CN207176940U - A kind of concrete filled steel tube pole steel beam assembled space nodes - Google Patents
A kind of concrete filled steel tube pole steel beam assembled space nodes Download PDFInfo
- Publication number
- CN207176940U CN207176940U CN201721091949.2U CN201721091949U CN207176940U CN 207176940 U CN207176940 U CN 207176940U CN 201721091949 U CN201721091949 U CN 201721091949U CN 207176940 U CN207176940 U CN 207176940U
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- plate
- outer steel
- main
- auxiliary
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Abstract
Concrete filled steel tube pole steel beam assembled space nodes belong to structural steelwork technical field, it is characterized in that, main cover plate, secondary floor, auxiliary coverplate, main shear plate, secondary shear plate and prepared screw-bolt hole are set in steel core concrete column, prepared screw-bolt hole on main girder steel, secondary girder steel, during on-site consolidation, main girder steel and secondary girder steel are all connected between steel core concrete column by bolts assemblies.The node allows component to be prefabricated in the factory and scene only carries out bolt consolidation service, can avoid adverse effect of the Site Welding defect to Seismic Behavior；The concrete filled steel tube pole steel beam space nodes situation for having beam to connect is can apply in two vertical direction；The bearing capacity of node is improved using concrete filled；The bearing capacity of node, rigidity and surrender pattern can be adjusted by adjustment bolt quantity and arrangement, bolt specification, main cover plate gauge lattice, auxiliary coverplate specification, improve the ductility and anti-seismic performance of node.
Description
Technical field
The utility model belongs to Structural Engineering long strands field, more particularly to a kind of steel pipe concrete column-steel beam
Assembled space nodes.
Background technology
With economic and society development, application of the steel core concrete column in multi-rise building is more and more extensive, but with
The requirement in construction to the duration is shorter and shorter, and to energy conservation and the requirement more and more higher of environmental protection, it is existing
The drawbacks of conventional steel concrete column-steel beam joint in technology, progressively shows.Due to conventional steel coagulation of the prior art
Earth pillar-steel beam joint is mainly installed using On-site Welding Technology, and installation rate is slow, Energy Consumption of Construction is high, it is difficult to realizes full assembling
Construction；And after conventional steel concrete column-steel beam joint top flange of the prior art and steel core concrete column outer wall plate weld
The transmission of edge of a wing pulling force is generally local by curved realization by the wallboard of outer steel pipe, it is impossible to makes full use of concrete filled to improve node and holds
Carry power；Simultaneously conventional steel concrete column-steel beam joint of the prior art anti-seismic performance by Site Welding quality influenceed compared with
Greatly.How steel core concrete column and steel in multi-rise building realized on the basis of using concrete filled guarantee ultimate bearing capacity of joints
Full assembled connection between beam, is a problem urgently to be resolved hurrily in Practical Project.
Therefore, it is empty to be badly in need of a kind of steel pipe concrete column-steel beam assembled that can overcome disadvantages mentioned above of the prior art
Intermediate node.
The content of the invention
The utility model aims to solve the problem that above-mentioned technical problem present in prior art.Therefore, the utility model proposes one
Kind steel pipe concrete column-steel beam assembled space nodes, the space nodes can be realized for ensureing section using concrete filled
Realize that the full assembled in multi-rise building between steel core concrete column and girder steel connects this problem on the basis of point bearing capacity.
The node can realize that component is prefabricated in the factory, job site only carries out bolts assemblies operation without site welding
Connect, realize full assembled connection between two vertical direction girder steels and steel core concrete column, and fill out coagulation in can making full use of
Soil improves ultimate bearing capacity of joints.
To achieve the above object, the utility model proposes two sets of steel pipe concrete column-steel beam assembled space nodes
Technical scheme.
The utility model proposes a sets of plan it is as follows.
A kind of steel pipe concrete column-steel beam assembled space nodes, it includes：Outer steel pipe, main cover plate, secondary floor, secondary lid
Plate, main shear plate, secondary shear plate；
Space with filling concrete filled inside the outer steel pipe, two in the principal direction of the outer steel pipe are right
Relevant position on face is answered to open up horizontal elongated slot, the main cover plate penetrates the outer steel pipe, the main cover by the horizontal elongated slot
With the outer steel pipe by being welded to connect；On two corresponding surfaces of the auxiliary direction vertical with the principal direction of the outer steel pipe
Longitudinal elongated slot is opened in relevant position, and the secondary floor penetrates the outer steel pipe by longitudinal elongated slot, the secondary floor with it is described
Outer steel pipe is by being welded to connect；The auxiliary coverplate, the auxiliary coverplate point are set on the auxiliary direction of the outside of the outer steel pipe
Not with the outer steel pipe and the secondary floor by being welded to connect；Described in being set in the principal direction of the outside of the outer steel pipe
Main shear plate, the main shear plate by bolt or are welded to connect with the outer steel pipe；In the outside of the outer steel pipe pair
Side sets up the secondary shear plate, and the secondary shear plate by bolt or is welded to connect with the outer steel pipe；The main cover plate,
Auxiliary coverplate, main shear plate and secondary shear plate relevant position prepared screw-bolt hole.
Preferably, the rectangular body of the outer steel pipe, there are four sides；The main cover plate is in the square that both ends are antiparallelogram
Shape platy structure；The secondary floor is in isosceles trapezoid beam texture；The rectangular platy structure of auxiliary coverplate；The main shear plate
Rectangular plate structure；The secondary shear plate rectangular plate structure.
Preferably, the main cover plate reserves concrete through hole on the position on the inside of the outer steel pipe.
Preferably, one or two main girder steels of connection can be not connected to or connected in the principal direction；The auxiliary direction
On can connect one or connection two secondary girder steels.
Preferably, when only auxiliary connection girder steel is not connected to main girder steel, can be not provided with the main cover plate or main shear plate
One or whole.
Preferably, main girder steel is in i-beam structure, and the main girder steel is made up of the girder edge of a wing with girder web plate；Secondary girder steel is in
I-beam structure, the secondary girder steel are made up of the auxiliary girder edge of a wing and auxiliary girder web；The girder edge of a wing, girder web plate, the auxiliary girder edge of a wing
With relevant position prepared screw-bolt hole on auxiliary girder web.
Preferably, during on-site consolidation, the girder edge of a wing and the main cover plate are bolted, by the girder abdomen
Plate is bolted with the main shear plate, the auxiliary girder edge of a wing is bolted with the auxiliary coverplate, by the pair
Web is bolted with the secondary shear plate, by the concrete through hole on the main cover plate to the outer steel pipe
Inside injection concrete filled.
The utility model proposes another sets of plan it is as follows.
A kind of steel pipe concrete column-steel beam assembled space nodes, it includes：Outer steel pipe, main cover plate, secondary floor, secondary lid
Plate, main shear plate, secondary shear plate, inner horizontal plate, interior stringer board；
Space with filling concrete filled inside the outer steel pipe, two in the outside principal direction of the outer steel pipe
The main cover plate is set on individual corresponding surface, and the main cover plate is with the outer steel pipe by being welded to connect；In the outer steel pipe
Side sets the inner horizontal plate with the main cover plate corresponding position, and the inner horizontal plate is with the outer steel pipe by being welded to connect；
The secondary floor, the pair are set on two corresponding surfaces on the auxiliary direction vertical with the principal direction of the outside of the outer steel pipe
Floor is by being welded to connect the outer steel pipe；Indulged in being set in the inner side of the outer steel pipe with the secondary floor corresponding position
Plate, the interior stringer board is with the outer steel pipe by being welded to connect；Auxiliary coverplate is being set on the auxiliary direction on the outside of the outer steel pipe,
The auxiliary coverplate is respectively with the outer steel pipe and the secondary floor by being welded to connect；In the outside of the outer steel pipe main side
Main shear plate is set up, the main shear plate by bolt or is welded to connect with the outer steel pipe；On the outside of the outer steel pipe
Secondary shear plate is set on the auxiliary direction, and the secondary shear plate by bolt or is welded to connect with the outer steel pipe；The main cover
Plate, auxiliary coverplate, main shear plate and secondary shear plate relevant position prepared screw-bolt hole.
Preferably, the rectangular body of the outer steel pipe, there are four sides；The main cover plate is in the tabular knot of antiparallelogram
Structure；The trapezoidal beam texture of secondary floor；The rectangular platy structure of auxiliary coverplate；The main shear plate rectangular plate
Structure；The secondary shear plate rectangular plate structure；The rectangular platy structure of inner horizontal plate；The interior stringer board is in cuboid
Beam texture.
Preferably, concrete through hole is reserved on the inner horizontal plate.
Preferably, one or two main girder steels of connection can be not connected to or connected in the principal direction；The auxiliary direction
On can connect one or connection two secondary girder steels.
Preferably, when only auxiliary connection girder steel is not connected to main girder steel, the main cover plate, main shear plate or interior horizontal stroke can be not provided with
One, two or whole in plate.
Preferably, main girder steel is in i-beam structure, and the main girder steel is made up of the girder edge of a wing with girder web plate；Secondary girder steel is in
I-beam structure, the secondary girder steel are made up of the auxiliary girder edge of a wing and auxiliary girder web；The girder edge of a wing, girder web plate, the auxiliary girder edge of a wing
With relevant position prepared screw-bolt hole on auxiliary girder web.
Preferably, during on-site consolidation, the girder edge of a wing and the main cover plate are bolted, by the girder abdomen
Plate is bolted with the main shear plate, the auxiliary girder edge of a wing is bolted with the auxiliary coverplate, by the pair
Web is bolted with the secondary shear plate, by the concrete through hole on the inner horizontal plate to the outer steel pipe
Inside injection concrete filled.
The steel pipe concrete column-steel beam assembled space nodes of the application have the beneficial effect that：
(1) beam, post component can be prefabricated in the factory, and scene only needs to carry out bolt splicing without welding, and is easy to quickly apply
Work, adverse effect of the Site Welding defect to Seismic Behavior can be avoided；
(2) the steel pipe concrete column-steel beam space nodes situation for having beam to connect is can apply in two vertical direction；
(3) by main cover plate (or main cover plate and inner horizontal plate) and secondary floor (or secondary floor and interior stringer board) by beam tension flange
Pulling force reach the wallboards of outer steel pipe both sides, improve ultimate bearing capacity of joints using concrete filled；
(4) can be saved by adjustment bolt quantity and arrangement, bolt specification, main cover plate gauge lattice, auxiliary coverplate specification to adjust
Bearing capacity, rigidity and the surrender pattern of point, improve the ductility and anti-seismic performance of node.
Brief description of the drawings
Fig. 1 is the schematic perspective view of the utility model steel pipe concrete column-steel beam assembled space nodes.
Fig. 2 is the top view of the utility model steel pipe concrete column-steel beam assembled space nodes.
Fig. 3 is the front view of the utility model steel pipe concrete column-steel beam assembled space nodes.
Fig. 4 is the 1-1 profiles of the utility model steel pipe concrete column-steel beam assembled space nodes.
Fig. 5 is the side view of the utility model steel pipe concrete column-steel beam assembled space nodes.
Fig. 6 is the 2-2 profiles of the utility model steel pipe concrete column-steel beam assembled space nodes.
Fig. 7 is the top view of the utility model steel pipe concrete column-steel beam assembled second of technical scheme of space nodes.
Embodiment
To make the purpose, technical scheme and advantage that the utility model is implemented clearer, below in conjunction with the utility model
Accompanying drawing in embodiment, the technical scheme in the embodiment of the utility model is further described in more detail.In the accompanying drawings, from beginning
Same or similar element is represented to same or similar label eventually or there is the element of same or like function.Described reality
It is the utility model part of the embodiment to apply example, rather than whole embodiments.Below with reference to the embodiment of accompanying drawing description
And the word of directionality is exemplary, it is intended to for explaining the utility model, and it is not intended that to the utility model
Limitation.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.Below in conjunction with the accompanying drawings to of the present utility model
Embodiment is described in detail.
In a broad embodiment of the present utility model, a kind of steel pipe concrete column-steel beam assembled space nodes, its
Including：Outer steel pipe, main cover plate, secondary floor, auxiliary coverplate, main shear plate, secondary shear plate；
Space with filling concrete filled inside the outer steel pipe, two in the principal direction of the outer steel pipe are right
Relevant position on face is answered to open up horizontal elongated slot, the main cover plate penetrates the outer steel pipe, the main cover by the horizontal elongated slot
With the outer steel pipe by being welded to connect；On two corresponding surfaces of the auxiliary direction vertical with the principal direction of the outer steel pipe
Longitudinal elongated slot is opened in relevant position, and the secondary floor penetrates the outer steel pipe by longitudinal elongated slot, the secondary floor with it is described
Outer steel pipe is by being welded to connect；The auxiliary coverplate, the auxiliary coverplate point are set on the auxiliary direction of the outside of the outer steel pipe
Not with the outer steel pipe and the secondary floor by being welded to connect；Described in being set in the principal direction of the outside of the outer steel pipe
Main shear plate, the main shear plate by bolt or are welded to connect with the outer steel pipe；In the outside of the outer steel pipe pair
Side sets up the secondary shear plate, and the secondary shear plate by bolt or is welded to connect with the outer steel pipe；The main cover plate,
Auxiliary coverplate, main shear plate and secondary shear plate relevant position prepared screw-bolt hole.
In another broad embodiment of the present utility model, a kind of steel pipe concrete column-steel beam assembled space nodes,
It includes：Outer steel pipe, main cover plate, secondary floor, auxiliary coverplate, main shear plate, secondary shear plate, inner horizontal plate, interior stringer board；
Space with filling concrete filled inside the outer steel pipe, two in the outside principal direction of the outer steel pipe
The main cover plate is set on individual corresponding surface, and the main cover plate is with the outer steel pipe by being welded to connect；In the outer steel pipe
Side sets the inner horizontal plate with the main cover plate corresponding position, and the inner horizontal plate is with the outer steel pipe by being welded to connect；
The secondary floor, the pair are set on two corresponding surfaces on the auxiliary direction vertical with the principal direction of the outside of the outer steel pipe
Floor is by being welded to connect the outer steel pipe；Indulged in being set in the inner side of the outer steel pipe with the secondary floor corresponding position
Plate, the interior stringer board is with the outer steel pipe by being welded to connect；Auxiliary coverplate is being set on the auxiliary direction on the outside of the outer steel pipe,
The auxiliary coverplate is respectively with the outer steel pipe and the secondary floor by being welded to connect；In the outside of the outer steel pipe main side
Main shear plate is set up, the main shear plate by bolt or is welded to connect with the outer steel pipe；On the outside of the outer steel pipe
Secondary shear plate is set on the auxiliary direction, and the secondary shear plate by bolt or is welded to connect with the outer steel pipe；The main cover
Plate, auxiliary coverplate, main shear plate and secondary shear plate relevant position prepared screw-bolt hole.
The space nodes can be realized for ensureing to realize high level more on the basis of ultimate bearing capacity of joints using concrete filled
Full assembled in building between steel core concrete column and girder steel connects this problem.The node can realize that component is pre- in factory
System, job site only carry out bolts assemblies operation without Site Welding, realize two vertical direction girder steels and concrete filled steel tube
Full assembled connection between post, and concrete filled can be made full use of to improve ultimate bearing capacity of joints
Below in conjunction with the accompanying drawings and the utility model concrete structure, the content of the course of work is further described in embodiment.
Embodiment 1 (referring to Fig. 1-Fig. 6)：The utility model is a kind of steel pipe concrete column-steel beam assembled space nodes.
Steel core concrete column includes outer steel pipe 11 and concrete filled 12.Horizontal elongated slot, main cover plate 13 are opened in the principal direction of outer steel pipe 11
Outer steel pipe 11 is run through by the horizontal elongated slot, and passes through solder design with outer steel pipe 11；In outer steel pipe 11 with the master
The vertical auxiliary direction in direction opens longitudinal elongated slot, and secondary floor 14 runs through outer steel pipe 11, and and outer steel pipe by longitudinal elongated slot
11 pass through solder design；Auxiliary coverplate 15, auxiliary coverplate 15 and outer steel pipe 11 and pair are set on the auxiliary direction of the outside of outer steel pipe 11
Floor 14 passes through solder design；Main shear plate 16, main shear plate 16 and outer steel are set in the principal direction of the outside of outer steel pipe 11
Pipe 11 passes through bolt or solder design；Secondary shear plate 17 is set on the auxiliary direction of the outside of outer steel pipe 11, secondary shear plate 17 with
Outer steel pipe 11 passes through bolt or solder design.Main cover plate 13, auxiliary coverplate 15, main shear plate 16, secondary shear plate 17 are pre- as needed
Stay bolt hole；Preferably, main cover plate 13 passes through hole in the reserved concrete in the inner side of outer steel pipe 11.
Main girder steel, it is made up of the girder edge of a wing 21 and girder web plate 22；Secondary girder steel, by the auxiliary girder edge of a wing 31 and auxiliary girder web 32
Composition.The girder edge of a wing 21, girder web plate 22, the auxiliary girder edge of a wing 31,32 prepared screw-bolt hole as needed of auxiliary girder web.On-site consolidation
When, the girder edge of a wing 21 and main cover plate 13 are bolted, girder web plate 22 and main shear plate 16 are bolted,
The auxiliary girder edge of a wing 31 and auxiliary coverplate 15 are bolted, auxiliary girder web 32 and secondary shear plate 17 are bolted.
One or two main girder steel can be connected according to actual demands of engineering, in the principal direction, can be connected on the auxiliary direction
Connect one or two secondary girder steel；Can only auxiliary connection girder steel, be not connected to main girder steel, can now be not provided with main cover plate 13 and main shear plate
Any one or all in 16.
Embodiment 2 (referring to Fig. 3, Fig. 5, Fig. 7)：The utility model is a kind of steel pipe concrete column-steel beam assembled space
Node.Steel core concrete column includes outer steel pipe 11 and concrete filled 12.In the outside principal direction of outer steel pipe 11, main cover plate 13 is set,
Main cover plate 13 passes through solder design with outer steel pipe 11；Inner horizontal plate 18 is set with the correspondence position of main cover plate 13 in the inner side of outer steel pipe 11,
Inner horizontal plate 18 passes through solder design with outer steel pipe 11；In the outside of outer steel pipe 11, the auxiliary direction vertical with the principal direction is set secondary
Floor 14, secondary floor 14 are connected by weld seam with outer steel pipe 11；In the inner side of outer steel pipe 11 with the setting of the secondary correspondence position of floor 14
Stringer board 19, interior stringer board 19 pass through solder design with outer steel pipe 11；Auxiliary coverplate 15 is set on the auxiliary direction of the outside of outer steel pipe 11,
Auxiliary coverplate 15 passes through solder design with outer steel pipe 11 and secondary floor 14；Main shearing is set in the principal direction of the outside of outer steel pipe 11
Plate 16, main shear plate 16 pass through bolt or solder design with outer steel pipe 11；Set on the auxiliary direction of the outside of outer steel pipe 11 secondary
Shear plate 17, secondary shear plate 17 pass through bolt or solder design with outer steel pipe 11.Main cover plate 13, auxiliary coverplate 15, main shear plate 16,
Secondary 17 prepared screw-bolt hole as needed of shear plate；Preferably, inner horizontal plate 18 reserves concrete and passes through hole.
Main girder steel, it is made up of the girder edge of a wing 21 and girder web plate 22；Secondary girder steel, by the auxiliary girder edge of a wing 31 and auxiliary girder web 32
Composition.The girder edge of a wing 21, girder web plate 22, the auxiliary girder edge of a wing 31,32 prepared screw-bolt hole as needed of auxiliary girder web.On-site consolidation
When, the girder edge of a wing 21 and main cover plate 13 are bolted, girder web plate 22 and main shear plate 16 are bolted,
The auxiliary girder edge of a wing 31 and auxiliary coverplate 15 are bolted, auxiliary girder web 32 and secondary shear plate 17 are bolted.
One or two main girder steel can be connected according to actual demands of engineering, in the principal direction, can be connected on the auxiliary direction
Connect one or two secondary girder steel；Can only auxiliary connection girder steel, be not connected to main girder steel, can now be not provided with main cover plate 13, main shear plate
16th, it is any several or whole in inner horizontal plate 18.
It is last it is to be noted that：Above example is only to illustrate the technical solution of the utility model, rather than it is limited
System.Although the utility model is described in detail with reference to the foregoing embodiments, one of ordinary skill in the art should manage
Solution：It can still be modified to the technical scheme described in foregoing embodiments, or which part technical characteristic is entered
Row equivalent substitution；And these modifications or replacement, the essence of appropriate technical solution is departed from various embodiments of the utility model
The spirit and scope of technical scheme.
Claims (9)
- A kind of 1. steel pipe concrete column-steel beam assembled space nodes, it is characterised in that including：Outer steel pipe, main cover plate, secondary rib Plate, auxiliary coverplate, main shear plate, secondary shear plate；There are the space of filling concrete filled, two corresponding surfaces in the principal direction of the outer steel pipe inside the outer steel pipe Upper relevant position opens up horizontal elongated slot, and the main cover plate penetrates the outer steel pipe, the main cover and institute by the horizontal elongated slot Outer steel pipe is stated by being welded to connect；It is corresponding on two corresponding surfaces of the auxiliary direction vertical to the principal direction of the outer steel pipe Longitudinal elongated slot is opened in position, and the secondary floor penetrates the outer steel pipe, the secondary floor and the outer steel by longitudinal elongated slot Pipe is by being welded to connect；The auxiliary coverplate is set on the auxiliary direction of the outside of the outer steel pipe, the auxiliary coverplate respectively with The outer steel pipe and the secondary floor are by being welded to connect；The master is set to cut in the principal direction of the outside of the outer steel pipe Cutting plate, the main shear plate by bolt or are welded to connect with the outer steel pipe；In the outside of the outer steel pipe auxiliary direction Upper to set the secondary shear plate, the secondary shear plate by bolt or is welded to connect with the outer steel pipe；The main cover plate, secondary lid Plate, main shear plate and secondary shear plate relevant position prepared screw-bolt hole.
- 2. steel pipe concrete column-steel beam assembled space nodes according to claim 1, it is characterised in that：The outer steel Rectangular body is managed, there are four sides；The main cover plate is in the rectangular plate-like structure that both ends are antiparallelogram；The secondary floor is in Isosceles trapezoid beam texture；The rectangular platy structure of auxiliary coverplate；The main shear plate rectangular plate structure；The pair Shear plate rectangular plate structure.
- 3. a kind of steel pipe concrete column-steel beam assembled space nodes, it includes：Outer steel pipe, main cover plate, secondary floor, auxiliary coverplate, Main shear plate, secondary shear plate, inner horizontal plate, interior stringer board；Space with filling concrete filled inside the outer steel pipe, two in the outside principal direction of the outer steel pipe are right Answer and the main cover plate is set on face, the main cover plate is with the outer steel pipe by being welded to connect；The inner side of the outer steel pipe with The main cover plate corresponding position sets the inner horizontal plate, and the inner horizontal plate is with the outer steel pipe by being welded to connect；Described The secondary floor, the secondary floor are set on two corresponding surfaces on the auxiliary direction vertical with the principal direction of the outside of outer steel pipe By being welded to connect the outer steel pipe；Stringer board in being set in the inner side of the outer steel pipe with the secondary floor corresponding position, institute Interior stringer board is stated with the outer steel pipe by being welded to connect；Auxiliary coverplate is being set on the auxiliary direction on the outside of the outer steel pipe, it is described Auxiliary coverplate is respectively with the outer steel pipe and the secondary floor by being welded to connect；In the principal direction of the outside of the outer steel pipe Main shear plate is set, and the main shear plate by bolt or is welded to connect with the outer steel pipe；It is described on the outside of the outer steel pipe Secondary shear plate is set on auxiliary direction, and the secondary shear plate by bolt or is welded to connect with the outer steel pipe；The main cover plate, pair Cover plate, main shear plate and secondary shear plate relevant position prepared screw-bolt hole.
- 4. steel pipe concrete column-steel beam assembled space nodes according to claim 3, it is characterised in that：The outer steel Rectangular body is managed, there are four sides；The main cover plate is in the platy structure of antiparallelogram；The trapezoidal beam-like knot of secondary floor Structure；The rectangular platy structure of auxiliary coverplate；The main shear plate rectangular plate structure；The secondary shear plate is rectangle Platy structure；The rectangular platy structure of inner horizontal plate；The interior stringer board is in cuboid beam texture.
- 5. the steel pipe concrete column-steel beam assembled space nodes according to one of claim 1 or 3, it is characterised in that：Institute One or two main girder steels of connection can be not connected to or connect by stating in principal direction；One or connection two can be connected on the auxiliary direction Secondary girder steel.
- 6. steel pipe concrete column-steel beam assembled space nodes according to claim 5, it is characterised in that：Only connecting When secondary girder steel is not connected to main girder steel, one or whole being not provided with the main cover plate or main shear plate.
- 7. steel pipe concrete column-steel beam assembled space nodes according to claim 5, it is characterised in that：Main girder steel is in I-beam structure, the main girder steel are made up of the girder edge of a wing with girder web plate；Secondary girder steel is in i-beam structure, the secondary girder steel by The auxiliary girder edge of a wing forms with auxiliary girder web；Relevant position is reserved on the girder edge of a wing, girder web plate, the auxiliary girder edge of a wing and auxiliary girder web Bolt hole.
- 8. steel pipe concrete column-steel beam assembled space nodes according to claim 7, it is characterised in that：The main cover Plate reserves concrete through hole on the position on the inside of the outer steel pipe or on inner horizontal plate.
- 9. steel pipe concrete column-steel beam assembled space nodes according to claim 8, it is characterised in that：On-site consolidation When, the girder edge of a wing and the main cover plate are bolted, the girder web plate and the main shear plate are passed through into spiral shell Tether and connect, the auxiliary girder edge of a wing is bolted with the auxiliary coverplate, the auxiliary girder web and the secondary shear plate are led to Bolt connection is crossed, is filled out by the concrete through hole on the main cover plate or on inner horizontal plate into injection inside the outer steel pipe Concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721091949.2U CN207176940U (en) | 2017-08-29 | 2017-08-29 | A kind of concrete filled steel tube pole steel beam assembled space nodes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721091949.2U CN207176940U (en) | 2017-08-29 | 2017-08-29 | A kind of concrete filled steel tube pole steel beam assembled space nodes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207176940U true CN207176940U (en) | 2018-04-03 |
Family
ID=61739444
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721091949.2U Active CN207176940U (en) | 2017-08-29 | 2017-08-29 | A kind of concrete filled steel tube pole steel beam assembled space nodes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207176940U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107327029A (en) * | 2017-08-29 | 2017-11-07 | 中国五洲工程设计集团有限公司 | A kind of concrete filled steel tube pole steel beam assembled space nodes |
| CN108612190A (en) * | 2018-05-24 | 2018-10-02 | 安徽中亚钢结构工程有限公司 | A kind of assembling type steel structure connection component |
| CN110468972A (en) * | 2019-09-02 | 2019-11-19 | 河北工业大学 | A kind of integral node fixed structure |
| CN114737670A (en) * | 2022-05-18 | 2022-07-12 | 陕西建工第六建设集团有限公司 | Bracket and steel concrete column assembled connecting node and mounting and dismounting method |
-
2017
- 2017-08-29 CN CN201721091949.2U patent/CN207176940U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107327029A (en) * | 2017-08-29 | 2017-11-07 | 中国五洲工程设计集团有限公司 | A kind of concrete filled steel tube pole steel beam assembled space nodes |
| CN107327029B (en) * | 2017-08-29 | 2023-11-03 | 中国五洲工程设计集团有限公司 | Steel pipe concrete column-girder steel assembled space node |
| CN108612190A (en) * | 2018-05-24 | 2018-10-02 | 安徽中亚钢结构工程有限公司 | A kind of assembling type steel structure connection component |
| CN110468972A (en) * | 2019-09-02 | 2019-11-19 | 河北工业大学 | A kind of integral node fixed structure |
| CN114737670A (en) * | 2022-05-18 | 2022-07-12 | 陕西建工第六建设集团有限公司 | Bracket and steel concrete column assembled connecting node and mounting and dismounting method |
| CN114737670B (en) * | 2022-05-18 | 2023-08-08 | 陕西建工第六建设集团有限公司 | Bracket and steel reinforced concrete column assembled type connecting node and mounting and dismounting method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207176940U (en) | A kind of concrete filled steel tube pole steel beam assembled space nodes | |
| CN204386002U (en) | A kind of precast assemble floor system | |
| CN104712089B (en) | Open the compound shear attachment structure of net | |
| CN106869315B (en) | Concrete-filled steel tubular frame and its construction method with presstressed reinforcing steel | |
| CN107460954A (en) | A kind of post-tensioned prestressing assembling concrete frame energy dissipation component system and construction method | |
| CN107503442A (en) | A kind of assembled connecting node of steel core concrete column and girder steel | |
| CN108797847A (en) | A kind of assembled steel frame wall filled with masonry structural system and its construction method | |
| CN105275092A (en) | Energy consumption type node for connecting section steel concrete beam and steel-plate-wrapped composite shear wall | |
| CN207211444U (en) | A kind of mounting clip pieces coordinated with groove and tognue type Light trabses | |
| CN106368348A (en) | Overlapped combined shear wall with double-phase stress characteristic | |
| CN207944590U (en) | A kind of assembled steel frame-prefabricated steel reinforced concrete shear wall structure system | |
| CN108867869A (en) | A kind of separate type bracket node structure and production method, Housing Structure System for beam column of steel structure connection | |
| CN107023082B (en) | H-shaped steel multi-ribbed steel hoop prefabricated combination beam and steel-concrete prefabricated wall connecting node | |
| CN206052969U (en) | A kind of connecting node of lower load-bearing parallel-moving type precast concrete exterior wall and girder steel | |
| CN108005259A (en) | A kind of steel plate combined shear wall splices node | |
| CN107724540A (en) | Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates | |
| CN208950057U (en) | One kind being used for the rigidly connected node structure of beam column of steel structure and Housing Structure System | |
| CN106760036A (en) | A kind of prefabricated steel combined concrete shear wall | |
| CN207525933U (en) | A kind of steel plate combined shear wall splices node | |
| CN107327029A (en) | A kind of concrete filled steel tube pole steel beam assembled space nodes | |
| CN108951862A (en) | One kind is for rolling girder steel and the rigidly connected node structure of steel column and production method, Housing Structure System | |
| CN103437493B (en) | Connecting node of prefabricated reinforced concrete beam and construction method of connecting node | |
| CN203462587U (en) | Penetration steel bar type joint of angle steel connection type rectangular concrete-filled steel tube column and steel beam | |
| CN207144181U (en) | The attachment structure of assembly concrete-filled steel tube post and girder steel | |
| CN209114604U (en) | One kind is for rolling girder steel and the rigidly connected node structure of steel column and Housing Structure System |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |