CN107587606A - High performance concrete chain type combining structure - Google Patents
High performance concrete chain type combining structure Download PDFInfo
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- CN107587606A CN107587606A CN201710875877.9A CN201710875877A CN107587606A CN 107587606 A CN107587606 A CN 107587606A CN 201710875877 A CN201710875877 A CN 201710875877A CN 107587606 A CN107587606 A CN 107587606A
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- steel
- high performance
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- steel column
- performance concrete
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Abstract
The invention discloses a kind of high performance concrete chain type combining structure, including center steel column, top steel column, bottom 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, the corresponding H profile steel beam in one side of center steel column, 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
The present invention relates 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.
The content of the invention
A kind of the shortcomings that it is an object of the invention to overcome above-mentioned prior art, there is provided high performance concrete chain type combination
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 of the present invention includes center steel column, top
Steel column, bottom steel column, the first Hpc Columns, the second Hpc Columns, four H profile steel beams, four middle H types
Steel, four first high performance concrete beams, four normal concrete beams, four second high performance concrete beams and four radicle H
Shaped steel, wherein, the corresponding H profile steel beam in a side, middle H profile steel, the first high-performance coagulation of center steel column
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 bottom steel column, and the lower end of bottom 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, bottom steel column and top steel column are spliced by two H profile steels, wherein, described two H types
Web in steel is intersected 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 bottom steel column, the side of the side of center steel column and top steel column, middle H types
The web of the edge of a wing of steel and the web of the edge of a wing of H profile steel beam and middle H profile steel and H profile steel beam passes through steel plate and bolt phase
Connection.
The first peg is 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 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 bottom steel column is provided with some 4th pegs, and each 4th peg is inserted in the second Hpc Columns
It is interior.
The invention has the advantages that：
High performance concrete chain type combining structure of the present invention passes through the end of four H profile steel beams in concrete operations
Portion is welded in four sides of center steel column successively respectively, and the link position of center steel column and four H profile steel beams is wrapped in height
In performance concrete, so as to effectively strengthen the intensity of beam-column connection, when avoiding input energy, beam-column connection shifts to an earlier date
Disconnect.Simultaneously the present invention by the first high performance concrete beam and the second high performance concrete beam by normal concrete beams, middle H
Shaped steel and end H profile steel are connected, while pillar uses similar design to beam, compared to conventional steel bar concrete beam, this hair
Bright weight is lighter, and bearing capacity is higher, while relative to traditional steel structure girder, cost of the invention is relatively low, and structure
Simply, manufacturing process is more convenient.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the structural representation of central sill Column border node of the present invention；
Fig. 3 is the structural representation of central sill of the present invention.
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
Post, 10 be bottom steel column, 11 be the second Hpc Columns, 12 be common concrete column.
Embodiment
The present invention 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 of the present invention include center steel column 1, on
2, four portion's steel column 8, bottom steel column 10, the first Hpc Columns 9, the second Hpc Columns 11, four, H profile steel beam
Middle 3, four 4, four, first high performance concrete beam, second high performance concrete beams 6 of normal concrete beams 5, four of H profile steel
And four radicle H profile steels 7, wherein, H profile steels 3, one among corresponding 2, one, the H profile steel beam in a side of center steel column 1
First 4, one, high performance concrete beam normal concrete beams 5, one, 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, and the other end of H profile steel beam 2 is with
Between one end of H profile steel 3 be connected, the other end of middle H profile steel 3 is inserted in one end of the first high performance concrete beam 4, first
The other end of high performance concrete beam 4 is connected with one end of normal concrete beams 5, the other end of normal concrete beams 5 and
One end of two high performance concrete beams 6 is connected, and the end of end H profile steel 7 is inserted in the another of the second high performance concrete beam 6
In 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-performance and mixed
In solidifying earth pillar 9, the lower end of center steel column 1 is connected with the upper end of bottom steel column 10, and the lower end of bottom steel column 10 is inserted in second
In the upper end of Hpc Columns 11, the lower end of the second Hpc Columns 11 is connected with common concrete column 12；In
The link position of heart steel column 1 and four four H profile steel beams 2 is wrapped in high performance concrete.
The center steel column 1, bottom steel column 10 and top steel column 8 are spliced by two H profile steels, wherein, described two
Web in individual H profile steel is intersected 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 bottom steel column 10, center steel column 1 side and top steel column 8 side, in
Between the web of the edge of a wing of H profile steel 3 and the web of the edge of a wing of H profile steel beam 2 and middle H profile steel 3 and H profile steel beam 2 pass through steel plate
And bolt is connected；The first peg is 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 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 bottom 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 central sill of the present invention and pillar can carry out prefabricated in the factory, then spelled at the scene again
Dress.
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, the corresponding H profile steel beam (2) in a side of center steel column (1), a centre H profile steel (3), a first high performance concrete beam (4), a normal concrete beams (5), a second high performance concrete beam And a radicle H profile steel (7) (6)；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 and one end of middle H profile steel (3) are connected, 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 Solidifying Tu Liang (5) other end 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 bottom steel column (10) of center steel column (1) Upper end be connected, the lower end of bottom 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), Bottom 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 bottom 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 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 with the web of H profile steel beam (2) 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 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 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 mixed 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 bottom 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 |
|---|---|---|---|
| CN201710875877.9A CN107587606A (en) | 2017-09-25 | 2017-09-25 | High performance concrete chain type combining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710875877.9A CN107587606A (en) | 2017-09-25 | 2017-09-25 | High performance concrete chain type combining structure |
Publications (1)
| Publication Number | Publication Date |
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| CN107587606A true CN107587606A (en) | 2018-01-16 |
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|---|---|---|---|
| CN201710875877.9A Pending CN107587606A (en) | 2017-09-25 | 2017-09-25 | High performance concrete chain type combining structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755963A (en) * | 2018-06-12 | 2018-11-06 | 西安建筑科技大学 | A kind of partial precast assembled steel reinforced concrete giant frame structure and construction method |
| CN109138152A (en) * | 2018-09-30 | 2019-01-04 | 华南理工大学 | A kind of assembly concrete frame structure |
| CN112942573A (en) * | 2021-02-19 | 2021-06-11 | 山东建筑大学 | Assembled beam-column node mortise-tenon structure and construction method |
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| CN106948489A (en) * | 2017-05-09 | 2017-07-14 | 南京工业大学 | A kind of assembled steel reinforced concrete column steel reinforced concrete girder connection |
| CN207314524U (en) * | 2017-09-25 | 2018-05-04 | 上海建工五建集团有限公司 | A kind of high performance concrete chain type combining structure |
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| JP2000234383A (en) * | 1998-12-18 | 2000-08-29 | Sumitomo Metal Ind Ltd | Column-beam junction and h-steel for column |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755963A (en) * | 2018-06-12 | 2018-11-06 | 西安建筑科技大学 | A kind of partial precast assembled steel reinforced concrete giant frame structure and construction method |
| CN109138152A (en) * | 2018-09-30 | 2019-01-04 | 华南理工大学 | A kind of assembly concrete frame structure |
| CN109138152B (en) * | 2018-09-30 | 2023-11-17 | 华南理工大学 | Assembled concrete frame structure |
| CN112942573A (en) * | 2021-02-19 | 2021-06-11 | 山东建筑大学 | Assembled beam-column node mortise-tenon structure and construction method |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 200063 building B, No. 33, fukushan Road, Pudong New Area free trade test district, Shanghai Applicant after: Shanghai Construction NO.5 (Group) Co., Ltd. Applicant after: Xi'an Architectural Sci & Tech. Univ. Address before: 200063 building B, No. 33, fukushan Road, Minhang District free trade test district, Shanghai Applicant before: Shanghai Construction NO.5 (Group) Co., Ltd. Applicant before: Xi'an Architectural Sci & Tech. Univ. |
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