CN208009643U - A kind of steel I-beam Column border node - Google Patents

A kind of steel I-beam Column border node Download PDF

Info

Publication number
CN208009643U
CN208009643U CN201820324120.0U CN201820324120U CN208009643U CN 208009643 U CN208009643 U CN 208009643U CN 201820324120 U CN201820324120 U CN 201820324120U CN 208009643 U CN208009643 U CN 208009643U
Authority
CN
China
Prior art keywords
pieces
column
plate
web
vertical
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
CN201820324120.0U
Other languages
Chinese (zh)
Inventor
王斌辉
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.)
Xinchang Lijing Industrial Product Design Co Ltd
Original Assignee
Xinchang Lijing Industrial Product Design 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 Xinchang Lijing Industrial Product Design Co Ltd filed Critical Xinchang Lijing Industrial Product Design Co Ltd
Priority to CN201820324120.0U priority Critical patent/CN208009643U/en
Application granted granted Critical
Publication of CN208009643U publication Critical patent/CN208009643U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model provides a kind of steel I-beam Column border node, belongs to field of steel structure.It solves the problems, such as that existing beam-to-column joint intensity is low.This steel I-beam Column border node includes crossbeam, longeron and cylinder, crossbeam includes wing plate and cross web, longeron includes vertical wing plate and vertical web, cylinder includes column wing plate and column web, beam-end is welded on column wing plate, longeron end is welded on column web, further include two connecting seats, connecting seat includes bottom plate and two blocks of side plates, two blocks of side plates of one connecting seat and two blocks of side plates of two 1 connecting seats fit fixation, two connecting seats surround the casing to be formed and be sleeved on the outside of cylinder, bottom plate is fixed on column wing plate lateral surface, bottom plate is equipped with reinforced hole, side plate is equipped with supported hole, and the supported hole alignment setting on the two blocks of side plates to fit, and two crossbeams are embedded on reinforced hole respectively, two longerons are respectively penetrated and are supported on supported hole.This node strength higher, and it is easy for construction.

Description

A kind of steel I-beam Column border node
Technical field
The utility model belongs to steel structure technology field, is related to a kind of steel I-beam Column border node.
Background technology
In the steel building largely used at present, it usually needs beam body is mounted on cylinder side, common mode Beam body end is generally welded on cylinder side, but connection structure is not present between two beam bodies in left and right, causes integral strength inclined It is low, and weld strength can influence to be connected intensity, it is therefore necessary to it is improved.
Invention content
The purpose of this utility model is to be directed to the above-mentioned problems in the prior art, provides a kind of simple in structure, energy Traditional I-steel beam column is reinforced, and steel I-beam Column border node easy for construction.
The purpose of this utility model can be realized by following technical proposal:A kind of steel I-beam Column border node, including be I-beam structure, and it includes phase to distinguish two lateral, longitudinal and vertically arranged crossbeams, two longerons and a cylinder, crossbeam Mutual two blocks of parallel wing plates and the cross web being fixed between two blocks of wing plates, longeron cross section is identical as crossbeam cross section, And include two blocks of vertical wing plates and the vertical web that is fixed between two blocks of vertical wing plates, cylinder include two blocks of column wing plates being mutually parallel and The column web being fixed between two blocks of column wing plates, beam-end are weldingly fixed on column wing plate, the opposite outside of two blocks of column wing plates Face is respectively fixed with a crossbeam, and two crossbeam alignment settings, longeron end are weldingly fixed on column web, and column web both sides are each It is fixed with the longeron described in one, and two longeron alignment settings, it is characterised in that:It further include the connection of two channel steel structures Seat, connecting seat include bottom plate and are vertically connected on two blocks of side plates on bottom plate both sides, and two blocks of side plates are mutually parallel, connecting seat Two blocks of side plates of two blocks of side plates and two 1 connecting seats fit fixation, and two pieces of bottom plates are arranged in parallel, and two connections Seat surrounds to form tubular sleeve, and casing is sleeved on the outside of cylinder, and two pieces of bottom plates are bonded are fixed on two pieces of column wing plate lateral surfaces respectively On, the bottom plate is equipped with I-shaped reinforced hole, and side plate is equipped with I-shaped supported hole, and on the two blocks of side plates to fit Supported hole alignment setting, and two crossbeams are embedded on reinforced hole respectively, two longerons are respectively penetrated and are supported on supported hole.
This node makes beam-end be reinforced using reinforced hole, longeron by the connecting seat of two channel steel structures of setting It is supported reinforcing using supported hole, avoids directly being influenced by weld strength, and in installation process, first by two crossbeams Two reinforced holes are respectively penetrated, later by after beam-end and the welding of column wing plate, then towards cylinder mobile connection seat, and by two companies The side plate of joint chair is bonded by fastener and is fixed, and bottom plate and column wing plate are fixed, longeron is penetrated to the supported hole of alignment later, and Longeron end is welded on column web side, therefore can effectively be reinforced on traditional I-steel beam column linker plinth.
In a kind of above-mentioned steel I-beam Column border node, two pieces of side plate lateral surfaces on a connecting seat are connect with another Two pieces of side plate interior sides face pastes on seat, which are closed, fixes, and is against two blocks of column wing plates one respectively close to the side plate interior sides face both sides of column web On side.
Therefore the side plate stability on connecting seat can be improved, supported hole stability is then improved.
Further include transverse reinforcement in a kind of above-mentioned steel I-beam Column border node, the transverse reinforcement includes hanging down two-by-two Straight two pieces of horizontal reinforcing plates and one block of transverse bar plate, and two pieces of horizontal reinforcing plates are bonded fixation with the wing plate and bottom plate of downside respectively.
Cross beam support intensity is improved using transverse reinforcement.
Further include vertical reinforcer in a kind of above-mentioned steel I-beam Column border node, the vertical reinforcer includes surrounding shape Three pieces of vertical reinforcing plates of grooving steel construction, and respectively with three pieces of vertical reinforcing plate vertical gussets connected vertically, and three pieces vertical are reinforced Plate is bonded fixation with side plate, the vertical wing plate of downside and column web respectively.
Longeron support strength is improved using vertical reinforcer.
In a kind of above-mentioned steel I-beam Column border node, the transverse bar plate both sides are aligned with cross web both sides respectively, are indulged Gusset both sides are aligned with vertical web both sides respectively.
A kind of construction method of steel I-beam Column border node, it is characterised in that:Include the following steps:
Two crossbeams are respectively penetrated the reinforced hole of two connecting seats by step 1;
Beam-end and column wing plate lateral surface are welded and fixed by step 2;
The side plate of two connecting seats is bonded by fastener and is fixed towards cylinder mobile connection seat by step 3, by bottom plate with Column wing plate lateral surface is fixed;
Longeron is penetrated the supported hole of alignment by step 4, and longeron end is welded on column web side;
Two pieces of horizontal reinforcing plates are bonded fixation, by three pieces of vertical reinforcing plates by step 5 with the wing plate and bottom plate of downside respectively It is bonded fixation with side plate, the vertical wing plate of downside and column web respectively, transverse bar plate both sides is made to be aligned respectively with cross web both sides, indulges muscle Plate both sides are aligned with vertical web both sides respectively.
Through the above steps, this node is installed substantially.
Compared with prior art, the utility model has the following advantages that:
This node makes beam-end be reinforced using reinforced hole, longeron by the connecting seat of two channel steel structures of setting It is supported reinforcing using supported hole, avoids directly being influenced by weld strength, and in installation process, first by two crossbeams Two reinforced holes are respectively penetrated, later by after beam-end and the welding of column wing plate, then towards cylinder mobile connection seat, and by two companies The side plate of joint chair is bonded by fastener and is fixed, and bottom plate and column wing plate are fixed, longeron is penetrated to the supported hole of alignment later, and Longeron end is welded on column web side, therefore can effectively be reinforced on traditional I-steel beam column linker plinth.
Description of the drawings
Fig. 1 is this node transverse sectional view.
Fig. 2 and Fig. 3 is this node front sectional view and side view cutaway drawing respectively.
In figure,
1, crossbeam;11, wing plate;12, cross web;
2, longeron;21, wing plate is indulged;22, web is indulged;
3, cylinder;31, column wing plate;32, column web;
4, connecting seat;41, side plate;42, supported hole;43, bottom plate;44, reinforced hole;
5, transverse reinforcement;51, horizontal reinforcing plate;52, transverse bar plate;
6, reinforcer is indulged;61, reinforcing plate is indulged;62, gusset is indulged.
Specific implementation mode
It is specific embodiment of the utility model and in conjunction with attached drawing below, the technical solution of the utility model is made further Description, but the utility model is not limited to these examples.
As shown in Figs. 1-3, a kind of steel I-beam Column border node of the utility model, including be i-beam structure, and it is horizontal respectively To, longitudinal and vertically arranged two crossbeams, 1, two longeron 2 and a cylinder 3, crossbeam 1 includes two pieces of wings being mutually parallel Plate 11 and the cross web 12 being fixed between two blocks of wing plates 11,2 cross section of longeron is identical as 1 cross section of crossbeam, and includes two The vertical web 22 that block is indulged wing plate 21 and is fixed between two blocks of vertical wing plates 21, cylinder 3 include two blocks of column wing plates 31 being mutually parallel And the column web 32 being fixed between two blocks of column wing plates 31,1 end of crossbeam are weldingly fixed on column wing plate 31, two blocks of column wing plates 31 Opposite lateral surface is respectively fixed with a crossbeam 1, and two alignment settings of crossbeam 1, and 2 end of longeron is weldingly fixed on column web 32 On, 32 both sides of column web are respectively fixed with a longeron 2, and two alignment settings of longeron 2, further include the connection of two channel steel structures Seat 4, connecting seat 4 include bottom plate 43 and two blocks of side plates 41 for being vertically connected on 43 both sides of bottom plate, and two blocks of side plates 41 are mutually parallel, and one Two blocks of side plates 41 of a connecting seat 4 and two blocks of side plates 41 of two 1 connecting seats 4 fit fixation, and two pieces of bottom plates 43 are mutually flat Row setting, and two connecting seats 4 surround to form tubular sleeve, casing is sleeved on 3 outside of cylinder, and two pieces of bottom plates 43 are bonded admittedly respectively It is scheduled on two pieces of 31 lateral surfaces of column wing plate, bottom plate 43 is equipped with I-shaped reinforced hole 44, and side plate 41 is equipped with I-shaped supported hole 42, and the alignment setting of supported hole 42 on the two blocks of side plates 41 to fit, and two crossbeams 1 are embedded on reinforced hole 44 respectively, two Root longeron 2 is respectively penetrated and is supported on supported hole 42.
Further, two pieces of 41 lateral surfaces of side plate on a connecting seat 4 and two blocks of side plates 41 on another connecting seat 4 Medial surface fitting is fixed, and is against respectively on two pieces of 31 sides of column wing plate close to the 41 medial surface both sides of side plate of column web 32.Also Including transverse reinforcement 5, transverse reinforcement 5 include two pieces of horizontal reinforcing plates 51 perpendicular to each other and one block of transverse bar plate 52, and two pieces willfully Strong plate 51 is bonded fixation with the wing plate 11 of downside and bottom plate 43 respectively.Further include vertical reinforcer 6, vertical reinforcer 6 includes surrounding Form three pieces of vertical reinforcing plates 61 of channel steel structure, and respectively with three pieces of vertical reinforcing plates 61 vertical gusset 62 connected vertically, and three Block indulges reinforcing plate 61 and is bonded fixation with side plate 41, the vertical wing plate 21 of downside and column web 32 respectively.52 both sides of transverse bar plate respectively with 12 both sides of cross web are aligned, and vertical 62 both sides of gusset are aligned with 22 both sides of vertical web respectively.
This node makes 1 end of crossbeam be reinforced using reinforced hole 44 by the connecting seat 4 of two channel steel structures of setting, Longeron 2 is supported reinforcing using supported hole 42, avoids directly being influenced by weld strength, and in installation process, first will Two crossbeams 1 respectively penetrate two reinforced holes 44, after later welding 1 end of crossbeam and column wing plate 31, then move and connect towards cylinder 3 Joint chair 4, and the side plate of two connecting seats 4 41 is bonded by fastener and is fixed, bottom plate 42 and column wing plate 31 are fixed, later will Longeron 2 penetrates the supported hole 42 of alignment, and 2 end of longeron is welded on 32 side of column web, therefore can be in traditional I-steel It is effectively reinforced on the basis of beam-to-column joint.
A kind of construction method of steel I-beam Column border node, includes the following steps:
Two crossbeams 1 are respectively penetrated the reinforced hole 44 of two connecting seats 4 by step 1;
1 end of crossbeam and 31 lateral surface of column wing plate are welded and fixed by step 2;
The side plate 41 of two connecting seats 4 is bonded by fastener and is fixed towards 3 mobile connection seat 4 of cylinder by step 3, will Bottom plate 43 is fixed with 31 lateral surface of column wing plate;
Longeron 2 is penetrated the supported hole 42 of alignment by step 4, and 2 end of longeron is welded on 32 side of column web;
Two pieces of horizontal reinforcing plates 51 are bonded fixation by step 5 with the wing plate 11 of downside and bottom plate 43 respectively, vertical by three pieces Reinforcing plate 61 is bonded fixation with side plate 41, the vertical wing plate 21 of downside and column web 32 respectively, make 52 both sides of transverse bar plate respectively with cross 12 both sides of web are aligned, and vertical 62 both sides of gusset are aligned with 22 both sides of vertical web respectively.
The specific embodiments described herein are merely examples of the spirit of the present invention.The utility model institute Belonging to those skilled in the art can make various modifications or additions to the described embodiments or using similar Mode substitute, but without departing from the spirit of the present application or beyond the scope of the appended claims.
Although be used more herein crossbeam 1, wing plate 11, cross web 12, longeron 2, vertical wing plate 21, vertical web 22, Cylinder 3, column wing plate 31, column web 32, connecting seat 4, side plate 41, supported hole 42, bottom plate 43, reinforced hole 44, transverse reinforcement 5, cross The terms such as reinforcing plate 51, transverse bar plate 52, vertical reinforcer 6, vertical reinforcing plate 61, vertical gusset 62, but be not precluded and use other terms Possibility.The use of these terms is merely for the convenience of describing and explaining the nature of the invention;They are explained All it is contrary to the spirit of the present invention at any one of the additional limitations.

Claims (5)

1. a kind of steel I-beam Column border node, including be i-beam structure, and two lateral, longitudinal and vertically arranged respectively cross Beam (1), two longerons (2) and a cylinder (3), crossbeam (1) include two pieces of wing plates (11) being mutually parallel and are fixed on two Cross web (12) between block wing plate (11), longeron (2) cross section is identical as crossbeam (1) cross section, and includes two pieces of vertical wings Plate (21) and the vertical web (22) being fixed between two pieces of vertical wing plates (21), cylinder (3) include two blocks of column wing plates being mutually parallel (31) it is weldingly fixed on column wing plate (31) with the column web (32) that is fixed between two pieces of column wing plates (31), crossbeam (1) end, Two pieces of opposite lateral surfaces of column wing plate (31) are respectively fixed with a crossbeam (1), and two crossbeam (1) alignment settings, longeron (2) end Portion is weldingly fixed on column web (32), and column web (32) both sides are respectively fixed with the longeron (2) described in one, and two longerons (2) alignment setting, it is characterised in that:Further include the connecting seat (4) of two channel steel structures, connecting seat (4) include bottom plate (43) and Two pieces of side plates (41) on bottom plate (43) both sides are vertically connected on, two pieces of side plates (41) are mutually parallel, two pieces of a connecting seat (4) Two pieces of side plates (41) of side plate (41) and two 1 connecting seats (4) fit fixation, and two pieces of bottom plates (43) are arranged in parallel, And two connecting seats (4) surround to form tubular sleeve, casing is sleeved on the outside of cylinder (3), and two pieces of bottom plates (43) are bonded admittedly respectively It is scheduled on two pieces of column wing plate (31) lateral surfaces, the bottom plate (43) is equipped with I-shaped reinforced hole (44), and side plate is set on (41) Supported hole (42) alignment setting on the two pieces of side plates (41) for having I-shaped supported hole (42), and fitting, and two crossbeams (1) It is embedded on reinforced hole (44) respectively, two longerons (2) respectively penetrate and are supported on supported hole (42).
2. a kind of steel I-beam Column border node according to claim 1, it is characterised in that:Two pieces on one connecting seat (4) Side plate (41) lateral surface is bonded fixation with two pieces of side plate (41) medial surfaces on another connecting seat (4), and close to column web (32) side plate (41) medial surface both sides are against respectively on two pieces of column wing plate (31) sides.
3. a kind of steel I-beam Column border node according to claim 2, it is characterised in that:Further include transverse reinforcement (5), it is described Transverse reinforcement (5) include two pieces perpendicular to each other horizontal reinforcing plates (51) and one piece of transverse bar plate (52), and two pieces of horizontal reinforcing plates (51) fixation is bonded with the wing plate of downside (11) and bottom plate (43) respectively.
4. a kind of steel I-beam Column border node according to claim 3, it is characterised in that:Further include vertical reinforcer (6), it is described Vertical reinforcer (6) include surround the three pieces of vertical reinforcing plates (61) to form channel steel structure, and respectively with three pieces of vertical reinforcing plates (61) vertical gusset (62) connected vertically, and three pieces of vertical reinforcing plates (61) respectively with side plate (41), downside vertical wing plate (21) and Column web (32) fitting is fixed.
5. a kind of steel I-beam Column border node according to claim 4, it is characterised in that:Described transverse bar plate (52) both sides point It is not aligned with cross web (12) both sides, vertical gusset (62) both sides are aligned with vertical web (22) both sides respectively.
CN201820324120.0U 2018-03-09 2018-03-09 A kind of steel I-beam Column border node Expired - Fee Related CN208009643U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820324120.0U CN208009643U (en) 2018-03-09 2018-03-09 A kind of steel I-beam Column border node

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820324120.0U CN208009643U (en) 2018-03-09 2018-03-09 A kind of steel I-beam Column border node

Publications (1)

Publication Number Publication Date
CN208009643U true CN208009643U (en) 2018-10-26

Family

ID=63888500

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820324120.0U Expired - Fee Related CN208009643U (en) 2018-03-09 2018-03-09 A kind of steel I-beam Column border node

Country Status (1)

Country Link
CN (1) CN208009643U (en)

Similar Documents

Publication Publication Date Title
CN204252286U (en) A kind of rectangular steel-tube concrete column-steel beam connecting joint
CN103243818B (en) The connected node of a kind of concrete column and girder steel
CN204753817U (en) Steel structure beam column joint
CN207469451U (en) Connection node of assembled steel frame beam column
CN103132653A (en) Double-channel beam concrete combination column
CN107130734B (en) Corrugated plate dst Horizontal H-shaped structure beam and its construction method
CN203247717U (en) Connecting node of concrete column and steel beam
CN110042933A (en) A kind of mechanically connection aluminum alloy beams column node structure and assembling method
CN208009643U (en) A kind of steel I-beam Column border node
CN207863158U (en) A kind of Multi-function beam column node structure
CN207892024U (en) A kind of reinforcement type bean column node
CN108222260A (en) A kind of steel I-beam Column border node and its construction method
CN108755959A (en) A kind of reinforced square tube beam-to-column joint structure and its installation method
CN103061417B (en) Connection node of steel reinforced concrete composite beam and concrete-filled steel tubular column
CN205446926U (en) Novel bearing support in truss
CN108149793A (en) A kind of Multi-function beam column node structure and its installation method
CN207761054U (en) A kind of floor steel skeleton construction
CN205295915U (en) Wave form steel web nose girder
CN208009932U (en) A kind of beam-column joint reinforcing structure
CN208701911U (en) A kind of high-strength split bolt of band to drawing node
CN108396984A (en) A kind of beam-column joint reinforcing structure and its construction method
CN109610653B (en) Stable beam-column connecting structure and mounting method thereof
CN207553300U (en) A kind of steel structure node
CN205822473U (en) I-steel high intensity node structure
CN208121963U (en) A kind of reinforced I-steel beam column connection structure

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: 20181026