CN107605044A - Assembled Outsourcing-type steel chain type combining structure - Google Patents
Assembled Outsourcing-type steel chain type combining structure Download PDFInfo
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- CN107605044A CN107605044A CN201710875904.2A CN201710875904A CN107605044A CN 107605044 A CN107605044 A CN 107605044A CN 201710875904 A CN201710875904 A CN 201710875904A CN 107605044 A CN107605044 A CN 107605044A
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- steel
- side plate
- high performance
- performance concrete
- intermediate connector
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Abstract
The invention discloses a kind of assembled Outsourcing-type steel chain type combining structure, including steel column, four girder steels, four intermediate connectors, four first high performance concrete beams, four normal concrete beams and four end couplings, wherein, a girder steel corresponding an intermediate connector, a first high performance concrete beam, a normal concrete beams and an end coupling；Four girder steel one end are respectively welded in four sides of steel column, the other end of girder steel is connected with one end of intermediate connector, one end of first high performance concrete beam is inserted in the other end of intermediate connector, the other end of first high performance concrete beam is connected with one end of normal concrete beams, the other end of normal concrete beams is connected with one end of the second high performance concrete beam, the other end of second high performance concrete beam is socketed in end coupling, and the structure has the characteristics of in light weight, high capacity and cost are low.
Description
Technical field
The invention belongs to field of civil engineering, is related to a kind of beam-column node structure, and in particular to a kind of assembled Outsourcing-type
Steel 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 assembled Outsourcing-type steel chain type group
Structure is closed, the structure has the characteristics of in light weight, high capacity and cost are low.
To reach above-mentioned purpose, assembled Outsourcing-type steel chain type combining structure of the present invention includes steel column, four steel
Beam, four intermediate connectors, four first high performance concrete beams, four second high performance concrete beams, four common coagulations
Tu Liang and four end coupling, wherein, the corresponding intermediate connector of girder steel, a first high performance concrete beam,
A piece second high performance concrete beam, a normal concrete beams and an end coupling；
Four girder steel one end are respectively welded in four sides of steel column, the other end of girder steel and one end phase of intermediate connector
Connection, one end of the first high performance concrete beam are inserted in the other end of intermediate connector, the first high performance concrete beam
The other end is connected with one end of normal concrete beams, and the one of the other end of normal concrete beams and the second high performance concrete beam
End is connected, and the other end of the second high performance concrete beam is socketed in end coupling.
The girder steel, intermediate connector and end coupling are square steel tube, wherein, the end of girder steel is welded in steel column
On outer wall, the side wall of girder steel is connected with the side wall of intermediate connector by steel plate and bolt, the first high performance concrete beam
End is inserted in intermediate connector, and the end of the second high performance concrete beam is inserted in end coupling.
Some first pegs are welded with the inwall of intermediate connector, each first peg is inserted in the first high performance concrete
Some second pegs are welded with beam, in end coupling, each second peg is inserted in the second high performance concrete beam.
Girder steel is H profile steel, wherein, intermediate connector and end coupling include top plate, web, bottom plate, the first side plate,
Second side plate, the 3rd side plate and the 4th side plate, wherein, web, the first side plate, the second side plate, the 3rd side plate and the 4th side plate are equal
It is welded between top plate and bottom plate, one end of one end of the first side plate and the second side plate is mutually welded with the end of web, the first side
The end of the other end of plate and the 3rd side plate is mutually welded, and the end of the other end of the second side plate and the 4th side plate is mutually welded, wherein,
First side plate and the second side plate tilt distribution, the 3rd side plate and the parallel distribution of the 4th side plate, the first side plate, the second side plate, the 3rd
Side plate, the 4th side plate, top plate and bottom plate composition groove type structure, between the web in the web and intermediate connector of girder steel, steel
Pass through steel between top plate in the top flange and intermediate connector of beam, between the bottom plate of the lower flange of girder steel and intermediate connector
Plate and bolt are connected, and the end of the first high performance concrete beam is embedded in the groove type structure on intermediate connector；Second
The end of high performance concrete beam is embedded in the groove type structure on end coupling.
The first peg is provided with groove type structure on intermediate connector, first peg is inserted in the first high-performance
In beams of concrete.
The second peg is provided with groove type structure on end coupling, second peg is inserted in the second high-performance
In beams of concrete.
Also include the first Hpc Columns, the second Hpc Columns, common concrete column and connection square steel tube,
Steel column is square steel tubular-shaped structures, and the lower end of the first Hpc Columns is socketed in steel column, connects the side wall and steel of square steel tube
It is connected between the side wall of post by steel plate and bolt, the upper end of the second Hpc Columns is socketed in connection square steel tube,
The upper end of common concrete column is connected with the lower end of the second Hpc Columns.
Some pegs are provided with connection square steel tube, the peg is inserted in the second Hpc Columns.
The invention has the advantages that：
Assembled Outsourcing-type steel chain type combining structure of the present invention is in concrete operations, first by girder steel welding and steel column
Side, then intermediate connector is connected with girder steel, then by normal concrete beams by the first high performance concrete beam with
Intermediate connector is connected, and then normal concrete beams are connected with end coupling by the second high performance concrete beam,
So as to normal concrete is integrated in steel construction by high performance concrete, mixed so as to effectively integrate steel construction with reinforcing bar
The advantages of Xtah Crude Clay structure, make building that there is the characteristics of in light weight, high capacity and cost are low.
Brief description of the drawings
Fig. 1 is the structural representation of steel column 1 in embodiment one；
Fig. 2 is the structural representation of embodiment one；
Fig. 3 is the structural representation of steel column 1 in embodiment two；
The structural representation of Fig. 4 embodiments two.
Wherein, 1 it is steel column, 2 be girder steel, 3 be intermediate connector, 4 be the first high performance concrete beam, 5 is common coagulation
Tu Liang, 6 be the second high performance concrete beam, 7 be end coupling, 8 be connection square steel tube, 9 be the second Hpc Columns,
10 it is common concrete column, 11 be the first Hpc Columns, 12 be top plate, 13 be bottom plate, 14 be web, 15 is the first side
Plate, 16 be the 3rd side plate, 17 be the 4th side plate, 18 be the second side plate.
Embodiment
The present invention is described in further detail below in conjunction with the accompanying drawings：
Assembled Outsourcing-type steel chain type combining structure of the present invention connects including 2, four, the girder steel of steel column 1, four centre
Fitting 3, four first high performance concrete beams, 4, four normal concrete beams 5 and four end couplings 7, wherein, a steel
Corresponding intermediate connector 3, first high performance concrete beams, the 4, normal concrete beams 5 of beam 2 and an end connect
Fitting 7；Four one end of girder steel 2 are respectively welded in four sides of steel column 1, the other end of girder steel 2 and one end of intermediate connector 3
It is connected, one end of the first high performance concrete beam 4 is inserted in the other end of intermediate connector 3, the first high performance concrete
The other end of beam 4 is connected with one end of normal concrete beams 5, the other end of normal concrete beams 5 and the second high-performance coagulation
One end of native beam 6 is connected, and the other end of the second high performance concrete beam 6 is socketed in end coupling 7.
Present invention additionally comprises the first Hpc Columns 11, the second Hpc Columns 9, common concrete column 10 and
Square steel tube 8 is connected, steel column 1 is square steel tubular-shaped structures, and the lower end of the first Hpc Columns 11 is socketed in steel column 1, connection
It is connected between the side wall of square steel tube 8 and the side wall of steel column 1 by steel plate and bolt, the upper end of the second Hpc Columns 9
It is socketed in connection square steel tube 8, the upper end of common concrete column 10 is connected with the lower end of the second Hpc Columns 9；Even
Connect and some pegs are provided with square steel tube 8, the peg is inserted in the second Hpc Columns 9.
Embodiment one
With reference to figure 1 and Fig. 2, the girder steel 2, intermediate connector 3 and end coupling 7 are square steel tube, wherein, girder steel 2
End be welded on the outer wall of steel column 1, the side wall of girder steel 2 is connected with the side wall of intermediate connector 3 by steel plate and bolt,
The end of first high performance concrete beam 4 is inserted in intermediate connector 3, and the end of the second high performance concrete beam 6 is inserted in
In end coupling 7；Some first pegs are welded with the inwall of intermediate connector 3, each first peg is inserted in the first high property
In energy beams of concrete 4, some second pegs are welded with end coupling 7, each second peg is inserted in the second high-performance coagulation
In native beam 6.
Embodiment two
With reference to figure 3 and Fig. 4, girder steel 2 is H profile steel, wherein, intermediate connector 3 and end coupling 7 include top plate 12,
Web 14, bottom plate 13, the first side plate 15, the second side plate 18, the 3rd side plate 16 and the 4th side plate 17, wherein, web 14, the first side
Plate 15, the second side plate 18, the 3rd side plate 16 and the 4th side plate 17 are welded between top plate 12 and bottom plate 13, the first side plate 15
One end and one end of the second side plate 18 and the end of web 14 are mutually welded, the other end of the first side plate 15 and the end of the 3rd side plate 16
Portion is mutually welded, and the end of the other end and the 4th side plate 17 of the second side plate 18 is mutually welded, wherein, the first side plate 15 and the second side plate
18 tilt distributions, the 17 parallel distribution of the 3rd side plate 16 and the 4th side plate, the first side plate 15, the second side plate 18, the 3rd side plate 16,
Four side plates 17, top plate 12 and bottom plate 13 form groove type structure, the web 14 and the web 14 in intermediate connector 3 of girder steel 2 it
Between, between the top plate 12 in the top flange of girder steel 2 and intermediate connector 3, the lower flange of girder steel 2 and the bottom plate of intermediate connector 3
It is connected between 13 by steel plate and bolt, the end of the first high performance concrete beam 4 is embedded in recessed on intermediate connector 3
In bathtub construction；The end of second high performance concrete beam 6 is embedded in the groove type structure on end coupling 7.
The first peg is provided with groove type structure on intermediate connector 3, first peg is inserted in the first high property
In energy beams of concrete 4；The second peg is provided with groove type structure on end coupling 7, second peg is inserted in
In two high performance concrete beams 6.
Claims (8)
- A kind of 1. assembled Outsourcing-type steel chain type combining structure, it is characterised in that including steel column (1), four girder steels (2), four Intermediate connector (3), four first high performance concrete beams (4), four second high performance concrete beams (6), four it is common mixed Solidifying Tu Liang (5) and four end couplings (7), wherein, it is the corresponding intermediate connector (3) of a girder steel (2), one piece first high Performance concrete beam (4), a second high performance concrete beam (6), a normal concrete beams (5) and an end coupling (7)；Four girder steel (2) one end are respectively welded in four sides of steel column (1), the other end and the intermediate connector (3) of girder steel (2) One end be connected, one end of the first high performance concrete beam (4) is inserted in the other end of intermediate connector (3), and first is high The other end of 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 other end of the second high performance concrete beam (6) is socketed on end company In fitting (7).
- 2. assembled Outsourcing-type steel chain type combining structure according to claim 1, it is characterised in that the girder steel (2), in Between connector (3) and end coupling (7) be square steel tube, wherein, the end of girder steel (2) is welded on the outer wall of steel column (1), The side wall of girder steel (2) is connected with the side wall of intermediate connector (3) by steel plate and bolt, the first high performance concrete beam (4) End be inserted in intermediate connector (3), the end of the second high performance concrete beam (6) is inserted in end coupling (7).
- 3. assembled Outsourcing-type steel chain type combining structure according to claim 2, it is characterised in that intermediate connector (3) Inwall on be welded with some first pegs, each first peg is inserted in the first high performance concrete beam (4), end coupling (7) some second pegs are welded with, each second peg is inserted in the second high performance concrete beam (6).
- 4. assembled Outsourcing-type steel chain type combining structure according to claim 1, it is characterised in that girder steel (2) is H types Steel, wherein, intermediate connector (3) and end coupling (7) include top plate (12), web (14), bottom plate (13), the first side plate (15), the second side plate (18), the 3rd side plate (16) and the 4th side plate (17), wherein, web (14), the first side plate (15), second Side plate (18), the 3rd side plate (16) and the 4th side plate (17) are welded between top plate (12) and bottom plate (13), the first side plate (15) one end and one end of the second side plate (18) and the end of web (14) is mutually welded, the other end of the first side plate (15) and The end of three side plates (16) is mutually welded, and the end of the other end of the second side plate (18) and the 4th side plate (17) is mutually welded, wherein, the Side plate (15) and the second side plate (18) tilt distribution, the 3rd side plate (16) and the parallel distribution of the 4th side plate (17), the first side plate (15), the second side plate (18), the 3rd side plate (16), the 4th side plate (17), top plate (12) and bottom plate (13) composition groove type structure, Between web (14) in the web (14) and intermediate connector (3) of girder steel (2), the top flange of girder steel (2) and intermediate connector (3) between the top plate (12) in, between the bottom plate (13) of the lower flange of girder steel (2) and intermediate connector (3) by steel plate and Bolt is connected, and the end of the first high performance concrete beam (4) is embedded in the groove type structure on intermediate connector (3)；The The end of two high performance concrete beams (6) is embedded in the groove type structure on end coupling (7).
- 5. assembled Outsourcing-type steel chain type combining structure according to claim 4, it is characterised in that intermediate connector (3) On groove type structure in be provided with the first peg, first peg is inserted in the first high performance concrete beam (4).
- 6. assembled Outsourcing-type steel chain type combining structure according to claim 5, it is characterised in that end coupling (7) On groove type structure in be provided with the second peg, second peg is inserted in the second high performance concrete beam (6).
- 7. assembled Outsourcing-type steel chain type combining structure according to claim 1, it is characterised in that also including the first high property Energy concrete column (11), the second Hpc Columns (9), common concrete column (10) and connection square steel tube (8), steel column (1) For square steel tubular-shaped structures, the lower end of the first Hpc Columns (11) is socketed in steel column (1), the side of connection square steel tube (8) It is connected between the side wall of wall and steel column (1) by steel plate and bolt, the upper end of the second Hpc Columns (9) is socketed on company Connect in square steel tube (8), the upper end of common concrete column (10) is connected with the lower end of the second Hpc Columns (9).
- 8. assembled Outsourcing-type steel chain type combining structure according to claim 7, it is characterised in that connection square steel tube (8) Some pegs are inside provided with, the peg is inserted in the second Hpc Columns (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710875904.2A CN107605044B (en) | 2017-09-25 | 2017-09-25 | Assembled outsourcing shaped steel chain integrated configuration |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710875904.2A CN107605044B (en) | 2017-09-25 | 2017-09-25 | Assembled outsourcing shaped steel chain integrated configuration |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107605044A true CN107605044A (en) | 2018-01-19 |
| CN107605044B CN107605044B (en) | 2023-08-01 |
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ID=61057898
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710875904.2A Active CN107605044B (en) | 2017-09-25 | 2017-09-25 | Assembled outsourcing shaped steel chain integrated configuration |
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| CN107605044B (en) | 2023-08-01 |
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