CN205804603U - A kind of steel core concrete column with rigid joint and steel tube concrete beam - Google Patents
A kind of steel core concrete column with rigid joint and steel tube concrete beam Download PDFInfo
- Publication number
- CN205804603U CN205804603U CN201620748775.1U CN201620748775U CN205804603U CN 205804603 U CN205804603 U CN 205804603U CN 201620748775 U CN201620748775 U CN 201620748775U CN 205804603 U CN205804603 U CN 205804603U
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- China
- Prior art keywords
- steel tube
- steel
- concrete
- concrete column
- tube concrete
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Abstract
This utility model relates to a kind of steel core concrete column with rigid joint and steel tube concrete beam, including steel core concrete column and steel tube concrete beam and beam connection and post connector, make to be formed between steel core concrete column and steel tube concrete beam rigid joint by beam connection and post connector, the welding capacity making scene greatly reduces, eliminate the potential safety hazard of commissure, improve the shock resistance in house；Can also ensure that the shear-carrying capacity of node construction quality and steel tube concrete beam, owing to post connector and beam connection are installed the most very convenient, therefore can carry out the most prefabricated according to the size coupled columns connector of steel core concrete column and steel tube concrete beam and beam connection, to reduce on-the-spot making, improve efficiency of construction.
Description
Technical field
This utility model relates to building material technical field, particularly relates to a kind of steel core concrete column with rigid joint
With steel tube concrete beam.
Background technology
At present the most at the construction field (site), the connection of coupled columns and beam is all by the peripheral solder steel corbel or outside at concrete column
Side uses high strength exploitation, and this design of node is the highest to machining accuracy and the construction accuracy requirement of component, uses weldering
The mode of connecing exists that Site Welding amount is big, the on-the-spot welding in high-altitude it cannot be guaranteed that shortcomings such as weldqualities, the anti-of girder can be directly affected
Cut bearing capacity；Make to be connected with, have that installation difficulty is big, be difficult to carry out the normal construction of node after bolt hole dislocation, artificial
The shortcomings such as many factors, make construction and installation cost increase.
Utility model content
In order to solve the problems referred to above that prior art exists, this utility model provide a kind of easy construction, install simple,
What Site Welding amount was few has steel core concrete column and the steel tube concrete beam of rigid joint.
The technical scheme that this utility model is used is: a kind of steel core concrete column with rigid joint and steel tube concrete
Tu Liang, including vertical steel core concrete column and steel tube concrete beam vertically disposed with described steel core concrete column, described steel
Pipe concrete beam is set to rectangular beam, and described steel tube concrete beam is arranged in the groove of described steel core concrete column upper end, institute
That states steel tube concrete beam is provided above post connector, and the bottom of described post connector offers and described steel tube concrete beam
The opening that matches of cross sectional shape.
Further, described post connector is set to the hollow steel pipe of two ends connection, the outer wall of described post connector and institute
The inwall stating steel core concrete column matches.
Further, the bottom of described post connector is arranged on the inside of described steel core concrete column, described post connector
Top be provided with steel reinforcement cage.
Further, described steel tube concrete beam being provided with the beam connection of inner hollow, described beam connection is arranged
For T-shaped, L-shaped or cross.
Further, each free end of described beam connection connects mutually, and the bottom of described beam connection offers
Concreting mouth.
Further, described groove is set to T-shaped, L-shaped or cross.
Further, the sidewall of described steel tube concrete beam offers concrete pouring groove.
Further, the inside casting concrete of described steel tube concrete beam and described beam connection.
Further, the inside of described steel core concrete column has poured concrete.
The beneficial effects of the utility model are: make steel core concrete column and steel tube concrete by beam connection and post connector
Form rigid joint between soil beam, make the welding capacity at scene greatly reduce, eliminate the potential safety hazard of commissure, improve house
Shock resistance；Can also ensure that the shear-carrying capacity of node construction quality and steel tube concrete beam, due to post connector and beam
Connector is installed all very convenient, therefore can be according to the size coupled columns connector of steel core concrete column and steel tube concrete beam and Liang Lian
Fitting carries out the most prefabricated, to reduce on-the-spot making, improves efficiency of construction.
Accompanying drawing explanation
Fig. 1 is the structural representation of this utility model embodiment 1；
Fig. 2 is that in this utility model embodiment 1, beam connection is the structural representation of T-shaped；
Fig. 3 is that in this utility model embodiment 1, beam connection is criss-cross structural representation；
Fig. 4 is the structural representation of concreting mouth shown in Fig. 2；
Fig. 5 is the structural representation of steel core concrete column shown in Fig. 1；
Fig. 6 is the structural representation of post connector shown in Fig. 1.
In figure: 1, steel core concrete column；11, groove；2, steel tube concrete beam；3, beam connection；31, concreting
Mouthful；4, post connector；5, steel reinforcement cage.
Detailed description of the invention
Embodiment 1:
As it is shown in figure 1, this utility model provides a kind of steel core concrete column with rigid joint and concrete filled steel tube
Beam, including vertical steel core concrete column 1 and steel tube concrete beam vertically disposed with steel core concrete column 12, concrete filled steel tube
Beam 2 is set to rectangular beam, and steel tube concrete beam 2 is arranged in the groove 11 of steel core concrete column 1 upper end, steel tube concrete beam 2
Be provided above post connector 4, the bottom of post connector 4 offers what the cross sectional shape with steel tube concrete beam 2 matched
Opening, makes to be formed between steel tube concrete beam 2 and steel core concrete column 1 rigid joint by post connector 4, reduces scene in a large number
Welding capacity, eliminate the potential safety hazard of commissure, improve the shock resistance in house.As shown in Figure 6, on post connector 4
Opening is set to L-shaped, with corner post beam carry out with the use of.
Post connector 4 is set to the hollow steel pipe of two ends connection, and the outer wall of post connector 4 is interior with steel core concrete column 1
Wall matches；The bottom of post connector 4 is arranged on the inside of steel core concrete column 1, and the top of post connector 4 is provided with steel reinforcement cage
5.One end of post connector 4 is arranged on the inside of steel core concrete column 1 after passing steel tube concrete beam 2, with steel core concrete column 1
Form interference fit, and make one between post connector 4, steel core concrete column 1 and steel tube concrete beam 2 by concreting
Fixing.The upper end of post connector 4 is provided with steel reinforcement cage 5, it is possible to plays enhancing rigidity and the effect of intensity, makes steel core concrete column
Rigid joint is formed, it is ensured that the quality of construction between 1 and steel tube concrete beam 2.
Preferably, steel tube concrete beam 2 is provided with the beam connection 3 of inner hollow, makes needs enter by beam connection 3
Rigid joint is formed, it is possible to ensure that the shearing resistance of node construction quality and beams of concrete 2 is held between the steel tube concrete beam 2 that row connects
Load power, can carry out prefabricated post connector 4 and beam connection in advance according to the size of steel core concrete column 1 and steel tube concrete beam 2
3, to reduce on-the-spot making, improve efficiency of construction.
Preferably, beam connection 3 is set to T-shaped, L-shaped or cross, as shown in Figures 2 and 3, is respectively suitable for limit center pillar
Connection between beam, corner post beam or center pillar beam, the cross section of beam connection 3 is similar to the cross section of steel tube concrete beam 2, but beam
The cross section of connector 3, less than the cross section of steel tube concrete beam 2, makes beam connection 3 can put into concrete filled steel tube smoothly
Two steel tube concrete beams 2 are also linked together by the inside of beam 2.
Preferably, each free end of beam connection 3 connects mutually, and as shown in Figure 4, the bottom of beam connection 3 is offered
There is concreting mouth 31, the sidewall of steel tube concrete beam 2 offers concrete pouring groove.By at steel tube concrete beam 2
Inside casting concrete with beam connection 3, it would be desirable to the fixing connection of steel tube concrete beam 2 being attached and beam connection 3
Carry out one fixing, and make the inside of steel tube concrete beam 2 be full of concrete by the groove that pours on steel tube concrete beam 2, and
And concrete can flow to the inside of steel core concrete column 1 internal with steel core concrete column 1 by the mouth that pours from beam connection 3
Concrete formed one so that steel tube concrete beam 2 and steel core concrete column 1 form a fixed connection.
Preferably, the groove 11 on steel core concrete column 1 can be T-shaped, L-shaped or cross, and be connected after steel pipe
Beams of concrete 2 i.e. limit center pillar beam, corner post beam or the mating shapes of center pillar beam, make steel tube concrete beam 2 and the beam connection 3 can
Put into groove 11 smoothly and carry out pouring of concrete, as it is shown in figure 5, the groove 11 on steel core concrete column 1 is L-shaped,
Corner post beam can be placed.
The equal casting concrete in inside of steel tube concrete beam 2 and beam connection 3 and steel core concrete column 1, makes three lead to
Cross concreting one fixing, and defining rigid joint, it is ensured that node construction quality and the shearing resistance of steel tube concrete beam
Bearing capacity.
Embodiment 2:
On the basis of embodiment 1, the steel tube concrete beam 2 connected is needed to be directly placed on steel core concrete column 1
In groove 11, then at the inside casting concrete of steel tube concrete beam 2 and post connector 4, concrete passes through concrete filled steel tube
Concrete pouring groove on beam 2 flows to the inside of steel core concrete column 1, makes steel core concrete column 1, steel tube concrete beam 2 and post
Connector 4 carries out one to be fixed and becomes rigid joint.
This utility model is not limited to above-mentioned preferred forms, and anyone can draw under enlightenment of the present utility model
Other various forms of products, no matter but in its shape or structure, make any change, every have same as the present application or phase
The technical scheme of approximation, within all falling within protection domain of the present utility model.
Claims (9)
1. a steel core concrete column with rigid joint and steel tube concrete beam, it is characterised in that: include vertical steel pipe
Concrete column (1) and with described steel core concrete column (1) vertically disposed steel tube concrete beam (2), described steel tube concrete beam
(2) being set to rectangular beam, described steel tube concrete beam (2) is arranged in the groove (11) of described steel core concrete column (1) upper end,
Described steel tube concrete beam (2) be provided above post connector (4), the bottom of described post connector (4) offers with described
The opening that the cross sectional shape of steel tube concrete beam (2) matches.
The steel core concrete column with rigid joint the most according to claim 1 and steel tube concrete beam, it is characterised in that:
Described post connector (4) is set to the hollow steel pipe of two ends connection, the outer wall of described post connector (4) and described concrete filled steel tube
The inwall of post (1) matches.
The steel core concrete column with rigid joint the most according to claim 2 and steel tube concrete beam, it is characterised in that:
The bottom of described post connector (4) is arranged on the inside of described steel core concrete column (1), and the top of described post connector (4) sets
It is equipped with steel reinforcement cage (5).
The steel core concrete column with rigid joint the most according to claim 3 and steel tube concrete beam, it is characterised in that:
Being provided with the beam connection (3) of inner hollow on described steel tube concrete beam (2), described beam connection (3) is set to T-shaped, L-shaped
Or cross.
The steel core concrete column with rigid joint the most according to claim 4 and steel tube concrete beam, it is characterised in that:
Each free end of described beam connection (3) connects mutually, and the bottom of described beam connection (3) offers concreting mouth
(31)。
The steel core concrete column with rigid joint the most according to claim 5 and steel tube concrete beam, it is characterised in that:
Described groove (11) is set to T-shaped, L-shaped or cross.
The steel core concrete column with rigid joint the most according to claim 5 and steel tube concrete beam, it is characterised in that:
Concrete pouring groove is offered on the sidewall of described steel tube concrete beam (2).
The steel core concrete column with rigid joint the most according to claim 7 and steel tube concrete beam, it is characterised in that:
Described steel tube concrete beam (2) and the inside casting concrete of described beam connection (3).
The steel core concrete column with rigid joint the most according to claim 1 and steel tube concrete beam, it is characterised in that:
The inside of described steel core concrete column (1) has poured concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620748775.1U CN205804603U (en) | 2016-07-15 | 2016-07-15 | A kind of steel core concrete column with rigid joint and steel tube concrete beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620748775.1U CN205804603U (en) | 2016-07-15 | 2016-07-15 | A kind of steel core concrete column with rigid joint and steel tube concrete beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205804603U true CN205804603U (en) | 2016-12-14 |
Family
ID=57510295
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620748775.1U Expired - Fee Related CN205804603U (en) | 2016-07-15 | 2016-07-15 | A kind of steel core concrete column with rigid joint and steel tube concrete beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205804603U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222258A (en) * | 2018-03-06 | 2018-06-29 | 新昌县远轴工业设计有限公司 | A kind of assembled beam-column connection structure and its making and construction method |
-
2016
- 2016-07-15 CN CN201620748775.1U patent/CN205804603U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222258A (en) * | 2018-03-06 | 2018-06-29 | 新昌县远轴工业设计有限公司 | A kind of assembled beam-column connection structure and its making and construction 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: 20161214 Termination date: 20190715 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |