CN208718086U - Double housing supports node connecting structures - Google Patents

Double housing supports node connecting structures Download PDF

Info

Publication number
CN208718086U
CN208718086U CN201821289153.2U CN201821289153U CN208718086U CN 208718086 U CN208718086 U CN 208718086U CN 201821289153 U CN201821289153 U CN 201821289153U CN 208718086 U CN208718086 U CN 208718086U
Authority
CN
China
Prior art keywords
steel
sleeve
bush
tubing string
web
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.)
Expired - Fee Related
Application number
CN201821289153.2U
Other languages
Chinese (zh)
Inventor
于风波
李文明
许卫晓
刘杰
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.)
Qingdao Yihe Steel Construction Co Ltd
Original Assignee
Qingdao Yihe Steel Construction 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 Qingdao Yihe Steel Construction Co Ltd filed Critical Qingdao Yihe Steel Construction Co Ltd
Priority to CN201821289153.2U priority Critical patent/CN208718086U/en
Application granted granted Critical
Publication of CN208718086U publication Critical patent/CN208718086U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model relates to field of steel structure, especially a kind of double housing supports node connecting structures.The sleeve of rectangular steel pipe outer surface of column is fixed on including two, connects the H profile steel beam of two sleeves, two sleeves are upper bush and lower sleeve, upper bush and lower sleeve are arranged along the short transverse interval of rectangle steel tubing string, each sleeve is made of four respectively arranged outer ring plates in face around rectangle steel tubing string, outer ring plate is fixed on the outer surface of rectangle steel tubing string, has poured concrete in rectangle steel tubing string;H profile steel beam includes top flange plate, bottom wing listrium and web, it is fixedly connected at the top of web with top flange plate, web bottom is fixedly connected with bottom wing listrium, the end of top flange plate is fixedly connected with upper bush, the end of bottom wing listrium is fixedly connected with lower sleeve, and the end of web is fixedly connected with upper bush, rectangle steel tubing string and lower sleeve respectively.Its structure is simple, easy for construction, saves cost, and realize and connection is firmly fixed between outer sleeve and rectangle steel tubing string.

Description

Double housing supports node connecting structures
Technical field
The utility model relates to field of steel structure, especially a kind of double housing supports node connecting structures.
Background technique
With being continuously increased for China's steel yield and constantly improve for long strands, steel construction has obtained rapid hair Exhibition, industry in civil buildings using more and more.For steel construction from heavy and light, ductility is good, and anti-seismic performance is brilliant;Steel member exists Factory process, construction site workload are greatly reduced;Floor uses steel bar truss floor support plate, realizes interchange operation;It is main The body duration shortens half or so.Steel member is produced in factory by sophisticated equipment, and Product Precision is high;In work progress, hidden work Journey is few, is easy to quality control, also can preferably protect the personal safety of worker.Low energy consumption during steel construction production and construction (saves Water economize on electricity), because structural bearing capacity is promoted, reduce material utilization amount;Steel house uses Novel environment-friendlymaterial material, nontoxic;It applies Work process noise is small, and dust is few;Steel member can complete recycling and reusing.
Due to the plurality of advantages of steel construction, the application in industry and civil buildings is just more and more extensive, especially in height In layer and super high-rise building, the application of the composite structure of steel construction and concrete it is more and more, give full play to the resistance to compression of concrete The bending resistance of performance and steel construction, tensile property perform to the advantages of two kinds of materials ultimate attainment.According to existing code requirement, steel The connection of beam and steel column will meet calculating and force request, it is necessary to be reinforced at tie point, one is in steel column plus horizontal Partition, one is add very wide outer ring plate outside steel column.But adding diaphragm plate in steel column, processing factory's processing is complicated, and scene exists It is also pretty troublesome when steel column placing concrete, and cannot be guaranteed the pouring quality of concrete;Add very wide outer ring project outside steel column Ring the use of room inner height and space.
Utility model content
Utility model aims to solve the above-mentioned problems in the prior art, propose a kind of double housing supports Node connecting structure, structure is simple, easy for construction, saves cost, and realizes firm between outer sleeve and rectangle steel tubing string Solid be fixedly connected.
The technical solution of the utility model is: a kind of double housing supports node connecting structures, including two are fixed on rectangle The sleeve of steel pipe outer surface of column and the H profile steel beam for connecting two sleeves, wherein described two sleeves are upper bush and lower sleeve, Upper bush and lower sleeve are arranged along the short transverse interval of rectangle steel tubing string, and each sleeve is by around four faces of rectangle steel tubing string Respectively arranged outer ring plate composition, outer ring plate are fixed on the appearance of rectangle steel tubing string by the connection type of plug welding and fillet weld Face has poured concrete in rectangle steel tubing string;
The H profile steel beam includes top flange plate, bottom wing listrium and web, web be located at top flange plate and bottom wing listrium it Between, the top of web is fixedly connected with top flange plate, and the bottom of web is fixedly connected with bottom wing listrium, the end of top flange plate with Upper bush is fixedly connected, and the end of bottom wing listrium is fixedly connected with lower sleeve, the end of web respectively with upper bush, rectangular steel pipe Column is fixedly connected with lower sleeve;
The end face of the web consists of three parts, and is upper end, middle part end face and lower end surface, upper end respectively It is located on same vertical plane with lower end surface, middle part end face is located at the outside of upper end, lower end surface, the top of middle part end face It is connect with upper end, the bottom end of middle part end face is connect with lower end surface, and upper end, middle part end face and lower end surface form convex Font, upper end are fixedly connected with upper bush, and lower end surface is fixedly connected with lower sleeve, and middle part end face and rectangle steel tubing string are solid Fixed connection.
In the utility model, the outer ring plate of the upper bush and lower sleeve is equipped in several through-holes, is filled in through-hole Welding material realizes being fixedly connected for upper bush and lower sleeve and rectangle steel tubing string respectively.
The outer ring plate is equipped with vertical guide fixed block, and guide fixed block is located at the side or two sides of outer ring plate, Guide fixed block is located at the outside of H profile steel beam, and the end face of H profile steel beam is placed along fixed guide block, guide fixed block and H profile steel It is fixedly connected by bolt with L-type angle steel between beam, L-type angle steel is located at top flange plate and/or bottom wing listrium and guide fixed block Intersection, L-type angle steel is fixedly connected by bolt with guide fixed block on one side, the another side of L-type angle steel and top flange plate And/or bottom wing listrium is fixedly connected.
The utility model has the beneficial effects that
(1) sleeve is securely connect by plug welding and fillet weld with rectangle steel tubing string, is both realized and is added to beam column node area By force, and make construction succinct, and the appearance of beam column node area is beautiful.
It (2), can be by guide fixed block by H-type before H profile steel beam and outer ring plate, rectangle steel tubing string are welded and fixed Girder steel is directly put to suitable position, and is tentatively fixed on H profile steel beam on outer ring plate by bolt and L-type angle steel;
(3) structure is simple, easy for construction, saves cost, pouring construction is not only improved in casting concrete, and can protect Demonstrate,prove pouring quality.
Detailed description of the invention
Fig. 1 is the cross-sectional view of the utility model;
Fig. 2 is the structural schematic diagram of the utility model;
Fig. 3 is the end structure illustration of H profile steel beam;
Fig. 4 is the structural schematic diagram of H profile steel beam Yu outer ring plate junction.
In figure: 1 outer ring plate;101 guide fixed blocks;102 upper bushes;103 lower sleeves;2 rectangle steel tubing strings;3 concrete columns; 4H section steel beam;401 top flange plates;402 webs;4021 upper ends;4022 middle parts end face;4023 lower end surfaces;403 lower flanges Plate;5 bolts;6L type angle steel.
Specific embodiment
The utility model is further described with reference to the accompanying drawings and examples.
As depicted in figs. 1 and 2, double housing supports node connecting structures described in the utility model are fixed on square including two The sleeve of shape steel pipe outer surface of column and the H profile steel beam 4 for connecting two sleeves.Two sleeves include upper bush 102 and lower sleeve 103, upper bush 102 and lower sleeve 103 are arranged along the short transverse interval of rectangle steel tubing string 2.Each sleeve is by surrounding rectangle steel The respectively arranged outer ring plate 1 in four faces of tubing string 2 forms, and outer ring plate 1 is fixed on square by the connection type of plug welding and fillet weld The outer surface of shape steel pipe column 2 has poured concrete 3 in rectangle steel tubing string 2.
H profile steel beam 4 includes top flange plate 401, bottom wing listrium 403 and web 402, and web 402 is located at 401 He of top flange plate Between bottom wing listrium 403, the top of web 402 is fixedly connected with top flange plate 401, the bottom of web 402 and bottom wing listrium 403 It is fixedly connected.The end of top flange plate 401 is fixedly connected by welding manner with upper bush 102, and the end of bottom wing listrium 403 is logical Welding manner is crossed to be fixedly connected with lower sleeve 103, the end of web 402 respectively with upper bush 102, rectangle steel tubing string 2 and trap Cylinder 103 is fixedly connected.As shown in figure 3, the end face of web 402 consists of three parts, it is upper end 4021, middle part end face respectively 4022 and lower end surface 4023, wherein upper end 4021 and lower end surface 4023 are located on same vertical plane, middle part end face 4022 are located at the outside of upper end 4021, lower end surface 4023, and the top of middle part end face 4022 is connect with upper end 4021, The bottom end of middle part end face 4022 is connect with lower end surface 4023, i.e. upper end 4021, middle part end face 4022 and lower end surface 4023 form a convex shape.Wherein upper end 4021 is fixedly connected with upper bush 102 by welding manner, lower end surface 4023 are fixedly connected with lower sleeve 103 by welding manner, and middle part end face 4022 is fixed with rectangle steel tubing string 2 by welding manner Connection.It is connected to the outer surface of rectangle steel tubing string 2 by sleeve 1, both convenient for construction, while realizing outer ring plate and rectangular steel pipe Connection is firmly fixed between column, increases connection stiffness.
As shown in Fig. 2, being equipped in several through-holes on the outer ring plate 1 of upper bush 102 and lower sleeve 103, filling in through-hole There is welding material, realizes being fixedly connected for upper bush 102 and lower sleeve 103 and rectangle steel tubing string 2 respectively by plug welding.
As shown in figure 4, sleeve 1 is equipped with vertical guide fixed block 101, guide fixed block 101 is located at the one of outer ring plate Side or two sides in the present embodiment, are equipped with guide fixed block 101 in the side of outer ring plate 1.Guide fixed block 101 is located at H profile steel The outside of beam 4 can place one end of H profile steel beam along fixed guide block 101, at this time fixed guide when installing H profile steel beam 4 Determine block 101 and play guiding role, when H profile steel beam 4 is put to appropriate position, passes through bolt 5 and L-type angle steel 6 realizes guiding Fixed block 101 and H profile steel beam 4 are fixedly connected: L-type angle steel 6 being placed on top flange plate and/or bottom wing listrium and guiding is fixed The intersection of block 101, L-type angle steel 6 are fixedly connected by bolt 5 with guide fixed block 101 on one side, the another side of L-type angle steel 6 It is fixedly connected by welding with top flange plate and/or bottom wing listrium.By H profile steel beam 4 and outer ring plate, rectangle steel tubing string Before being welded and fixed, H profile steel beam 4 can directly be put to suitable position by guide fixed block 101, and pass through bolt 5 and L H profile steel beam 4 is tentatively fixed on outer ring plate 1 by type angle steel 6.
In the present embodiment, there are two H profile steel beams for connection between upper bush 102 and lower sleeve 103, and in the utility model, H The number of section steel beam can be one to four, i.e., according to actual use environment, take up an official post in four outer ring plates of composition sleeve Meaning connection H profile steel beam, however it is not limited to the number and location of H profile steel beam in the present embodiment.

Claims (3)

1. a kind of double housing supports node connecting structures, including two sleeves for being fixed on rectangular steel pipe outer surface of column, Yi Jilian Connect the H profile steel beam (4) of two sleeves, it is characterised in that: described two sleeves are upper bush (102) and lower sleeve (103), upper bush (102) it is arranged with lower sleeve (103) along the short transverse interval of rectangle steel tubing string (2), each sleeve is by surrounding rectangle steel tubing string (2) four respectively arranged outer ring plates in face (1) composition, outer ring plate (1) are fixed on the outer surface of rectangle steel tubing string (2), rectangle Concrete (3) have been poured in steel pipe column (2);
The H profile steel beam (4) includes top flange plate (401), bottom wing listrium (403) and web (402), and web (402) is located at upper Between flange plate (401) and bottom wing listrium (403), the top of web (402) is fixedly connected with top flange plate (401), web (402) bottom is fixedly connected with bottom wing listrium (403), and the end of top flange plate (401) is fixedly connected with upper bush (102), The end of bottom wing listrium (403) is fixedly connected with lower sleeve (103), the end of web (402) respectively with upper bush (102), square Shape steel pipe column (2) is fixedly connected with lower sleeve (103);
The end face of the web (402) consists of three parts, and is upper end (4021), middle part end face (4022) and lower part respectively End face (4023), upper end (4021) and lower end surface (4023) are located on same vertical plane, and middle part end face (4022) are located at The top in the outside of upper end (4021), lower end surface (4023), middle part end face (4022) is connect with upper end (4021), The bottom end of middle part end face (4022) is connect with lower end surface (4023), upper end (4021), middle part end face (4022) and lower part End face (4023) forms convex shape, and upper end (4021) is fixedly connected with upper bush (102), lower end surface (4023) with trap Cylinder (103) is fixedly connected, and middle part end face (4022) are fixedly connected with rectangle steel tubing string (2).
2. double housing supports node connecting structures according to claim 1, it is characterised in that: the upper bush (102) and The outer ring plate (1) of lower sleeve (103) is equipped in several through-holes, and welding material is filled in through-hole, realizes upper bush respectively (102) it is fixedly connected with lower sleeve (103) and rectangle steel tubing string (2).
3. double housing supports node connecting structures according to claim 1, it is characterised in that: set on the outer ring plate (1) Have vertical guide fixed block (101), guide fixed block (101) is located at the side or two sides of outer ring plate, guide fixed block (101) it is located at the outside of H profile steel beam (4), the end face of H profile steel beam is placed along guide fixed block (101), guide fixed block (101) it is fixedly connected by bolt (5) with L-type angle steel (6) between H profile steel beam (4), L-type angle steel (6) is located at top flange plate And/or the intersection of bottom wing listrium and guide fixed block (101), L-type angle steel (6) are fixed by bolt (5) and guiding on one side Block (101) is fixedly connected, and the another side of L-type angle steel (6) is fixedly connected with top flange plate and/or bottom wing listrium.
CN201821289153.2U 2018-08-10 2018-08-10 Double housing supports node connecting structures Expired - Fee Related CN208718086U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821289153.2U CN208718086U (en) 2018-08-10 2018-08-10 Double housing supports node connecting structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821289153.2U CN208718086U (en) 2018-08-10 2018-08-10 Double housing supports node connecting structures

Publications (1)

Publication Number Publication Date
CN208718086U true CN208718086U (en) 2019-04-09

Family

ID=65977090

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821289153.2U Expired - Fee Related CN208718086U (en) 2018-08-10 2018-08-10 Double housing supports node connecting structures

Country Status (1)

Country Link
CN (1) CN208718086U (en)

Similar Documents

Publication Publication Date Title
CN104912190B (en) Dry type joggle frame structure
CN102979162B (en) Multi-story high-rise assembled steel structure frame - prestressed centrally-braced system
CN102979163B (en) Multi-story high-rise assembled steel structure frame - prestressed eccentrically-braced system
CN102979175A (en) Industrialized multi-story high-rise assembled steel structure frame - prestressed eccentrically-braced system
CN204282199U (en) Pile-column concrete hollow pile bridge pier structure
CN102979166B (en) Multi-story high-rise assembled steel structure frame - eccentrically-braced system
CN202925762U (en) Novel reinforced concrete superposed beam
CN105951991B (en) A kind of assembling type steel structure frame system
CN205875394U (en) Antidetonation concrete beam column that dry process is connected
CN206233431U (en) A kind of assembled light gauge cold-formed steel shape composite floor
CN106368348B (en) A kind of superposed type compound shear wall with two benches stress characteristic
CN101435237A (en) Novel hollow combined board
CN108643429B (en) But height-adjusting's assembled coincide floor
CN208718086U (en) Double housing supports node connecting structures
CN208518137U (en) A kind of closed-section steel deck combined concrete shear wall connecting node
CN207553359U (en) Assembled ribbing steel plate shear force wall
CN102140850B (en) Frame with floors of composite grid structure and construction method thereof
CN103276798B (en) A kind of hollow irregular column high-rise assembled steel framework-prestressing force eccentrical braces
CN107780564A (en) A kind of assembled ribbing steel plate shear force wall
CN206737142U (en) The attachment means that a kind of prefabricated Vierendeel girder and frame column are formed
CN106759885A (en) Cold formed steel structure house inner wall structural system
CN205776898U (en) Overall assembled reinforced concrete shear wall structure system
CN209179211U (en) Circular steel tube concrete column and not contour steel beam with box shape abnormity nodal connection device
CN211420834U (en) Reinforced connecting unit of large-span pier stud and bridge floor
CN202990244U (en) Dual-T shaped composite beam with prestress concrete filled steel tube core bar

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190409

Termination date: 20190810