CN203569698U - Prestressed concrete beam and concrete-filled steel tube column joint structure - Google Patents
Prestressed concrete beam and concrete-filled steel tube column joint structure Download PDFInfo
- Publication number
- CN203569698U CN203569698U CN201320636571.5U CN201320636571U CN203569698U CN 203569698 U CN203569698 U CN 203569698U CN 201320636571 U CN201320636571 U CN 201320636571U CN 203569698 U CN203569698 U CN 203569698U
- Authority
- CN
- China
- Prior art keywords
- concrete
- steel tube
- filled steel
- concrete beam
- prestressed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 63
- 239000010959 steel Substances 0.000 title claims abstract description 63
- 239000004567 concrete Substances 0.000 title claims abstract description 33
- 239000011513 prestressed concrete Substances 0.000 title claims abstract description 26
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 210000003205 muscle Anatomy 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000005192 partition Methods 0.000 claims description 3
- 238000005452 bending Methods 0.000 abstract description 5
- 239000011150 reinforced concrete Substances 0.000 abstract description 4
- 238000010008 shearing Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 abstract description 2
- 230000006835 compression Effects 0.000 abstract 1
- 238000007906 compression Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
Images
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model relates to a prestressed concrete beam and concrete-filled steel tube column joint structure which comprises a joint area formed by connecting a prestressed concrete beam and a concrete-filled steel tube column, open holes are formed in the tube wall of the concrete-filled steel tube column of the joint area, and prestressed steel strands adhere through a post-tensioned method and penetrate through the open holes to be communicated with the joint area of the prestressed concrete beam and the concrete-filled steel tube column. According to the joint structure, it can be guaranteed that the connecting position between the large-span prestressed concrete beam and the concrete-filled steel tube column reliably transmits shearing force and bending moment, and bending resistant and compression resistant bearing capacity of the concrete-filled steel tube column is not weakened. Compared with a steel reinforced concrete beam or a steel beam scheme, the usage amount of steel is small, and economy is good. The prestressed concrete beam and concrete-filled steel tube column joint structure can be widely applied to structural engineering such as a railway station elevated station building and a conference and exhibition center, wherein the structural engineering is large in span and load and has strict requirements for a building effect, a sectional size of a component and economy.
Description
Technical field
The utility model belongs to building structure field, is specifically related to apply prestressed one in a kind of reinforced concrete beam and Frame Joints of Concrete-Filled Steel Tube and constructs.Be particularly useful for the spans such as the overhead station of Railway Passenger Stations, conference and exhibition center and load larger, and architectural effect, sectional dimension of members and economy all had to the Structural Engineering of strict demand.
Technical background
Owing to there being good collaborative work characteristic between steel pipe and concrete, steel pipe can operative constraint concrete axial deformation, concrete can effectively be avoided the inside cripling of steel pipe, meet modern architecture construction and industrialized requirement, thereby concrete filled steel tube is widely applied.For load and span, all compared with for large structure, the economy of prestressed concrete beam is better than girder steel and girder with rolled steel section en cased in concrete, just, owing to not have to solve and the joint structure problem of steel core concrete column, so just make to apply, is subject to certain limitation.The utility model is by integrated use series of measures, saving under the prerequisite of material and convenient construction, solved that post steel pipe holes reinforced, beam column node area shear-carrying capacity improve, the reinforcing bar of concrete beam is in problems such as node area connections, and the advantage of prestressed concrete beam and steel core concrete column can be given full play to.
Summary of the invention
The purpose of this utility model is to provide a kind of prestressed concrete beam and Frame Joints of Concrete-Filled Steel Tube structure, this node can be in the case of reducing the shear strain of member, permanent set and crack width, guarantee connecting place reliable delivery shearing and moment of flexure, bending resistance, the Compressive Bearing Capacity of steel core concrete column do not reduce., compare with girder steel scheme with girder with rolled steel section en cased in concrete meanwhile, can save material, convenient construction.
The utility model adopts following technical scheme: a kind of prestressed concrete beam and Frame Joints of Concrete-Filled Steel Tube structure, comprise the node area being connected to form by prestressed concrete beam and steel core concrete column, tube wall at the steel core concrete column of node area is provided with perforate, and post stretching bonded prestress steel strand connect beam column node area through perforate.
The utility model is at the other perpendicular rib in top that is provided with of perforate, and the steel pipe that perforate is weakened carries out reinforcement, guarantees that bending resistance, the Compressive Bearing Capacity of steel core concrete column do not reduce.
In above-mentioned prestressed concrete beam, be provided with vertical muscle, the outer ring plate that node area is provided with internal partition and welds with the vertical muscle in prestressed concrete beam.By vertical muscle in outer ring plate and reinforced concrete beam, weld to transmit beam-ends moment of flexure.
On the outer wall of steel pipe of above-mentioned steel core concrete column, be welded with peg and horizontal annular reinforcing bar.
Above-mentioned peg and horizontal annular reinforcing bar are multiple, and peg and horizontal annular spacing of reinforcement layout.To strengthen the globality of prestressed concrete beam and steel core concrete column, strengthen shear resistance.
The utility model can arrange the perpendicular rib in bottom at the downside of outer ring plate.
The utility model also can arrange cap in described beam column node area, cap and peg, is welded in the steel corbel acting in conjunction that the perpendicular rib of horizontal annular reinforcing bar on post outer wall of steel pipe and outer ring plate and bottom forms, and Shear force within the beam end is reliably reached to steel core concrete column.
The superiority of the utility model technology is: this node structure can not only reduce shear strain, permanent set and the crack width of member, improve the rigidity of member, can also guarantee large-span prestressed concrete beam and steel core concrete column connecting place reliable delivery shearing and moment of flexure, bending resistance, the Compressive Bearing Capacity of steel core concrete column do not reduce, the design principles of final realization " strong node, weak member ".Meanwhile, with respect to girder with rolled steel section en cased in concrete or girder steel scheme, steel using amount is low, good economy performance.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the A-A view of Fig. 1.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model will be further described.
As shown in Figure 1 and 2, the utility model comprises the node area 11 being connected to form by prestressed concrete beam 2 and steel core concrete column 1, tube wall at the steel core concrete column 1 of node area 11 is provided with perforate 12, and post stretching bonded prestress steel strand 7 connect beam column node area through perforate 12.Node area arranges the perpendicular rib 6 in top the steel pipe of perforate weakening is carried out to reinforcement.Node area arranges internal partition 3 and outer ring plate 4, and in reinforced concrete beam, vertical muscle and outer ring plate 4 weld.The horizontal annular reinforcing bar 9 and peg 8 intervals that are welded on post outer wall of steel pipe are arranged.Outer ring plate 4 and the common steel corbel that forms of the perpendicular rib 10 in the perpendicular rib 6 in top and the bottom that is arranged at node area.The utility model also can arrange cap 5 in described beam column node area, and cap 5 and peg 8, horizontal annular reinforcing bar 9 and steel corbel acting in conjunction, reliably reach steel core concrete column by Shear force within the beam end.
Claims (6)
1. a prestressed concrete beam and Frame Joints of Concrete-Filled Steel Tube structure, comprise the node area being connected to form by prestressed concrete beam and steel core concrete column, it is characterized in that: the tube wall at the steel core concrete column of node area is provided with perforate, post stretching bonded prestress steel strand connect beam column node area through perforate.
2. prestressed concrete beam according to claim 1 and Frame Joints of Concrete-Filled Steel Tube structure, is characterized in that: at the other perpendicular rib in top that is provided with of perforate.
3. prestressed concrete beam according to claim 1 and 2 and Frame Joints of Concrete-Filled Steel Tube structure, is characterized in that: in prestressed concrete beam, be provided with vertical muscle, the outer ring plate that node area is provided with internal partition and welds with the vertical muscle in prestressed concrete beam.
4. prestressed concrete beam according to claim 1 and 2 and Frame Joints of Concrete-Filled Steel Tube structure, is characterized in that: on the outer wall of steel pipe of steel core concrete column, be welded with peg and horizontal annular reinforcing bar.
5. prestressed concrete beam according to claim 4 and Frame Joints of Concrete-Filled Steel Tube structure, is characterized in that: peg and horizontal annular reinforcing bar are multiple, and peg and horizontal annular spacing of reinforcement layout.
6. prestressed concrete beam according to claim 3 and Frame Joints of Concrete-Filled Steel Tube structure, is characterized in that: at the downside of outer ring plate, the perpendicular rib in bottom is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320636571.5U CN203569698U (en) | 2013-10-16 | 2013-10-16 | Prestressed concrete beam and concrete-filled steel tube column joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320636571.5U CN203569698U (en) | 2013-10-16 | 2013-10-16 | Prestressed concrete beam and concrete-filled steel tube column joint structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203569698U true CN203569698U (en) | 2014-04-30 |
Family
ID=50537435
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320636571.5U Expired - Fee Related CN203569698U (en) | 2013-10-16 | 2013-10-16 | Prestressed concrete beam and concrete-filled steel tube column joint structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203569698U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105862930A (en) * | 2016-05-31 | 2016-08-17 | 中铁第四勘察设计院集团有限公司 | Protection structure on existing tunnel below new underground engineering |
| CN107060091A (en) * | 2017-03-07 | 2017-08-18 | 北京市第三建筑工程有限公司 | Full prefabricated PC concrete frame and construction method |
| CN108625476A (en) * | 2018-07-20 | 2018-10-09 | 西南交通大学 | High ferro station steel core concrete column-girder with rolled steel section en cased in concrete node structure |
| CN109853740A (en) * | 2019-03-01 | 2019-06-07 | 华南理工大学 | A kind of superposed column concrete girder connection construction and construction method |
| CN112922172A (en) * | 2021-01-26 | 2021-06-08 | 石家庄铁道大学 | Reinforced concrete beam joint structure of steel pipe concrete superposed column |
| CN117306685A (en) * | 2023-10-24 | 2023-12-29 | 中信建筑设计研究总院有限公司 | Ring beam overhanging structure |
| CN117569448A (en) * | 2024-01-17 | 2024-02-20 | 广东省建科建筑设计院有限公司 | Beam-column joint applicable to formwork-free system of multi-high-rise factory building and construction method |
-
2013
- 2013-10-16 CN CN201320636571.5U patent/CN203569698U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105862930A (en) * | 2016-05-31 | 2016-08-17 | 中铁第四勘察设计院集团有限公司 | Protection structure on existing tunnel below new underground engineering |
| CN105862930B (en) * | 2016-05-31 | 2018-05-15 | 中铁第四勘察设计院集团有限公司 | A kind of protection structure to creating existing tunnel below underground engineering |
| CN107060091A (en) * | 2017-03-07 | 2017-08-18 | 北京市第三建筑工程有限公司 | Full prefabricated PC concrete frame and construction method |
| CN108625476A (en) * | 2018-07-20 | 2018-10-09 | 西南交通大学 | High ferro station steel core concrete column-girder with rolled steel section en cased in concrete node structure |
| CN109853740A (en) * | 2019-03-01 | 2019-06-07 | 华南理工大学 | A kind of superposed column concrete girder connection construction and construction method |
| CN112922172A (en) * | 2021-01-26 | 2021-06-08 | 石家庄铁道大学 | Reinforced concrete beam joint structure of steel pipe concrete superposed column |
| CN117306685A (en) * | 2023-10-24 | 2023-12-29 | 中信建筑设计研究总院有限公司 | Ring beam overhanging structure |
| CN117569448A (en) * | 2024-01-17 | 2024-02-20 | 广东省建科建筑设计院有限公司 | Beam-column joint applicable to formwork-free system of multi-high-rise factory building and construction method |
| CN117569448B (en) * | 2024-01-17 | 2024-03-29 | 广东省建科建筑设计院有限公司 | Beam-column joint applicable to formwork-free system of multi-high-rise factory building and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203569698U (en) | Prestressed concrete beam and concrete-filled steel tube column joint structure | |
| CN101761154B (en) | Shear wall with inbuilt continuous-row steel tube concrete core column and soft steel energy consumption bond and manufacturing method thereof | |
| CN101215855A (en) | Combination beam | |
| CN105625572A (en) | Prefabricated prestressed concrete frame beam-column joint making disparate use of high performance materials | |
| CN104251038A (en) | Encased steel plate-concrete composite coupling beam and construction method thereof | |
| CN203452228U (en) | Frame-shear wall architectural structure | |
| CN103741584A (en) | Lower flange anti-pulling composite box girder with corrugated steel webs and construction method | |
| CN102943434A (en) | Semi-assembly bamboo-concrete composite bridge | |
| CN202000338U (en) | Hollow square pile of foundation | |
| CN201433509Y (en) | Prestressed steel girder | |
| CN202990196U (en) | Partially prestressed prefabricated thin plate | |
| CN203296203U (en) | Reinforced-concrete-fitted seismic isolation node and fitted seismic isolation structure with reinforced-concrete-fitted seismic isolation node | |
| CN203334423U (en) | Rebar joint structure of prefabricated stacked balcony slab and main body | |
| CN202830741U (en) | Semi-assembled type bamboo-concrete combined bridge | |
| CN105735470A (en) | Precast concrete frame system using high-performance materials differentially | |
| CN202520017U (en) | Construction structure of variable cross-section prestress overhanging type folding beam for stand | |
| CN205134660U (en) | Light steel concrete slab post structure of prefabricated assembly | |
| CN203188379U (en) | Steel reinforced concrete beam column joint adopting steel plates with holes above and below core area | |
| CN108590026B (en) | Inverted V-shaped reinforced concrete prefabricated bottom plate for laminated floor slab and laminated slab manufactured by same | |
| CN202925763U (en) | Beam column with steel structure | |
| CN202767349U (en) | Prefabricated reinforced concrete member with grooves | |
| CN205577108U (en) | Precast concrete frame system of differential use high performance material | |
| CN205591349U (en) | Strong prestressing tendons's precast concrete beam post node in adoption | |
| CN205153212U (en) | Steel pipe concrete shear force wall and building | |
| CN205530711U (en) | Square concrete filled steel tube member assembled interfacing apparatus |
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: 20140430 Termination date: 20201016 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |