CN109057020A - Firm section steel beam connection structure - Google Patents

Firm section steel beam connection structure Download PDF

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Publication number
CN109057020A
CN109057020A CN201810979477.7A CN201810979477A CN109057020A CN 109057020 A CN109057020 A CN 109057020A CN 201810979477 A CN201810979477 A CN 201810979477A CN 109057020 A CN109057020 A CN 109057020A
Authority
CN
China
Prior art keywords
steel
girder
main
girder erection
slot
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.)
Pending
Application number
CN201810979477.7A
Other languages
Chinese (zh)
Inventor
张大林
何家坤
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.)
China MCC5 Group Corp Ltd
Original Assignee
China MCC5 Group Corp 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 China MCC5 Group Corp Ltd filed Critical China MCC5 Group Corp Ltd
Priority to CN201810979477.7A priority Critical patent/CN109057020A/en
Publication of CN109057020A publication Critical patent/CN109057020A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2421Socket type connectors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2451Connections between closed section profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2457Beam to beam connections

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The present invention discloses firm section steel beam connection structure, solves the problems, such as that there are security risks when the prior art low efficiency, girder steel when girder steel is attached are directed at trouble, connection with connector.The present invention includes main structure body, main structure body sets the first steel girder erection slot, the second steel girder erection slot, third steel girder erection slot and the 4th steel girder erection slot, first and third steel girder erection slot opens up sidewall thread through-hole on a side wall, tapped blind hole is opened up on another side wall, second, four steel girder erection slots open up base thread through-hole on bottom plate;The inner wall center of first and third steel girder erection slot is respectively equipped with the main girder steel guide post that the guide groove of one and main girder steel connecting pin matches, and the inner wall center of second, four steel girder erection slots is respectively equipped with the secondary girder steel guide post to match with the guide groove of secondary girder steel connecting pin.Positioning between girder steel of the present invention is fixed simple, and girder steel joint efficiency is high, moreover it is possible to effectively eliminate security risk, it is good to consolidate performance after girder steel connection.

Description

Firm section steel beam connection structure
Technical field
The present invention relates to girder steel interconnection technique fields, and in particular to firm section steel beam connection structure.
Background technique
Girder steel connection structure is applied to the interconnection between steel structure member or component.The prior art is carried out to girder steel When connection, generally two or more girder steels are attached using angle steel and bolt, when operation needs that phase will be needed using bracket The girder steel butt junction location of connection is got well and is fixed, and manipulates using bracket positioning is fixed generally by manpower, then passes through angle steel It is attached with bolt, not only operates cumbersome, joint efficiency is low, and positioning is very difficult when docking, is easy Bias is generated, there are security risk, girder steel is directed at trouble with connector.
Summary of the invention
The technical problem to be solved by the present invention is provide firm section steel beam connection structure, solve the prior art girder steel into There are problems that security risk when low efficiency, girder steel are directed at trouble, connection with connector when row connection.
To achieve the above object, The technical solution adopted by the invention is as follows:
Firm section steel beam connection structure, including the main structure body being square, four side centers of the main structure body are opened respectively Equipped with the first steel girder erection slot, the second steel girder erection slot, third steel girder erection slot and the 4th steel girder erection for installing girder steel Slot, the first steel girder erection slot and the third steel girder erection slot are opposite and for installing main girder steel, the second girder steel peace Tankage and the 4th steel girder erection slot are opposite to each other and for installing secondary girder steel, the first steel girder erection slot and the third girder steel The structure of mounting groove is identical, and is that at least one sidewall thread through-hole is offered on a side wall, in another side wall On offer tapped blind hole corresponding with the sidewall thread through-hole, the second steel girder erection slot and the 4th steel The structure of beam mounting groove is identical, and is that at least one base thread through-hole is offered on bottom plate;The first girder steel peace What the guide groove that the inner wall center of tankage and the third steel girder erection slot is respectively equipped with one and main girder steel connecting pin matched The inner wall center of main girder steel guide post, the second steel girder erection slot and the 4th steel girder erection slot is respectively equipped with one and pair The secondary girder steel guide post that the guide groove of girder steel connecting pin matches.
Further, there are three the sidewall thread through-holes on same mounting groove, and three sidewall thread through-holes Be equally spaced, correspondingly, the tapped blind hole on same mounting groove also there are three, and three tapped blind holes and three sides Wall tapped through hole corresponds.
Further, there are three the base thread through-holes on same mounting groove, and three base thread through-holes It is equally spaced.
Further, the main structure body uses steel moulding by casting.
Further, the main girder steel guide post is an integral structure with the main structure body, the pair girder steel guide post It is an integral structure with the main structure body.
Further, the main girder steel guide post includes being connected to the first steel girder erection slot or third girder steel peace The main girder steel guide post main body in the inner wall center of tankage and positioned at the first tetragonous of the outer end of the main girder steel guide post main body Conical nose, the main girder steel guide post main body and the four prism type head are an integral structure.
Further, the secondary girder steel guide post includes being connected to the second steel girder erection slot or the 4th girder steel peace The secondary girder steel guide post main body in the inner wall center of tankage and positioned at the second tetragonous of the outer end of the secondary girder steel guide post main body Cone head part, the pair girder steel guide post main body and second rectangular pyramid head are an integral structure.
Compared with prior art, the invention has the following advantages:
The configuration of the present invention is simple, design is scientific and reasonable, easy to use, and the positioning between girder steel is fixed simple, girder steel connection effect Rate is high, moreover it is possible to effectively eliminate security risk, main girder steel guide post and secondary girder steel guide post can also make girder steel connection structure and girder steel Between connection it is more firm.
The present invention by set on main structure body the first steel girder erection slot, the second steel girder erection slot, third steel girder erection slot, 4th steel girder erection slot, and the first steel girder erection slot and third steel girder erection slot design opposite to each other, set side wall on a side wall Tapped through hole sets tapped blind hole on another side wall, for installing main girder steel, by crane equipment can by main steel beam alignment, And the end connecting pin of main girder steel is inserted into the first steel girder erection slot or third steel girder erection slot, then can be light by bolt Girder steel is fixed in mounting groove;Correspondingly, the second steel girder erection slot and the 4th steel girder erection slot design opposite to each other, open on bottom plate If base thread through-hole, secondary girder steel easily equally can be fixed on by the second steel girder erection slot or the 4th steel girder erection by bolt In slot, install very convenient, moreover it is possible to effectively eliminate security risk.
The present invention sets main girder steel guide post on the inner wall of the first steel girder erection slot and third steel girder erection slot, can effectively mention High main girder steel is directed at the efficiency of positioning with the first steel girder erection slot or third steel girder erection slot, and the first pyramid shape head can help Main girder steel and the first steel girder erection slot or the positioning of third steel girder erection slot rapid alignment;In the same manner, the second steel girder erection slot and Secondary girder steel guide post is set on the inner wall of four steel girder erection slots, can effectively improve secondary girder steel and the second steel girder erection slot or the 4th girder steel The efficiency of mounting groove alignment positioning, the second rectangular pyramid head can help secondary girder steel and the second steel girder erection slot or the 4th steel girder erection The positioning of slot rapid alignment.
Detailed description of the invention
Fig. 1 is schematic structural view of the invention.
Fig. 2 is usage state diagram of the present invention.
Fig. 3 is another usage state diagram of the present invention.
Wherein, the corresponding title of appended drawing reference are as follows:
1- main structure body, the first steel girder erection of 2- slot, the second steel girder erection of 3- slot, 4- third steel girder erection slot, 5- the 4th Steel girder erection slot, 6- sidewall thread through-hole, 7- tapped blind hole, 8- base thread through-hole, 9- pair girder steel guide post, the main girder steel of 10- The main girder steel guide post main body of guide post, 11-, the first pyramid shape of 12- head, 13- pair girder steel guide post main body, 14- the two or four Pyramid head, the main girder steel of 15-, 16- pair girder steel.
Specific embodiment
The invention will be further described with embodiment for explanation with reference to the accompanying drawing, and mode of the invention includes but not only limits In following embodiment.
As shown in Figure 1-3, firm section steel beam connection structure provided by the invention, structure is simple, design is scientific and reasonable, uses Convenient, the positioning between girder steel is fixed simple, and girder steel joint efficiency is high, moreover it is possible to effectively eliminate security risk, main girder steel guide post and Secondary girder steel guide post can also make the connection between girder steel connection structure and girder steel more firm.The present invention includes the structure being square Main body 1, four side centers of the main structure body 1 offer the first steel girder erection slot 2, the second girder steel for installing girder steel respectively Mounting groove 3, third steel girder erection slot 4 and the 4th steel girder erection slot 5, the first steel girder erection slot 2 and third girder steel peace Tankage 4 is opposite and for installing main girder steel 15, and the second steel girder erection slot 3 and the 4th steel girder erection slot 5 are used in combination opposite to each other In installing secondary girder steel 16, the first steel girder erection slot 2 is identical with the structure of the third steel girder erection slot 4, and be At least one sidewall thread through-hole 6 is offered on one side wall, is offered on another side wall and the sidewall thread through-hole 6 Corresponding tapped blind hole 7, the second steel girder erection slot 3 is identical with the structure of the 4th steel girder erection slot 5, and It is that at least one base thread through-hole 8 is offered on bottom plate, the main structure body 1 uses steel moulding by casting.
There are three the sidewall thread through-holes 6 on the same mounting groove of the present invention, and three sidewall thread through-holes 6 etc. Away from distribution, correspondingly, the tapped blind hole 7 on same mounting groove also there are three, and three tapped blind holes 7 and three sides Wall tapped through hole 6 corresponds;There are three the base thread through-holes 8 on same mounting groove, and three base threads Through-hole 8 is equally spaced.
The present invention by set on main structure body the first steel girder erection slot, the second steel girder erection slot, third steel girder erection slot, 4th steel girder erection slot, and the first steel girder erection slot and third steel girder erection slot design opposite to each other, set side wall on a side wall Tapped through hole sets tapped blind hole on another side wall, for installing main girder steel, by crane equipment can by main steel beam alignment, And the end connecting pin of main girder steel is inserted into the first steel girder erection slot or third steel girder erection slot, then can be light by bolt Girder steel is fixed in mounting groove;Correspondingly, the second steel girder erection slot and the 4th steel girder erection slot design opposite to each other, open on bottom plate If base thread through-hole, secondary girder steel easily equally can be fixed on by the second steel girder erection slot or the 4th steel girder erection by bolt In slot, install very convenient, moreover it is possible to effectively eliminate security risk.
The inner wall center of first steel girder erection slot 2 of the present invention and the third steel girder erection slot 4 is respectively equipped with one The main girder steel guide post 10 to match with the guide groove of main girder steel connecting pin, the second steel girder erection slot 3 and the 4th steel The inner wall center of beam mounting groove 5 is respectively equipped with the secondary girder steel guide post 9 to match with the guide groove of secondary girder steel connecting pin, institute It states main girder steel guide post 10 to be an integral structure with the main structure body 1, the pair girder steel guide post 9 and the main structure body 1 It is an integral structure.
Main girder steel guide post 10 of the present invention includes being connected to the first steel girder erection slot 2 or third girder steel peace The main girder steel guide post main body 11 in the inner wall center of tankage 4 and positioned at the of the outer end of the main girder steel guide post main body 11 One pyramid shape head 12, the main girder steel guide post main body 11 and the four prism type head 12 are an integral structure;It is described Secondary girder steel guide post 9 includes being connected to the pair in the inner wall center of the 3 or described 4th steel girder erection slot 5 of the second steel girder erection slot Girder steel guide post main body 13 and positioned at the second rectangular pyramid head 14 of the outer end of the secondary girder steel guide post main body 13, it is described Secondary girder steel guide post main body 13 and second rectangular pyramid head 14 are an integral structure.
The present invention sets main girder steel guide post on the inner wall of the first steel girder erection slot and third steel girder erection slot, can effectively mention High main girder steel is directed at the efficiency of positioning with the first steel girder erection slot or third steel girder erection slot, and the first pyramid shape head can help Main girder steel and the first steel girder erection slot or the positioning of third steel girder erection slot rapid alignment;In the same manner, the second steel girder erection slot and Secondary girder steel guide post is set on the inner wall of four steel girder erection slots, can effectively improve secondary girder steel and the second steel girder erection slot or the 4th girder steel The efficiency of mounting groove alignment positioning, the second rectangular pyramid head can help secondary girder steel and the second steel girder erection slot or the 4th steel girder erection The positioning of slot rapid alignment.Main girder steel guide post and secondary girder steel guide post can also make the connection between girder steel connection structure and girder steel more Add firm.
Present inventive concept is marvellous.The joint efficiency of girder steel part can be effectively improved, security risk when connection is eliminated, is suitable for The art or correlative technology field widely popularize application.
Above-described embodiment is only one of the preferred embodiment of the present invention, should not be taken to limit protection model of the invention It encloses, as long as that in body design thought of the invention and mentally makes has no the change of essential meaning or polishing, is solved The technical issues of it is still consistent with the present invention, should all be included within protection scope of the present invention.

Claims (7)

1. firm section steel beam connection structure, it is characterised in that: including the main structure body (1) being square, the main structure body (1) Four sides center offer the first steel girder erection slot (2), the second steel girder erection slot (3), third girder steel for installing girder steel respectively Mounting groove (4) and the 4th steel girder erection slot (5), the first steel girder erection slot (2) and the third steel girder erection slot (4) are opposite And for installing main girder steel, the second steel girder erection slot (3) and the 4th steel girder erection slot (5) are opposite to each other and for installing pair Girder steel, the first steel girder erection slot (2) is identical with the structure of the third steel girder erection slot (4), and is a side At least one sidewall thread through-hole (6) is offered on wall, is offered on another side wall and sidewall thread through-hole (6) phase Corresponding tapped blind hole (7), the second steel girder erection slot (3) is identical with the structure of the 4th steel girder erection slot (5), and It is that at least one base thread through-hole (8) is offered on bottom plate;The first steel girder erection slot (2) and the third girder steel The inner wall center of mounting groove (4) is respectively equipped with the main girder steel guide post that the guide groove of one and main girder steel connecting pin matches (10), the inner wall center of the second steel girder erection slot (3) and the 4th steel girder erection slot (5) is respectively equipped with one and secondary steel The secondary girder steel guide post (9) that the guide groove of beam connecting pin matches.
2. firm section steel beam connection structure according to claim 1, it is characterised in that: the side wall on same mounting groove There are three tapped through holes (6), and three sidewall thread through-holes (6) are equally spaced, correspondingly, described on same mounting groove Tapped blind hole (7) also there are three, and three tapped blind holes (7) correspond with three sidewall thread through-holes (6).
3. firm section steel beam connection structure according to claim 2, it is characterised in that: the bottom plate on same mounting groove There are three tapped through holes (8), and three base thread through-holes (8) are equally spaced.
4. firm section steel beam connection structure according to claim 1 to 3, it is characterised in that: the main structure body (1) steel moulding by casting is used.
5. firm section steel beam connection structure according to claim 4, it is characterised in that: the main girder steel guide post (10) with The main structure body (1) is an integral structure, and the pair girder steel guide post (9) is an integral structure with the main structure body (1).
6. firm section steel beam connection structure according to claim 5, it is characterised in that: main girder steel guide post (10) packet Include the main girder steel guide post for being connected to the inner wall center of the first steel girder erection slot (2) or the third steel girder erection slot (4) Main body (11) and be located at the main girder steel guide post main body (11) outer end the first pyramid shape head (12), the master Girder steel guide post main body (11) and the four prism type head (12) are an integral structure.
7. firm section steel beam connection structure according to claim 6, it is characterised in that: the pair girder steel guide post (9) is wrapped Include the secondary girder steel guide post for being connected to the inner wall center of the second steel girder erection slot (3) or the 4th steel girder erection slot (5) Main body (13) and be located at the secondary girder steel guide post main body (13) outer end the second rectangular pyramid head (14), the pair steel Beam guide post main body (13) and second rectangular pyramid head (14) are an integral structure.
CN201810979477.7A 2018-08-24 2018-08-24 Firm section steel beam connection structure Pending CN109057020A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810979477.7A CN109057020A (en) 2018-08-24 2018-08-24 Firm section steel beam connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810979477.7A CN109057020A (en) 2018-08-24 2018-08-24 Firm section steel beam connection structure

Publications (1)

Publication Number Publication Date
CN109057020A true CN109057020A (en) 2018-12-21

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Family Applications (1)

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CN201810979477.7A Pending CN109057020A (en) 2018-08-24 2018-08-24 Firm section steel beam connection structure

Country Status (1)

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CN (1) CN109057020A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110241922A (en) * 2019-05-10 2019-09-17 安徽长江紧固件有限责任公司 A kind of steel construction fastener being bonded

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Publication number Priority date Publication date Assignee Title
JP5301150B2 (en) * 2007-12-28 2013-09-25 株式会社内田洋行 Coupling device
CN203334436U (en) * 2013-05-30 2013-12-11 山东科技大学 Novel dog-bone type beam column joint
CN105464210A (en) * 2015-07-13 2016-04-06 贵阳铝镁设计研究院有限公司 Connecting form of steel beam and I-shaped-section column in weak axis direction and beam-column connecting structure
CN105805112A (en) * 2016-05-06 2016-07-27 重庆标王机械设备有限公司 Universal joint device for rod piece space structure connection
CN205604470U (en) * 2016-04-13 2016-09-28 长安大学 Steel core concrete column - girder steel external diaphragm formula node structure based on rib is indulged in trompil
CN106638992A (en) * 2017-03-02 2017-05-10 严晓安 Loose joint fastener and floor support frame
CN206157896U (en) * 2016-10-27 2017-05-10 浙江鑫润工程管理有限公司 Building and but rapid Assembly's steel member thereof
CN107386449A (en) * 2016-05-17 2017-11-24 杜涛 A kind of multi-deck container house framework of new Joining Structure
CN107965048A (en) * 2017-12-06 2018-04-27 新昌县远轴工业设计有限公司 A kind of high strength beam Column border node and its installation method

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5301150B2 (en) * 2007-12-28 2013-09-25 株式会社内田洋行 Coupling device
CN203334436U (en) * 2013-05-30 2013-12-11 山东科技大学 Novel dog-bone type beam column joint
CN105464210A (en) * 2015-07-13 2016-04-06 贵阳铝镁设计研究院有限公司 Connecting form of steel beam and I-shaped-section column in weak axis direction and beam-column connecting structure
CN205604470U (en) * 2016-04-13 2016-09-28 长安大学 Steel core concrete column - girder steel external diaphragm formula node structure based on rib is indulged in trompil
CN105805112A (en) * 2016-05-06 2016-07-27 重庆标王机械设备有限公司 Universal joint device for rod piece space structure connection
CN107386449A (en) * 2016-05-17 2017-11-24 杜涛 A kind of multi-deck container house framework of new Joining Structure
CN206157896U (en) * 2016-10-27 2017-05-10 浙江鑫润工程管理有限公司 Building and but rapid Assembly's steel member thereof
CN106638992A (en) * 2017-03-02 2017-05-10 严晓安 Loose joint fastener and floor support frame
CN107965048A (en) * 2017-12-06 2018-04-27 新昌县远轴工业设计有限公司 A kind of high strength beam Column border node and its installation method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110241922A (en) * 2019-05-10 2019-09-17 安徽长江紧固件有限责任公司 A kind of steel construction fastener being bonded

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Application publication date: 20181221