model.
Claims (5)
1. a kind of assembled steel tube concrete frame connection structure, it is characterised in that: including four square bar tubing strings, connector and steel structure
Part, four rectangular steel tube rod structures are identical, they are the first steel pipe column, the second steel pipe column, third steel pipe column and respectively
Four steel pipe columns；
The square bar tubing string includes first side, second side, third side and the 4th side；The first side, second
Be respectively equipped with component hole on side, third side and the 4th side, the component hole include the first hole being symmetrical set and
Second hole；
The steel member includes first component group and second component group；The first component group is by the component in the first side
Hole penetrates, and is pierced by by the component hole on the third side, and the second component group is worn by the component hole in the second side
Enter, is pierced by by the component hole on the 4th side；The second component group is located at the square bar tubing string exterior portion
Upper surface weld billet；
First steel pipe column, the second steel pipe column, third steel pipe column and the 4th steel pipe column are equipped with rectangular opening beam between any two, institute
It includes corresponding first broken piece of beam body and the beam body lower left corner and corresponding with the beam body lower right corner for stating rectangular opening beam
Second broken piece, the beam body level frame are welded between first broken piece and second broken piece, offer beam in the beam body
Hole.
2. a kind of assembled steel tube concrete frame connection structure according to claim 1, it is characterised in that: first broken piece point
Be not welded in the third side of first steel pipe column, the second side of second steel pipe column, the third steel pipe column
The third side of one side, the 4th steel pipe column；Second broken piece is respectively welded in second side of first steel pipe column
Face, the first side of second steel pipe column, the 4th side of the third steel pipe column, the 4th steel pipe column the 4th side
Face.
3. a kind of assembled steel tube concrete frame connection structure according to claim 1, it is characterised in that: the first component group
Including two parallel and symmetrical channel steels of recess, the second component group also includes two parallel and symmetrical channel steels of recess, institute
The thickness for stating billet is equal to the difference in height of the first component group and the second component group.
4. a kind of assembled steel tube concrete frame connection structure according to claim 1, it is characterised in that: first broken piece with
The cooperation boundary in the beam body lower left corner is arc, and second broken piece and the cooperation boundary in the beam body lower right corner are also arc
Shape.
5. a kind of assembled steel tube concrete frame connection structure according to claim 1, it is characterised in that: opened up in the beam body
There is symmetrical oval ellbeam hole side by side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821494894.4U CN208267099U (en) | 2018-09-13 | 2018-09-13 | A kind of assembled steel tube concrete frame connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821494894.4U CN208267099U (en) | 2018-09-13 | 2018-09-13 | A kind of assembled steel tube concrete frame connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208267099U true CN208267099U (en) | 2018-12-21 |
Family
ID=64690256
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821494894.4U Expired - Fee Related CN208267099U (en) | 2018-09-13 | 2018-09-13 | A kind of assembled steel tube concrete frame connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208267099U (en) |
-
2018
- 2018-09-13 CN CN201821494894.4U patent/CN208267099U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181221 |