CN208056299U - A kind of reinforced bean column node in center - Google Patents

A kind of reinforced bean column node in center Download PDF

Info

Publication number
CN208056299U
CN208056299U CN201820305711.3U CN201820305711U CN208056299U CN 208056299 U CN208056299 U CN 208056299U CN 201820305711 U CN201820305711 U CN 201820305711U CN 208056299 U CN208056299 U CN 208056299U
Authority
CN
China
Prior art keywords
tube
pieces
wall
plate
fixed
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
CN201820305711.3U
Other languages
Chinese (zh)
Inventor
林远银
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 Yuanzhou Industrial Design Co Ltd
Original Assignee
Xinchang Yuanzhou Industrial 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 Yuanzhou Industrial Design Co Ltd filed Critical Xinchang Yuanzhou Industrial Design Co Ltd
Priority to CN201820305711.3U priority Critical patent/CN208056299U/en
Application granted granted Critical
Publication of CN208056299U publication Critical patent/CN208056299U/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 reinforced bean column node in center, belongs to field of steel structure.It solves the problems, such as that existing bean column node construction efficiency and intensity are low.The reinforced bean column node in this center includes cylinder and beam body, beam body includes wing plate and web, it further include node, node includes that four sections are managed, section pipe includes inner tubal wall, outer tube wall and retaining wall, outer tube wall surrounds to form outer tube, retaining wall surrounds formed inner tube, further include connecting tube and connection steel, connection ladle includes bottom plate and side plate, connecting tube with connect steel and connect to form connector, outer tube wall offers link slot, two connector outer ends form connecting pin, it further include front apron, connecting tube is closed to form grout compartment by front apron, beam body is connect with connecting pin, gusset plate is fixed in cylinder, it further include the grout pipe across gusset plate, cylinder is sleeved on outer tube, inner tube is socketed with grout pipe, concrete mortar has been poured in grout compartment.This bean column node intensity and construction efficiency are high.

Description

A kind of reinforced bean column node in center
Technical field
The utility model belongs to construction steel structure technical field, is related to a kind of reinforced bean column node in center.
Background technology
In the steel building largely used at present, it usually needs beam body is mounted on cylinder side, existing way one As directly beam body end by be connected steel plate connect with cylinder outer wall, not only need connection plurality of steel plates, lead to construction efficiency It is low, while steel plate and beam body and cylinder connecting portion stress are larger, and since beam body and cylinder are hollow-core construction so that node position The steel construction low strength set and be easy to be squeezed deformation, therefore formed, stability is poor, influences building safety, therefore have Necessity is improved.
Invention content
The purpose of this utility model is to be directed to the above-mentioned problems in the prior art, provides that a kind of to improve node strong Degree, and site operation efficiency can be improved, and the reinforced bean column node in the higher center of bonding strength.
The purpose of this utility model can be realized by following technical proposal:A kind of reinforced bean column node in center, including Vertically arranged square tube cylinder and four I-steel beam bodies being laterally arranged, beam body include two blocks of wing plates being mutually parallel and vertical The web being connected between two blocks of wing plates, it is characterised in that:Further include the node for connecting cylinder and beam body, node includes four The identical tubulose section pipe in root cross section, section pipe include that the outer tube wall that two pieces of sides are mutually connected vertically and two pieces are orthogonal interior Tube wall, respectively with two pieces of inner tubal wall side vertical connections, two pieces of inner tubal wall other sides are connected by retaining wall for two pieces of outer tube wall other sides It connects, described four section pipes are fitted and connected fixation respectively by inner tubal wall lateral surface, and totally eight pieces of outer tube walls close on four section pipes It encloses to form square tube type outer tube, totally four pieces of retaining walls surround to form square tube type inner tube on four section pipes, further include rectangular tubular connecting tube With slot steel structure connection steel, connection ladle includes bottom plate and is respectively perpendicular two blocks of side plates for being connected to bottom plate front both sides, the bottom plate back of the body Face paste conjunction is fixed on the tube wall of connecting tube side, and connecting tube up and down both sides tube wall lateral surfaces respectively with two pieces of side plate lateral surfaces pair Together, and a connecting tube connect steel with one and connects to form connector, and the outer tube wall is offered close to the side of inner tubal wall Square breach shape link slot, connector are threaded through in link slot, and vertical with corresponding outer tube wall, and the corresponding connection of connector The tube wall fitting of the pipe other side is fixed on inner tubal wall medial surface, and two connecting tube inner ends on the inside of a section pipe are mutually fixed And be structure as a whole, two connection steel inner ends on the inside of a section pipe are mutually fixed and are structure as a whole, and two neighboring company Fitting outer end forms connecting pin, and the tube wall of two connecting tube inner ends junction is bonded with retaining wall, and offers alignment connection Slurry hole is crossed, further includes being weldingly fixed on the front apron of connecting tube outer end, and connecting tube is closed to form grout compartment by front apron, institute Four beam bodies stated are connected with four connecting pins respectively, and web both sides are clamped in the connecting tube of two connectors with respect to one On side pipe wall, described two pieces of wing plate medial surfaces respectively with the tube wall of both sides up and down of connecting tube and connect steel two blocks of side plates be bonded Fixed, the cylinder at least has two sections, and is fixed with several gusset plates in one section of cylinder, further includes one and passes through several sections The grout pipe of contact plate, and epimere cylinder bottom end and hypomere cylinder top are respectively cooperating with and are sleeved on outer tube top and bottom end, and by tight Firmware is fixed, and the inner tube top and bottom end is respectively fitted over the grout pipe of the grout pipe bottom end and hypomere cylinder of epimere cylinder Top is simultaneously fixed by fastener, and by grout pipe towards having poured concrete mortar in grout compartment.
Node in this structure includes the section pipe of four pieces of interconnections, and the outer tube for saving formation on the outside of pipe can coordinate with cylinder It is fixed by socket, the inner tube formed on the inside of section pipe can coordinate with grout pipe to be socketed, and to facilitate later stage penetration concrete mortar, and is passed through Connecting tube and connection steel connect to form high intensity connector, therefore connector not only self-strength higher, and with a section Guan Lian Two connectors connect are structure as a whole so that adjacent two connectors bonding strength higher, and stretch out the connector shape of outer tube At high intensity connecting pin can coordinate fixation just with I-steel beam body, and two pieces of inner tube wall thickness being bonded to each other are just and abdomen Plate thickness is identical so that beam body can be stably connected on the outside of node, later towards formed by integrally casting concrete mortar in grout compartment, therefore High intensity node can be formed, and facilitates live rapid construction.
Further include the hollow pipe of four rectangular triangles in cross section in a kind of above-mentioned reinforced bean column node in center Shape reinforcing pipe, four reinforcing pipes are located at four section pipe top inner sides, and reinforcing pipe includes that two pieces of sides are mutually connected vertically The reinforcing tube wall that fixed tube wall and both sides are connect with two pieces of fixed tube wall other sides, two pieces of fixed tube walls respectively with two pieces of outer tube walls Fitting is fixed, fixed tube wall lower side and reinforce tube wall lower side be vertically against the side plate lateral surface of the corresponding top of connector with On the upside of connecting tube on tube wall.
Therefore it avoids influencing section pipe intensity after opening up link slot, while to forming stable support construction on the upside of connector.
In a kind of above-mentioned reinforced bean column node in center, further includes that four T shapes reinforce steel, reinforce steel for four and distinguish position Yu Sigen is saved on the inside of tube bottom end, and reinforcing ladle includes to be bonded with retaining wall and is fixed on fixed plate and adds with connected vertically in the middle part of fixed plate Solid plate, and securing plate upper side edge is vertically against on the downside of the side plate lateral surface and connecting tube of the corresponding lower section of connector on tube wall.
It can be to forming stable support construction on the downside of connector.
In a kind of above-mentioned reinforced bean column node in center, reinforces tube wall for described four pieces and put down respectively with four pieces of retaining walls Row, four pieces of securing plates are vertical with four pieces of retaining walls respectively.
Therefore stability higher.
In a kind of above-mentioned reinforced bean column node in center, the connection steel surrounds to form connection on link slot Hole further includes the rear baffle blocked on connecting hole, and front apron and rear baffle with bottom plate front by being bonded fixed linking Plate connects.
Therefore can make to keep enclosed construction on the inside of node.
In a kind of above-mentioned reinforced bean column node in center, the internal segment contact plate of the hypomere cylinder the top is withstood on outside The internal segment contact plate at tube bottom end, epimere cylinder bottom withstands on outer tube top.
Therefore facilitate live rapid construction.
In a kind of above-mentioned reinforced bean column node in center, the grout pipe is hollow steel pipe.
A kind of production method of the reinforced bean column node in center, it is characterised in that:Include the following steps:
Step 1, the outer tube wall at section tube top end open up square breach shape link slot close to the side of inner tubal wall;
Four section pipes are fitted and connected by inner tubal wall lateral surface and are fixed by fastener, make four by step 2 respectively Totally eight pieces of outer tube walls surround to form square tube type outer tube on section pipe, and totally four pieces of retaining walls surround to form square tube type inner tube on four section pipes;
The bottom plate back side for connecting steel is fixed on by fastener fitting on the tube wall of connecting tube side, makes connection by step 3 Both sides tube wall lateral surface is aligned with two pieces of side plate lateral surfaces pipe respectively up and down, so that a connecting tube is connect steel with one and is connected to be formed Connector, and orthogonal two connectors corresponding two connection steel inner end is mutually fixed and is structure as a whole, two connections Pipe inner end is mutually fixed and is structure as a whole;
Connector is threaded through in link slot by step 4, and the corresponding connecting tube other side tube wall fitting of connector is made to fix On inner tubal wall medial surface, the tube wall of two connecting tube inner ends junction is bonded with retaining wall, and made the alignment connection of slurry hole;
Step 5, by four reinforcing pipes be respectively placed in four section pipe top inner sides, make two pieces of fixed tube walls respectively with two pieces Outer tube wall is bonded by fastener and is fixed, and so that fixed tube wall lower side and reinforcing tube wall lower side is vertically against connector corresponding On the upside of the side plate lateral surface and connecting tube of top on tube wall;
Four reinforcing steel are respectively placed on the inside of four section tube bottom ends, fixed plate are bonded fixation with retaining wall, is made by step 6 Securing plate upper side edge is vertically against on the downside of the side plate lateral surface and connecting tube of the corresponding lower section of connector on tube wall.
Pass through the above method, you can making forms node.
A kind of construction method of the reinforced bean column node in center, it is characterised in that:Include the following steps:
Epimere cylinder bottom end and hypomere cylinder top are respectively cooperating with and are sleeved on outer tube top and bottom end, and passed through by step 1 Fastener is fixed, and the internal segment contact plate of hypomere cylinder the top is made to withstand on outer tube bottom end, the internal segment contact plate top of epimere cylinder bottom At outer tube top end, inner tube top and bottom end is made to be respectively fitted over the grout pipe bottom end of epimere cylinder and the grout pipe top of hypomere cylinder And it is fixed by fastener;
Four beam bodies are connected with four connecting pins, web both sides are made to be clamped in two connectors by step 2 respectively Connecting tube opposite side tube wall on, two pieces of wing plate medial surfaces respectively with the tube wall of both sides up and down of connecting tube and connect two pieces of steel Side plate fitting is fixed;
Engagement plate is bonded fixation with bottom plate front, front apron is weldingly fixed on connecting tube outer end, is kept off after making by step 3 Plate, which is blocked, to surround to be formed on connecting hole with link slot in connection steel;
Step 4, towards the grout pipe top penetration concrete mortar of the top, concrete mortar enters filling by crossing slurry hole Starch area.
Pass through the above method, you can quickly connect beam column using node.
Compared with prior art, the utility model has the following advantages that:
Node in this structure includes the section pipe of four pieces of interconnections, and the outer tube for saving formation on the outside of pipe can coordinate with cylinder It is fixed by socket, the inner tube formed on the inside of section pipe can coordinate with grout pipe to be socketed, and to facilitate later stage penetration concrete mortar, and is passed through Connecting tube and connection steel connect to form high intensity connector, therefore connector not only self-strength higher, and with a section Guan Lian Two connectors connect are structure as a whole so that adjacent two connectors bonding strength higher, and stretch out the connector shape of outer tube At high intensity connecting pin can coordinate fixation just with I-steel beam body, and two pieces of inner tube wall thickness being bonded to each other are just and abdomen Plate thickness is identical so that beam body can be stably connected on the outside of node, later towards formed by integrally casting concrete mortar in grout compartment, therefore High intensity node can be formed, and facilitates live rapid construction.
Description of the drawings
Fig. 1 is the lateral exploded sectional view of this node connecting structure;
Fig. 2 is the vertical exploded sectional view of this node connecting structure;
Fig. 3 and Fig. 4 is this node top and bottom perspective views respectively;
Fig. 5 is this node front sectional view.
In figure,
1, cylinder;11, gusset plate;12, grout pipe;
2, beam body;21, wing plate;22, web;
3, section pipe;31, outer tube wall;32, inner tubal wall;33, retaining wall;34, link slot;
4, connecting tube;41, slurry hole is crossed;42, grout compartment;
5, steel is connected;51, bottom plate;52, side plate;
6, front apron;61, rear baffle;62, engagement plate;
7, reinforcing pipe;71, fixed tube wall;72, tube wall is reinforced;
8, steel is reinforced;81, fixed plate;82, securing plate.
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. 1-5, the reinforced bean column node in a kind of center of the utility model, including vertically arranged square tube cylinder 1 Four I-steel beam bodies 2 being laterally arranged, beam body 2 include two blocks of wing plates 21 being mutually parallel and are vertically connected on two pieces of wings Web 22 between plate 21, further includes the node for connecting cylinder 1 and beam body 2, and node includes the identical pipe in four cross sections Shape section pipe 3, section pipe 3 include the outer tube wall 31 that is mutually connected vertically of two pieces of sides and two pieces of orthogonal inner tubal walls 32, two pieces Respectively with two pieces of 32 side vertical connections of inner tubal wall, two pieces of 32 other sides of inner tubal wall are connected 31 other side of outer tube wall by retaining wall 33 It connects, four section pipes 3 are fitted and connected fixation respectively by 32 lateral surface of inner tubal wall, and totally eight pieces of outer tube walls 31 close on four section pipes 3 It encloses to form square tube type outer tube, totally four pieces of retaining walls 33 surround to form square tube type inner tube on four section pipes 3, further include that rectangular tubular connects Take over 4 and slot steel structure connection steel 5, connection steel 5 include two pieces that bottom plate 51 and being respectively perpendicular is connected to the positive both sides of bottom plate 51 Side plate 52, the fitting of 51 back side of bottom plate are fixed on 4 side tube wall of connecting tube, and about 4 both sides tube wall lateral surface difference of connecting tube It is aligned with two pieces of 52 lateral surfaces of side plate, and a connecting tube 4 connect the connection of steel 5 with one and forms connector, outer tube wall 31 is close The side of inner tubal wall 32 offers square breach shape link slot 34, and connector is threaded through in link slot 34, and with corresponding outer tube Wall 31 is vertical, and corresponding 4 other side tube wall fitting of connecting tube of connector is fixed on 32 medial surface of inner tubal wall, and is located at one Two 4 inner ends of connecting tube of 3 inside of section pipe are mutually fixed and are structure as a whole, and are located in two connection steel 5 of 3 inside of section pipe End is mutually fixed and is structure as a whole, and two neighboring connector outer end forms connecting pin, and two 4 inner end junctions of connecting tube Tube wall is bonded with retaining wall 33, and offers the slurry hole 41 excessively of alignment connection, further includes the front for being weldingly fixed on 4 outer end of connecting tube Plate 6, and connecting tube 4 forms grout compartment 42 by the closing of front apron 6, four beam bodies 2 are connected with four connecting pins respectively, and 22 both sides of web are clamped on the 4 opposite side tube wall of connecting tube of two connectors, two pieces of 21 medial surfaces of wing plate respectively with connect Two blocks of side plates 52 fitting of the tube wall of both sides up and down and connection steel 5 of pipe 4 is fixed, and cylinder 1 at least has two sections, and one section of cylinder 1 Several gusset plates 11 are inside fixed with, further include a grout pipe 12 for passing through several gusset plates 11, and 1 bottom end of epimere cylinder is under 1 tops Duan Zhuti, which are respectively cooperating with, is sleeved on outer tube top and bottom end, and is fixed by fastener, and inner tube top and bottom end cover respectively It is fixed on 12 bottom end of grout pipe of epimere cylinder 1 and 12 top of grout pipe of hypomere cylinder 1 and by fastener, and passes through grouting Pipe 12 is towards having poured concrete mortar in grout compartment 42.
Further, further include the hollow tubular reinforcing pipe 7 of four rectangular triangles in cross section, four reinforcing pipes 7 divide Not Wei Yu four section 3 top inner sides of pipe, reinforcing pipe 7 includes the fixation tube wall 71 that is mutually connected vertically of two pieces of sides and both sides and two Block fixes the reinforcing tube wall 72 of 71 other side of tube wall connection, and two pieces of fixed tube walls 71 are bonded with two pieces of outer tube walls 31 solid respectively It is fixed, fixed 71 lower side of tube wall and reinforce 72 lower side of tube wall be vertically against 52 lateral surface of side plate of the corresponding top of connector with On 4 upside tube wall of connecting tube.Further include that four T shapes reinforce steel 8, reinforce steel 8 for four and be located on the inside of four 3 bottom ends of section pipe, Reinforce steel 8 include be bonded with retaining wall 33 be fixed on fixed plate 81 and with the middle part of fixed plate 81 securing plate 82 connected vertically, and plus 82 upper side edge of solid plate is vertically against on the 4 downside tube wall of 52 lateral surface of side plate and connecting tube of the corresponding lower section of connector.Four pieces add Gu tube wall 72 is parallel with four pieces of retaining walls 33 respectively, four pieces of securing plates 82 are vertical with four pieces of retaining walls 33 respectively.Connection steel 5 is connecting Surround to form connecting hole on slot 34, further include the rear baffle 61 blocked on connecting hole, and front apron 6 and rear baffle 61 by with 51 front of bottom plate is bonded fixed engagement plate 62 and connects.The internal segment contact plate 11 of 1 the top of hypomere cylinder withstands on outer tube bottom end, epimere The internal segment contact plate 11 of 1 bottom of cylinder withstands on outer tube top.Grout pipe 12 is hollow steel pipe.
Node in this structure includes the section pipe 3 of four pieces of interconnections, and the outer tube for saving 3 outside formation of pipe can be with cylinder 1 Cooperation is fixed by socket, and the inner tube that 3 inside of section pipe is formed can coordinate with grout pipe 12 to be socketed, to facilitate later stage penetration concrete sand Slurry, and high intensity connector is formed by connecting tube 4 and the connection connection of steel 5, therefore connector not only self-strength higher, and with Two connectors that a piece section pipe 3 connects are structure as a whole so that adjacent two connectors bonding strength higher, and stretch out outer tube Connector formed high intensity connecting pin can cooperation be fixed just with I-steel beam body 2, and two pieces of inner tubal walls being bonded to each other 32 thickness are just identical as 22 thickness of web so that beam body 2 can be stably connected on the outside of node, later towards one in grout compartment 42 Casting concrete mortar, therefore high intensity node can be formed, and facilitate live rapid construction.
A kind of production method of the reinforced bean column node in center, includes the following steps:
Step 1, the outer tube wall 31 on 3 top of section pipe open up square breach shape link slot 34 close to the side of inner tubal wall 32;
Four section pipes 3 are fitted and connected by 32 lateral surface of inner tubal wall and are fixed by fastener, make four by step 2 respectively Totally eight pieces of outer tube walls 31 surround to form square tube type outer tube on root section pipe 3, and totally four pieces of retaining walls 33 surround to form square tube on four section pipes 3 Shape inner tube;
51 back side of bottom plate for connecting steel 5 is fixed on by fastener fitting on 4 side tube wall of connecting tube, is made by step 3 About 4 both sides tube wall lateral surface of connecting tube is aligned with two pieces of 52 lateral surfaces of side plate respectively, and a connecting tube 4 is made to connect steel with one 5 connections form connector, and 5 inner end of the corresponding two connection steel of orthogonal two connectors is mutually fixed and is integrated knot Structure, two 4 inner ends of connecting tube are mutually fixed and are structure as a whole;
Connector is threaded through in link slot 34 by step 4, keeps corresponding 4 other side tube wall fitting of connecting tube of connector solid It is scheduled on 32 medial surface of inner tubal wall, the tube wall of two 4 inner end junctions of connecting tube is bonded with retaining wall 33, and made slurry hole 41 Alignment connection;
Step 5, by four reinforcing pipes 7 be respectively placed in four section 3 top inner sides of pipe, make two pieces of fixed tube walls 71 respectively with Two pieces of outer tube walls 31 are bonded by fastener and are fixed, and are made fixed 71 lower side of tube wall and are reinforced 72 lower side of the tube wall vertically company of being against On the 4 upside tube wall of 52 lateral surface of side plate and connecting tube of the corresponding top of fitting;
Four reinforcing steel 8 are respectively placed on the inside of four 3 bottom ends of section pipe, fixed plate 81 are bonded with retaining wall 33 by step 6 It is fixed, so that 82 upper side edge of securing plate is vertically against the 4 downside tube wall of 52 lateral surface of side plate and connecting tube of the corresponding lower section of connector On.
A kind of construction method of the reinforced bean column node in center, includes the following steps:
1 bottom end of epimere cylinder and 1 top of hypomere cylinder are respectively cooperating with and are sleeved on outer tube top and bottom end, and led to by step 1 It crosses fastener to fix, the internal segment contact plate 11 of 1 the top of hypomere cylinder is made to withstand on outer tube bottom end, the internal segment of 1 bottom of epimere cylinder Contact plate 11 withstands on outer tube top, and inner tube top and bottom end is made to be respectively fitted over 12 bottom end of grout pipe and the hypomere cylinder of epimere cylinder 1 1 12 top of grout pipe is simultaneously fixed by fastener;
Four beam bodies 2 are connected with four connecting pins, 22 both sides of web are made to be clamped in two companies by step 2 respectively On the 4 opposite side tube wall of connecting tube of fitting, two pieces of 21 medial surfaces of wing plate respectively with the tube wall of both sides up and down of connecting tube 4 and company Two blocks of side plates 52 fitting for connecing steel 5 is fixed;
Engagement plate 62 is bonded fixation with 51 front of bottom plate, front apron 6 is weldingly fixed on outside connecting tube 4 by step 3 End makes rear baffle 61 block and surrounds to be formed on connecting hole with link slot 34 in connection steel 5;
Step 4, towards the 12 top penetration concrete mortar of grout pipe of the top, concrete mortar by cross slurry hole 41 into Enter grout compartment 42.
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 cylinder 1, gusset plate 11, grout pipe 12, beam body 2, wing plate 21, web 22, section pipe is used more herein 3, outer tube wall 31, inner tubal wall 32, retaining wall 33, link slot 34, connecting tube 4, cross slurry hole 41, grout compartment 42, connection steel 5, bottom plate 51, Side plate 52, rear baffle 61, engagement plate 62, reinforcing pipe 7, fixed tube wall 71, reinforces tube wall 72, reinforces steel 8, is fixed front apron 6 The terms such as plate 81, securing plate 82, but it does not preclude the possibility of using other terms.The use of these items is only for more square Just the essence of the utility model is described and explained;It is construed as any one of the additional limitations all and is and the utility model What spirit was disagreed.

Claims (7)

1. a kind of reinforced bean column node in center, including vertically arranged square tube cylinder (1) and four I-steel being laterally arranged Beam body (2), beam body (2) include two pieces of wing plates (21) being mutually parallel and the web being vertically connected between two pieces of wing plates (21) (22), it is characterised in that:Further include the node for connecting cylinder (1) and beam body (2), node includes that four cross sections are identical Tubulose section pipe (3), section pipe (3) include the outer tube wall (31) and two pieces of orthogonal inner tubal walls that two pieces of sides are mutually connected vertically (32), respectively with two pieces of inner tubal wall (32) side vertical connections, two pieces of inner tubal walls (32) are another for two pieces of outer tube wall (31) other sides Side is connected by retaining wall (33), and described four section pipes (3) are fitted and connected fixation, and four respectively by inner tubal wall (32) lateral surface Totally eight pieces of outer tube walls (31) surround to form square tube type outer tube on root section pipe (3), and totally four pieces of retaining walls (33) are surrounded on four section pipes (3) Square tube type inner tube is formed, further includes rectangular tubular connecting tube (4) and slot steel structure connection steel (5), connection steel (5) includes bottom plate (51) and two pieces of side plates (52) for being connected to the positive both sides of bottom plate (51) are respectively perpendicular, the fitting of bottom plate (51) back side is fixed on connection It manages on the tube wall of (4) side, and tube wall lateral surface in both sides is aligned with two pieces of side plate (52) lateral surfaces connecting tube (4) respectively up and down, and A piece connecting tube (4) connect steel (5) connection with one and forms connector, the outer tube wall (31) close to inner tubal wall (32) one Side offers square breach shape link slot (34), and connector is threaded through in link slot (34), and is hung down with corresponding outer tube wall (31) Directly, and tube wall fitting in the corresponding connecting tube of connector (4) other side is fixed on inner tubal wall (32) medial surface, and positioned at a section Two connecting tube (4) inner ends on the inside of pipe (3) are mutually fixed and are structure as a whole, two connections being located on the inside of a section pipe (3) Steel (5) inner end is mutually fixed and is structure as a whole, and two neighboring connector outer end forms connecting pin, and in two connecting tubes (4) The tube wall of end junction is bonded with retaining wall (33), and offers mistake slurry hole (41) of alignment connection, further includes the company of being weldingly fixed on The front apron (6) of (4) outer end is taken over, and connecting tube (4) is closed by front apron (6) and forms grout compartment (42), described four Beam body (2) is connected with four connecting pins respectively, and web (22) both sides are clamped in the connecting tube (4) of two connectors relatively On the tube wall of side, described two pieces of wing plate (21) medial surfaces respectively with the tube wall of both sides up and down of connecting tube (4) and connect steel (5) Two pieces of side plate (52) fittings are fixed, and the cylinder (1) at least has two sections, and is fixed with several nodes in one section of cylinder (1) Plate (11) further includes a grout pipe (12) for passing through several gusset plates (11), and epimere cylinder (1) bottom end and hypomere cylinder (1) top, which is respectively cooperating with, is sleeved on outer tube top and bottom end, and is fixed by fastener, and the inner tube top and bottom end difference It is sleeved on grout pipe (12) bottom end of epimere cylinder (1) and grout pipe (12) top of hypomere cylinder (1) and is fixed by fastener, And concrete mortar is poured towards grout compartment (42) are interior by grout pipe (12).
2. the reinforced bean column node in a kind of center according to claim 1, it is characterised in that:Further include that four cross sections are in The hollow tubular reinforcing pipe (7) of right angled triangle, four reinforcing pipes (7) are located at four section pipe (3) top inner sides, reinforcing pipe (7) include that fixation tube wall (71) that two pieces of sides are mutually connected vertically and both sides are connect with two pieces of fixed tube wall (71) other sides Tube wall (72) is reinforced, two pieces of fixed tube walls (71) are bonded fixation, fixed tube wall (71) lower side with two pieces of outer tube walls (31) respectively It is vertically against side pipe on side plate (52) lateral surface and connecting tube (4) of the corresponding top of connector with tube wall (72) lower side is reinforced On wall.
3. the reinforced bean column node in a kind of center according to claim 2, it is characterised in that:Further include that four T shapes are reinforced Steel (8), four reinforcing steel (8) are located on the inside of four section pipe (3) bottom ends, and it includes being bonded with retaining wall (33) admittedly to reinforce steel (8) Be scheduled on fixed plate (81) and with securing plate (82) connected vertically in the middle part of fixed plate (81), and securing plate (82) upper side edge vertically supports On side plate (52) lateral surface and connecting tube (4) the downside tube wall of the corresponding lower section of connector.
4. the reinforced bean column node in a kind of center according to claim 3, it is characterised in that:Four pieces of reinforcing tube walls (72) parallel with four pieces retaining wall (33) respectively, four pieces of securing plates (82) are vertical with four pieces retaining wall (33) respectively.
5. the reinforced bean column node in a kind of center according to claim 4, it is characterised in that:The connection steel (5) exists Link slot surrounds to form connecting hole on (34), further includes the rear baffle (61) blocked on connecting hole, and front apron (6) and rear gear Plate (61) is connect by being bonded fixed engagement plate (62) with bottom plate (51) front.
6. the reinforced bean column node in a kind of center according to claim 5, it is characterised in that:The hypomere cylinder (1) The internal segment contact plate (11) of the top withstands on outer tube bottom end, and the internal segment contact plate (11) of epimere cylinder (1) bottom withstands on outer tube top.
7. the reinforced bean column node in a kind of center according to claim 6, it is characterised in that:The grout pipe (12) is Hollow steel pipe.
CN201820305711.3U 2018-03-06 2018-03-06 A kind of reinforced bean column node in center Expired - Fee Related CN208056299U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820305711.3U CN208056299U (en) 2018-03-06 2018-03-06 A kind of reinforced bean column node in center

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820305711.3U CN208056299U (en) 2018-03-06 2018-03-06 A kind of reinforced bean column node in center

Publications (1)

Publication Number Publication Date
CN208056299U true CN208056299U (en) 2018-11-06

Family

ID=63991289

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820305711.3U Expired - Fee Related CN208056299U (en) 2018-03-06 2018-03-06 A kind of reinforced bean column node in center

Country Status (1)

Country Link
CN (1) CN208056299U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108179812A (en) * 2018-03-06 2018-06-19 新昌县远轴工业设计有限公司 A kind of reinforced bean column node in center and its making and construction method
CN109736436A (en) * 2019-01-03 2019-05-10 台州航权机械科技有限公司 A kind of beam-to-column joint structure
CN109736435A (en) * 2019-01-03 2019-05-10 台州航权机械科技有限公司 A kind of square tube beam-column node structure and its construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108179812A (en) * 2018-03-06 2018-06-19 新昌县远轴工业设计有限公司 A kind of reinforced bean column node in center and its making and construction method
CN109736436A (en) * 2019-01-03 2019-05-10 台州航权机械科技有限公司 A kind of beam-to-column joint structure
CN109736435A (en) * 2019-01-03 2019-05-10 台州航权机械科技有限公司 A kind of square tube beam-column node structure and its construction method
CN109736436B (en) * 2019-01-03 2020-12-04 台州航权机械科技有限公司 Beam column connecting structure

Similar Documents

Publication Publication Date Title
CN208056299U (en) A kind of reinforced bean column node in center
CN208056300U (en) A kind of high intensity beam column connection structure
CN108179812A (en) A kind of reinforced bean column node in center and its making and construction method
CN107965049A (en) A kind of beam-to-column joint structure and its installation method
CN107620389A (en) A kind of beam-column connection and making and installation method
CN102094386A (en) PBL (perfobond leiste) shear connector stiffened steel pipe concrete arch
CN106481064B (en) Pulling-on piece pull rod common template and template system
CN108222256A (en) A kind of square tube bean column node and its construction method
CN109736436A (en) A kind of beam-to-column joint structure
CN108222258A (en) A kind of assembled beam-column connection structure and its making and construction method
CN108729545A (en) The connecting joint structure and construction method of circular steel tube concrete column and reinforced beam
CN108755960A (en) A kind of high intensity square tube beam-to-column joint structure and its installation method
CN108755959A (en) A kind of reinforced square tube beam-to-column joint structure and its installation method
CN207794303U (en) A kind of high strength beam Column border node
CN207863157U (en) A kind of reinforced beam-column node structure
CN109555259A (en) A kind of high-strength building block and preparation method thereof
CN107806178B (en) Node structure of multi-joint steel member
CN208009642U (en) A kind of square tube bean column node
CN207314381U (en) The vertical pivoting angle connecting joint structure of prefabricated sandwich wall and prefabricated sandwich wall
CN207525778U (en) The intermediate connecting node structure of prefabricated sandwich wall and prefabricated sandwich wall
CN211948905U (en) Assembly type building node connection structure
CN207211391U (en) A kind of beam-column connection
CN206986927U (en) A kind of non-contact attachment structure of the prefabricated piping lane of split-type
CN207211372U (en) Reinforced bean column node in one kind
CN207761105U (en) A kind of concrete block masonry structure with inner support

Legal Events

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

Granted publication date: 20181106

CF01 Termination of patent right due to non-payment of annual fee