CN207314524U - A kind of high performance concrete chain type combining structure - Google Patents
A kind of high performance concrete chain type combining structure Download PDFInfo
- Publication number
- CN207314524U CN207314524U CN201721234942.1U CN201721234942U CN207314524U CN 207314524 U CN207314524 U CN 207314524U CN 201721234942 U CN201721234942 U CN 201721234942U CN 207314524 U CN207314524 U CN 207314524U
- Authority
- CN
- China
- Prior art keywords
- steel
- high performance
- steel column
- profile
- performance concrete
- 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.)
- Active
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of high performance concrete chain type combining structure, including center steel column, top steel column, lower part steel column, first Hpc Columns, second Hpc Columns, four H profile steel beams, H profile steel among four, four first high performance concrete beams, four normal concrete beams, four second high performance concrete beams and four radicle H profile steels, wherein, one side of center steel column corresponds to a H profile steel beam, H profile steel among one, a piece first high performance concrete beam, a piece normal concrete beams, a piece second high performance concrete beam and a radicle H profile steel, the lighter in weight of the combining structure, beam-column connection intensity is higher, and cost is low.
Description
Technical field
It the utility model is related to a kind of chain type combining structure, and in particular to a kind of high performance concrete chain type combining structure.
Background technology
With the fast development of building trade, reduce cost, improve construction quality as the hot issue of building trade.
Beam column construction in existing building, mostly all using reinforced concrete structure or all using steel construction.But reinforcing bar mixes
The problem of Xtah Crude Clay structure, is to be unfavorable for building industrialization, and is that cost is higher the problem of the beam column construction of use all steel.Cause
This needs to develop a kind of full assembled and the low chain type combining structure of cost.
Utility model content
The purpose of the utility model is to overcome the shortcomings that the above-mentioned prior art, there is provided a kind of high performance concrete chain type
Combining structure, lighter in weight, the beam-column connection intensity of the combining structure are higher, and cost is low.
To reach above-mentioned purpose, high performance concrete chain type combining structure described in the utility model include center steel column,
Top steel column, lower part steel column, the first Hpc Columns, the second Hpc Columns, four H profile steel beams, four middle H
Shaped steel, four first high performance concrete beams, four normal concrete beams, four second high performance concrete beams and four radicles
H profile steel, wherein, a side of center steel column corresponds to a H profile steel beam, middle H profile steel, a first high-performance coagulation
Tu Liang, a normal concrete beams, a second high performance concrete beam and a radicle H profile steel；
One end of four H profile steel beams is welded on four sides of center steel column successively respectively, the other end of H profile steel beam with
One end of middle H profile steel is connected, and the other end of middle H profile steel is inserted in one end of the first high performance concrete beam, and first
The other end of high performance concrete beam is connected with one end of normal concrete beams, the other end of normal concrete beams and second high
One end of performance concrete beam is connected, and the end of end H profile steel is inserted in the other end of the second high performance concrete beam, in
The upper end of heart steel column is connected with the lower end of top steel column, and the upper end of top steel column is inserted in the first Hpc Columns,
The lower end of center steel column is connected with the upper end of lower part steel column, and the lower end of lower part steel column is inserted in the second Hpc Columns
In upper end, the lower end of the second Hpc Columns is connected with common concrete column；
The link position of center steel column and four H profile steel beams is wrapped in high performance concrete.
The center steel column, lower part steel column and top steel column are spliced by two H profile steels, wherein, described two H-types
Web in steel intersects vertically, and the end of four H profile steel beams is respectively welded on the edge of a wing of two H profile steels.
The side of center steel column and the side of lower part steel column, the side of the side of center steel column and top steel column, middle H-type
The edge of a wing of steel and the edge of a wing of H profile steel beam and the middle web of H profile steel pass through steel plate and bolt phase with the web of H profile steel beam
Connection.
The first peg is both provided with the web of middle H profile steel and the edge of a wing, first peg is inserted in the first high-performance
In beams of concrete；
The second peg is both provided with the web of end H profile steel and the edge of a wing, second peg is inserted in the second high-performance
In beams of concrete.
The side of top steel column is provided with some 3rd pegs, and each 3rd peg is inserted in the first Hpc Columns
It is interior.
The side of lower part steel column is provided with some 4th pegs, and each 4th peg is inserted in the second Hpc Columns
It is interior.
The utility model has the advantages that：
High performance concrete chain type combining structure described in the utility model passes through four H profile steel beams in concrete operations
End be welded in four sides of center steel column successively respectively, and the link position of center steel column and four H profile steel beams wraps up
In in high performance concrete, so as to effectively strengthen the intensity of beam-column connection, when avoiding input energy, beam-column connection
Disconnect in advance.At the same time the utility model by the first high performance concrete beam and the second high performance concrete beam by normal concrete
Beam, middle H profile steel and end H profile steel are connected, while pillar uses similar design to beam, compared to conventional steel bar concrete
Beam, the weight of the utility model is lighter, and bearing capacity higher, while relative to traditional steel structure girder, the utility model into
This is relatively low and simple in structure, and manufacturing process is more convenient.
Brief description of the drawings
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the structure diagram of the utility model central sill Column border node；
Fig. 3 is the structure diagram of the utility model central sill.
Wherein, steel column centered on 1,2 be H profile steel beam, 3 be middle H profile steel, 4 be the first high performance concrete beam, 5 be general
Logical beams of concrete, 6 be the second high performance concrete beam, 7 be end H profile steel, 8 be top steel column, 9 be the first high performance concrete
Column, 10 be lower part steel column, 11 be the second Hpc Columns, 12 be common concrete column.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings：
With reference to figure 1, Fig. 2 and Fig. 3, high performance concrete chain type combining structure described in the utility model includes center steel column
1st, top steel column 8, lower part steel column 10, the first Hpc Columns 9,11, four H profile steel beams 2 of the second Hpc Columns,
3, four 4, four, first high performance concrete beam, second high performance concretes of normal concrete beams 5, four of H profile steel among four
6 and four radicle H profile steel 7 of beam, wherein, the middle H profile steel 3 of a side 2, one, the H profile steel beam of correspondence one of center steel column 1,
Piece 4, one, the first high performance concrete beam, a second high performance concrete beam 6 of normal concrete beams 5, one and a radicle H
Shaped steel 7；One end of four H profile steel beams 2 is welded on four sides of center steel column 1 successively respectively, the other end of H profile steel beam 2
It is connected with one end of middle H profile steel 3, the other end of middle H profile steel 3 is inserted in one end of the first high performance concrete beam 4,
The other end of first high performance concrete beam 4 is connected with one end of normal concrete beams 5, the other end of normal concrete beams 5
It is connected with one end of the second high performance concrete beam 6, the end of end H profile steel 7 is inserted in the second high performance concrete beam 6
In the other end, the upper end of center steel column 1 is connected with the lower end of top steel column 8, and the upper end of top steel column 8 is inserted in the first high property
In energy concrete column 9, the lower end of center steel column 1 is connected with the upper end of lower part steel column 10, and the lower end of lower part steel column 10 is inserted in
In the upper end of second Hpc Columns 11, the lower end of the second Hpc Columns 11 is connected with common concrete column 12
Connect；The link position of center steel column 1 and four four H profile steel beams 2 is wrapped in high performance concrete.
The center steel column 1, lower part steel column 10 and top steel column 8 are spliced by two H profile steels, wherein, described two
Web in a H profile steel intersects vertically, and the end of four H profile steel beams 2 is respectively welded on the edge of a wing of two H profile steels.
The side of center steel column 1 and the side of lower part steel column 10, center steel column 1 side and top steel column 8 side, in
Between the edge of a wing of H profile steel 3 and the edge of a wing of H profile steel beam 2 and the middle web of H profile steel 3 pass through steel plate with the web of H profile steel beam 2
And bolt is connected；The first peg is both provided with the web of middle H profile steel 3 and the edge of a wing, first peg is inserted in first
In high performance concrete beam 4；The second peg is both provided with the web of end H profile steel 7 and the edge of a wing, second peg is inserted in
In second high performance concrete beam 6；The side of top steel column 8 is provided with some 3rd pegs, and each 3rd peg is inserted in first
In Hpc Columns 9；The side of lower part steel column 10 is provided with some 4th pegs, and each 4th peg is inserted in the second high property
In energy concrete column 11.
It should be noted that the utility model central sill and pillar can carry out in the factory it is prefabricated, then again at the scene into
Row is assembled.
Claims (6)
- A kind of 1. high performance concrete chain type combining structure, it is characterised in that including center steel column (1), top steel column (8), under Portion's steel column (10), the first Hpc Columns (9), the second Hpc Columns (11), four H profile steel beams (2), in four Between H profile steel (3), four first high performance concrete beams (4), four normal concrete beams (5), four second high performance concretes Beam (6) and four radicle H profile steels (7), wherein, a side of center steel column (1) corresponds to a H profile steel beam (2), a centre H profile steel (3), a first high performance concrete beam (4), a normal concrete beams (5), a second high performance concrete beam (6) and a radicle H profile steel (7)；One end of four H profile steel beams (2) is welded on four sides of center steel column (1) successively respectively, H profile steel beam (2) it is another One end is connected with one end of middle H profile steel (3), and the other end of middle H profile steel (3) is inserted in the first high performance concrete beam (4) in one end, the other end of the first high performance concrete beam (4) is connected with one end of normal concrete beams (5), common mixed The other end of solidifying Tu Liang (5) is connected with one end of the second high performance concrete beam (6), and the end of end H profile steel (7) is inserted in In the other end of second high performance concrete beam (6), the upper end of center steel column (1) is connected with the lower end of top steel column (8), on The upper end of portion's steel column (8) is inserted in the first Hpc Columns (9), lower end and the lower part steel column (10) of center steel column (1) Upper end be connected, the lower end of lower part steel column (10) is inserted in the upper end of the second Hpc Columns (11), the second high property The lower end of energy concrete column (11) is connected with common concrete column (12)；Center steel column (1) and the link position of each H profile steel beam (2) are wrapped in high performance concrete.
- 2. high performance concrete chain type combining structure according to claim 1, it is characterised in that the center steel column (1), Lower part steel column (10) and top steel column (8) are spliced by two H profile steels, wherein, the web in described two H profile steels is vertical Intersecting, the end of four H profile steel beams (2) is respectively welded on the edge of a wing of two H profile steels.
- 3. high performance concrete chain type combining structure according to claim 1, it is characterised in that the side of center steel column (1) Face and the side of lower part steel column (10), the side of the side of center steel column (1) and top steel column (8), the wing of middle H profile steel (3) The web of the web and H profile steel beam (2) on the edge of a wing and middle H profile steel (3) of edge and H profile steel beam (2) passes through steel plate and bolt It is connected.
- 4. high performance concrete chain type combining structure according to claim 1, it is characterised in that the abdomen of middle H profile steel (3) The first peg is both provided with plate and the edge of a wing, first peg is inserted in the first high performance concrete beam (4)；The second peg is both provided with the web of end H profile steel (7) and the edge of a wing, second peg is inserted in the second high-performance and mixes In solidifying Tu Liang (6).
- 5. high performance concrete chain type combining structure according to claim 4, it is characterised in that the side of top steel column (8) Face is provided with some 3rd pegs, and each 3rd peg is inserted in the first Hpc Columns (9).
- 6. high performance concrete chain type combining structure according to claim 5, it is characterised in that the side of lower part steel column (10) Face is provided with some 4th pegs, and each 4th peg is inserted in the second Hpc Columns (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721234942.1U CN207314524U (en) | 2017-09-25 | 2017-09-25 | A kind of high performance concrete chain type combining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721234942.1U CN207314524U (en) | 2017-09-25 | 2017-09-25 | A kind of high performance concrete chain type combining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207314524U true CN207314524U (en) | 2018-05-04 |
Family
ID=62383911
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721234942.1U Active CN207314524U (en) | 2017-09-25 | 2017-09-25 | A kind of high performance concrete chain type combining structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207314524U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107587606A (en) * | 2017-09-25 | 2018-01-16 | 上海建工五建集团有限公司 | High performance concrete chain type combining structure |
-
2017
- 2017-09-25 CN CN201721234942.1U patent/CN207314524U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107587606A (en) * | 2017-09-25 | 2018-01-16 | 上海建工五建集团有限公司 | High performance concrete chain type combining structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203452204U (en) | Connecting node of prefabricated hollow steel-reinforced concrete column and steel girder | |
| CN102704593B (en) | Steel tube reinforced concrete composite column-steel beam-lattice steel support shear wall and manufacturing method | |
| CN103437425A (en) | Connecting joint of prefabricated hollow steel-reinforced concrete column and steel beam and construction method | |
| CN103255841A (en) | Assembly-type concrete column-steel beam overhanging end plate type node connecting device | |
| CN107083808A (en) | A kind of prefabricated assembled concrete pole steel beam node | |
| WO2020181794A1 (en) | Fabricated self-restoration pitch point | |
| CN206859408U (en) | A kind of prefabricated assembled concrete pole steel beam node | |
| CN105133731B (en) | A kind of assembled steel performance | |
| CN103074959A (en) | Steel plate and high-strength concrete combination connecting beam | |
| CN107587606A (en) | High performance concrete chain type combining structure | |
| CN103397704B (en) | A kind of concrete filled steel tube coupled column-reinforced beam connects node | |
| CN207314524U (en) | A kind of high performance concrete chain type combining structure | |
| CN104612245A (en) | Novel high-performance steel-frame structure | |
| CN206571007U (en) | A kind of lattice pillar compound shear wall of the concealed batten plate of band | |
| CN105133788A (en) | CFST-RC horizontal batten plate-lattice column structure and construction method thereof | |
| CN207314537U (en) | A kind of assembled Outsourcing-type steel chain type combining structure | |
| CN206360399U (en) | The existing reinforced concrete coupling beam bracing means of one species " doubly-linked beam " | |
| CN203080799U (en) | Coupling beam combining steel plates and high-strength concrete | |
| CN202644841U (en) | Combination prefabricated superposed beam | |
| CN103015628A (en) | Built-in honeycomb steel plate steel-encased high-intensity concrete combined beam | |
| CN207121993U (en) | The hinged joint that a kind of reinforced concrete frame structure bracing members are reinforced | |
| CN206538900U (en) | The bracing means of assembled wall | |
| CN217630662U (en) | External and internal pressure type steel plate confined recycled concrete shear wall with frame | |
| CN202787563U (en) | Combined steel plate shear wall | |
| CN209369054U (en) | A kind of connecting node of concrete filled steel tube combined special-shaped column and reinforced beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |