CN207314537U - A kind of assembled Outsourcing-type steel chain type combining structure - Google Patents

A kind of assembled Outsourcing-type steel chain type combining structure Download PDF

Info

Publication number
CN207314537U
CN207314537U CN201721234922.4U CN201721234922U CN207314537U CN 207314537 U CN207314537 U CN 207314537U CN 201721234922 U CN201721234922 U CN 201721234922U CN 207314537 U CN207314537 U CN 207314537U
Authority
CN
China
Prior art keywords
plate
steel
connector
performance concrete
type
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
Application number
CN201721234922.4U
Other languages
Chinese (zh)
Inventor
李琰
潘峰
李天际
田黎敏
卢磊
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xian University of Architecture and Technology
Shanghai Construction No 5 Group Co Ltd
Original Assignee
Xian University of Architecture and Technology
Shanghai Construction No 5 Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Xian University of Architecture and Technology, Shanghai Construction No 5 Group Co Ltd filed Critical Xian University of Architecture and Technology
Priority to CN201721234922.4U priority Critical patent/CN207314537U/en
Application granted granted Critical
Publication of CN207314537U publication Critical patent/CN207314537U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model 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 corresponds to 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, which has the characteristics that light-weight, high capacity and cost are low.

Description

A kind of assembled Outsourcing-type steel chain type combining structure
Technical field
The utility model belongs to field of civil engineering, is related to a kind of beam-column node structure, and in particular to outside a kind of assembled Pouch-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.
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 assembled Outsourcing-type steel chain Formula combining structure, the structure have the characteristics that light-weight, high capacity and cost are low.
To reach above-mentioned purpose, assembled Outsourcing-type steel chain type combining structure described in the utility model includes steel column, four Root girder steel, four intermediate connectors, four first high performance concrete beams, four second high performance concrete beams, four it is common Beams of concrete and four end couplings, wherein, a girder steel corresponds to an intermediate connector, first high performance concrete Beam, a 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 inner wall 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 other end of plate and the end of the 3rd side plate are mutually welded, and the other end of the second side plate and the end of the 4th side plate are mutually welded, wherein, First side plate and the second side plate tilt distribution, the 3rd side plate and the 4th side plate parallel distribution, 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.
The first Hpc Columns, the second Hpc Columns, common concrete column and connection square steel tube are further included, 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 column 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 utility model has the advantages that:
Assembled Outsourcing-type steel chain type combining structure described in the utility model in concrete operations, first by girder steel welding with The side of steel column, then intermediate connector is connected with girder steel, normal concrete beams are then passed through into the first high performance concrete Beam is connected with intermediate connector, and then normal concrete beams are connected with end coupling by the second high performance concrete beam Connect, so as to normal concrete will be integrated in steel construction by high performance concrete, so as to effectively integrate steel construction and steel The advantages of tendon concrete structure, make building have the characteristics that light-weight, high capacity and cost are low.
Brief description of the drawings
Fig. 1 is the structure diagram of steel column 1 in embodiment one;
Fig. 2 is the structure diagram of embodiment one;
Fig. 3 is the structure diagram of steel column 1 in embodiment two;
The structure diagram 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 for 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 utility model is described in further detail below in conjunction with the accompanying drawings:
Assembled Outsourcing-type steel chain type combining structure described in the utility model is included in 2, four, the girder steel of steel column 1, four Between connector 3, four first high performance concrete beams, 4, four normal concrete beams 5 and four end couplings 7, wherein, one Root girder steel 2 corresponds to intermediate connector 3, first high performance concrete beams, 4, normal concrete beams 5 and an end Portion's connector 7;Four 2 one end of girder steel are respectively welded in four sides of steel column 1, the other end and the intermediate connector 3 of girder steel 2 One end is connected, and one end of the first high performance concrete beam 4 is inserted in the other end of intermediate connector 3, and the first high-performance is mixed The other end of solidifying soil 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 One end of beams of concrete 6 is connected, and the other end of the second high performance concrete beam 6 is socketed in end coupling 7.
The utility model further includes the first Hpc Columns 11, the second Hpc Columns 9, common concrete column 10 and connection square steel tube 8, 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, Connect and be connected between the side wall of square steel tube 8 and the side wall of steel column 1 by steel plate and bolt, the second Hpc Columns 9 Upper end is socketed in connection square steel tube 8, and the upper end of common concrete column 10 is connected with the lower end of the second Hpc Columns 9 Connect;Some pegs are provided with connection 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 inner wall 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 3rd side plate 16 and 17 parallel distribution of 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)

  1. 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, a girder steel (2) corresponds to an intermediate connector (3), 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. 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. 3. assembled Outsourcing-type steel chain type combining structure according to claim 2, it is characterised in that intermediate connector (3) Inner wall 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. 4. assembled Outsourcing-type steel chain type combining structure according to claim 1, it is characterised in that girder steel (2) is H-type 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 other end of the second side plate (18) and the end of the 4th side plate (17) are mutually welded, wherein, the Side plate (15) and the second side plate (18) tilt distribution, the 3rd side plate (16) and the 4th side plate (17) parallel distribution, 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. 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. 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. 7. assembled Outsourcing-type steel chain type combining structure according to claim 1, it is characterised in that further include 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. 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).
CN201721234922.4U 2017-09-25 2017-09-25 A kind of assembled Outsourcing-type steel chain type combining structure Active CN207314537U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721234922.4U CN207314537U (en) 2017-09-25 2017-09-25 A kind of assembled Outsourcing-type steel chain type combining structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721234922.4U CN207314537U (en) 2017-09-25 2017-09-25 A kind of assembled Outsourcing-type steel chain type combining structure

Publications (1)

Publication Number Publication Date
CN207314537U true CN207314537U (en) 2018-05-04

Family

ID=62383914

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721234922.4U Active CN207314537U (en) 2017-09-25 2017-09-25 A kind of assembled Outsourcing-type steel chain type combining structure

Country Status (1)

Country Link
CN (1) CN207314537U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108442397A (en) * 2018-05-23 2018-08-24 厦门昊恒工贸有限公司 Assembled ground unit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108442397A (en) * 2018-05-23 2018-08-24 厦门昊恒工贸有限公司 Assembled ground unit

Similar Documents

Publication Publication Date Title
CN203452204U (en) Connecting node of prefabricated hollow steel-reinforced concrete column and steel girder
CN103437425A (en) Connecting joint of prefabricated hollow steel-reinforced concrete column and steel beam and construction method
CN204753843U (en) PC primary and secondary roof beam bolted connection node
CN103161224A (en) Rectangular concrete filled steel tubular column - steel beam connection node and construction methods thereof
CN207122001U (en) A kind of connecting node of square steel tube beam and the full bolt of steel pipe column
CN207314537U (en) A kind of assembled Outsourcing-type steel chain type combining structure
CN203238783U (en) Rectangular concrete filled steel tubular column and steel beam semi-rigid node structure
CN203924362U (en) Outer annular-stiffer formula beam-column node structure
CN103469902B (en) Full rigid steel pipes concrete column connected node
CN203238784U (en) Rectangular concrete filled steel tubular column and box-type steel beam rib-penetrated type node structure
CN106968337A (en) A kind of exterior formula connecting node of multi-cavity steel tube concrete pole steel beam plane used to wearing rod iron
CN208918018U (en) A kind of prefabricated assembled concrete shock-resistant node
CN205171695U (en) Tenon fourth of twelve earthly branches node of girder steel and concrete shear force wall
CN103981953B (en) Shearing resistance connecting structure for steel tube concrete beam and column node
CN209195137U (en) A kind of concrete-filled double skin steel tube mixing splicing node
CN105507426A (en) Half-through bracket haunching type multibarrel tube-confined concrete column-steel beam node
CN107605044A (en) Assembled Outsourcing-type steel chain type combining structure
CN206376255U (en) Joint bar cage
CN206360399U (en) The existing reinforced concrete coupling beam bracing means of one species " doubly-linked beam "
CN206571007U (en) A kind of lattice pillar compound shear wall of the concealed batten plate of band
CN103790241A (en) Angle steel connecting method of H-type solid-web type beam and lattice type steel column
CN202000248U (en) Reinforced steel tube concrete arch with PBL shear connectors
CN207314524U (en) A kind of high performance concrete chain type combining structure
CN205637168U (en) Support two curb plate nodes of bayonet support
CN205153121U (en) Buckling restrained brace and concrete beam column angle steel anchor connected node

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant