CN106193334A - Assembling type steel structure beam through mortise and tenon type node structure and assemble method - Google Patents
Assembling type steel structure beam through mortise and tenon type node structure and assemble method Download PDFInfo
- Publication number
- CN106193334A CN106193334A CN201610844108.8A CN201610844108A CN106193334A CN 106193334 A CN106193334 A CN 106193334A CN 201610844108 A CN201610844108 A CN 201610844108A CN 106193334 A CN106193334 A CN 106193334A
- Authority
- CN
- China
- Prior art keywords
- tenon
- female
- steel
- sub
- steel pipe
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B2001/5887—Connections for building structures in general of bar-shaped building elements using connectors with sockets
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to assembling type steel structure building field, be specially a kind of assembling type steel structure beam through mortise and tenon type node structure and assemble method, the node that the beam through mortise and tenon type node of production can be applied in building as assembling type steel structure.This structure includes: through female beam, female beam top flange, female lower flange of girder edge, female web, block Zi Liang, Zi Liang top flange, sub-lower flange of girder edge, sub-web, sub-beam connecting key, 1/4 Tenon steel pipe column, upper Tenon groove, lower Tenon groove, splicing separating plate, common girder steel, ordinary steel tubing string.Steel structure girder of the present invention through mortise and tenon type node structure and assemble method, it is achieved through female beam, the connection blocked between Zi Liang and four 1/4 Tenon steel pipe columns.This structure and assemble method, save space, and Path of Force Transfer is definitely reliable, constructs simple and convenient, meets actual engineering design, construction needs, and welding job amount is the least, environmental protection and energy saving, has better met the requirement of green building instantly.
Description
Technical field
The present invention relates to assembling type steel structure building field, be specially a kind of assembling type steel structure beam through mortise and tenon type node
Structure and assemble method, the node that the beam through mortise and tenon type node of production can be applied in building as assembling type steel structure.
Background technology
Assembled architecture has the advantages such as environmental protection, speed of application be fast, becomes one of important directions of future architecture development, dress
Join one of the important component part that formula steel construction is assembled architecture.In the past in assembling type steel structure, bean column node is mainly adopted
Connect with welding manner, rely on the power between weld seam transmission beam column.There is more shortcoming in this node, such as: welding quality requirement
High, construction is complicated, welding quality is big by artifical influence factor, residual stress around weld seam and weld seam is big, anti-seismic performance is welded
Seam impact is big, if beam does not run through post simultaneously, the reinforcing ring size of auxiliary node power transmission is big, if the through post of beam, pillar root needs
To weld with beam, the poor seismic behavior of node.It is proposed to this end that beam through mortise and tenon type node structure and assemble method.
Summary of the invention
The purpose of the present invention proposes a kind of assembling type steel structure beam through mortise and tenon type node structure and assemble method, this structure
And the connection that assemble method realizes through female beam, blocks between Zi Liang and four 1/4 Tenon steel pipe columns, meet Practical Project and set
Meter, construction need.
The technical scheme is that
A kind of assembling type steel structure beam through mortise and tenon type node structure, this structure includes: through female beam, female beam top flange,
Female lower flange of girder edge, female web, block Zi Liang, Zi Liang top flange, sub-lower flange of girder edge, sub-web, sub-beam connecting key, 1/4 tenon
Fourth of the twelve Earthly Branches steel pipe column, upper Tenon groove, lower Tenon groove, splicing separating plate, common girder steel, ordinary steel tubing string, concrete structure is as follows:
Through female beam is made up of female beam top flange, female lower flange of girder edge and female web, female beam top flange, female lower flange of girder fate
It is not positioned at the both sides up and down of female web；Blocking sub-beam is that two corresponding monomers are constituted, each monomer by Zi Liang top flange,
Sub-lower flange of girder edge, sub-web and connecting key composition, Zi Liang top flange, sub-lower flange of girder edge lay respectively at the upper and lower of sub-web
Both sides；Two monomer corresponding sections, sub-web extends outward connecting key respectively, and two connecting keys are relative, block Zi Liang
Coordinated by the both sides plug-in mounting of connecting key with through female beam；Common girder steel respectively with through female beam and block sub-beam outer beam-ends company
Connect；
Four 1/4 Tenon steel pipe column combinations constitute Tenon steel pipe column, in two sides of each 1/4 Tenon steel pipe column respectively
Tenon groove and lower Tenon groove are set；Through female beam and block the unilateral top flange of sub-beam and lower flange respectively with upper Tenon
Groove and lower Tenon groove plug-in mounting coordinate；The splicing separating plate setting up and down of Tenon steel pipe column, ordinary steel tubing string respectively with Tenon steel
The two ends up and down of tubing string are connected by splicing separating plate.
Described assembling type steel structure beam through mortise and tenon type node structure, the degree of depth of upper Tenon groove and lower Tenon groove is
Female beam top flange, female lower flange of girder edge, Zi Liang top flange and sub-lower flange of girder edge width cut the half after web thickness.
Described assembling type steel structure beam through mortise and tenon type node structure, the edge semi-circular recesses of splicing separating plate,
Circular hole is set in the middle of splicing separating plate, stretches into semi-circular recesses by welding rod, make splicing separating plate be welded in Tenon steel pipe column.
The assemble method of described assembling type steel structure beam through mortise and tenon type node structure, concrete assembling process is as follows:
(1) connecting key blocking sub-beam is inserted between the upper lower flange of through female beam, and the connecting key of sub-beam will be blocked
The both sides welding connected with through female beam, completing through female beam is the orthogonal assembling of cross with blocking sub-beam, forms first order group
Dress body；
(2) by upper Tenon groove and the lower Tenon groove of 1/4 Tenon steel pipe column, buckle into respectively and block sub-beam and through female beam
Top flange and lower flange, repeat said process, complete the assembling of four 1/4 Tenon steel pipe columns and first order assembly, formation
Second level assembly；
(3) splicing separating plate is put into four 1/4 Tenon steel pipe columns composition Tenon steel pipe column, welding rod is stretched into splicing every
Four semi-circular recesses spot welding of plate, are secured within Tenon steel pipe column by splicing separating plate, form third level assembly；
(4) common girder steel and ordinary steel tubing string are connected to third level assembly, common girder steel respectively with through mother
Beam connects with blocking the outer beam-ends of sub-beam, and ordinary steel tubing string is connected with the two ends up and down of Tenon steel pipe column respectively；
Repeat said process, complete the assembling of assembled steel frame structure.
The assemble method of described assembling type steel structure beam through mortise and tenon type node structure, step (1)-(3) are all in factory
Precast assembly completes.
The assemble method of described assembling type steel structure beam through mortise and tenon type node structure, step (4) has assembled at the scene
Become.
The assemble method of described assembling type steel structure beam through mortise and tenon type node structure, in step (3), along splicing separating plate
Thickness direction, the half of splicing separating plate is in Tenon steel pipe column, and second half of splicing separating plate is outside Tenon steel pipe column.
The assemble method of described assembling type steel structure beam through mortise and tenon type node structure, in step (4), ordinary steel tubing string
The part connected with splicing separating plate all does groove, uses filling weld seam, completes ordinary steel tubing string and the connection of Tenon steel pipe column；General
Lead to girder steel and through female beam and block the connection of the outer beam-ends of sub-beam, using traditional butt weld or bolt connection.
The steel structure girder through mortise and tenon type node structure of the present invention and assemble method, itself and the steel knot of former employing welding manner
Structure bean column node is compared, and has the characteristics that and beneficial effect:
1, this kind connects, and is provided without the reinforcing ring form of conventional node, but by through female beam with block the upper and lower of sub-beam
The edge of a wing and web are as the inner support at Steel Tube Joint, the most attractive in appearance in architectural i.e. saving space, and connecting structure is simple,
Install more convenient.
2, this kind connects, Tenon steel pipe column use longitudinally through, it is to avoid traditional steel pipe is in node cross-section horizontal
Welding between weld seam and steel beam web plate and the edge of a wing with steel pipe walls, the post jamb cripling that effectively prevent commissure is destroyed, and improves
The anti-seismic performance of node.
3, this kind connects, because not having reinforcing ring, so Path of Force Transfer is clearer and more definite at node, and vertical load produces
Beam-ends moment of flexure almost can offset, stress performance is more preferable.
4, this kind connects, and is provided with splicing separating plate at the two ends of Tenon post, and splicing separating plate stretches into connection therebetween
Place, makes Tenon steel pipe column be connected more reliable with ordinary steel tubing string.
5, the present invention forms each component of node, all can be prefabricated in the factory and machine, and site operation is mainly to be assembled into
Main, welding job amount is few.Therefore, difficulty of construction is little, speed is fast, less demanding to the technical merit of workmen, and constructs
Quality is easily guaranteed that.
Accompanying drawing explanation
Fig. 1 is the graphics of through female beam of the present invention.
Fig. 2 is the graphics that the present invention blocks sub-beam.
Fig. 3 is the graphics of the 1/4 Tenon steel pipe column of the present invention.
Fig. 4 is the floor map of welding diaphragm in steel pipe.
Fig. 5 is the profile in A-A direction in Fig. 4.
Fig. 6 is the through female beam of the present invention and the graphics blocked in sub-beam assembling process.
Fig. 7 is through female beam and the graphics blocking the cross girder steel that Zi Liang is completed.
Fig. 8 is 1/4 Tenon steel pipe column and the graphics in cross girder steel assembling process.
Fig. 9 is the graphics that 1/4 Tenon steel pipe column is completed with cross girder steel.
Figure 10 is splicing separating plate and the graphics in Tenon steel pipe column assembling process.
Figure 11 is that splicing separating plate is completed the graphics forming complete node with Tenon steel pipe column.
The frame structure graphics that Figure 12 is formed after engineering interior joint welds with common girder steel and erection of steel pipe column.
Figure 13 is the graphics of the present invention new-type connection node group frame.
In figure, the most through female beam；Mother's 1a. beam top flange；Mother's 1b. lower flange of girder edge；Mother's 1c. web；2. block Zi Liang；
2a. Zi Liang top flange；2b. lower flange of girder edge；2c. web；The most sub-beam connecting key；4.1/4 Tenon steel pipe column；5. go up Tenon
Groove；6. descend Tenon groove；7. splicing separating plate；8. common girder steel；9. ordinary steel tubing string；10. semi-circular recesses.
Detailed description of the invention
As shown in Fig. 1-Figure 13, the beam column mortise and tenon type node structure of assembling type steel structure of the present invention, specifically include that through mother
Beam 1, female beam top flange 1a, female lower flange of girder edge 1b, female web 1c, block sub-beam 2, Zi Liang top flange 2a, sub-lower flange of girder edge 2b,
Sub-web 2c, sub-beam connecting key 3,1/4 Tenon steel pipe column 4, upper Tenon groove 5, lower Tenon groove 6, splicing separating plate 7, common
Girder steel 8, ordinary steel tubing string 9 etc., concrete structure is as follows:
As it is shown in figure 1, through female beam 1 of the present invention is by female beam top flange 1a, female lower flange of girder edge 1b and female web 1c group
Becoming, female beam top flange 1a, female lower flange of girder edge 1b lay respectively at the both sides up and down of female web 1c.
As in figure 2 it is shown, the sub-beam 2 that blocks of the present invention is that two corresponding monomers are constituted, each monomer is by sub-beam upper limb
Edge 2a, sub-lower flange of girder edge 2b, sub-web 2c and connecting key 3 form, and Zi Liang top flange 2a, sub-lower flange of girder edge 2b lay respectively at
The both sides up and down of sub-web 2c；Two monomer corresponding sections, sub-web 2c extends outward connecting key 3 respectively, two
Connecting key 3 is relative.
Wherein, through female beam 1 and block top flange, lower flange and web equivalently-sized of sub-beam 2.Connecting key 3 is son
The sponson of web 2c, connecting key 3 coordinates with the both sides plug-in mounting of through female beam 1.At described cooperation, the chi of connecting key 3
The section list that very little (length and height) surrounds with female beam top flange 1a of through female beam 1, female lower flange of girder edge 1b and female web 1c
Side is equivalently-sized.
Constitute as it is shown on figure 3, the Tenon steel pipe column of the present invention is four 1/4 Tenon steel pipe columns 4, at each 1/4 Tenon steel
Two sides of tubing string 4 are respectively provided with Tenon groove 5 and lower Tenon groove 6.
Wherein, the unilateral edge of a wing (top flange and lower flange) of girder steel (through female beam 1 and block sub-beam 2) and groove (upper tenon
Fourth of the twelve Earthly Branches groove 5 and lower Tenon groove 6) plug-in mounting cooperation.At described cooperation, the shape of groove (upper Tenon groove 5 and lower Tenon groove 6)
The shape and size on shape and size and girder steel (through female beam 1 and the block sub-beam 2) edge of a wing, one side are identical, and depth of groove is edge of a wing width
Degree cuts the half after web thickness.
As shown in fig. 4-5, the splicing separating plate setting up and down 7 of Tenon steel pipe column of the present invention, the edge of splicing separating plate 7 opens half
Circular groove 10, welding rod can stretch into semi-circular recesses 10, is welded to by splicing separating plate 7 in 1/4 Tenon steel pipe column 4.Splice every
Arranging circular hole in the middle of plate 7, when this circular hole is for actual assembled, finger or instrument can insert into the inner, mobile fixing splicing separating plate 7.
As shown in Fig. 6-Figure 13, the assemble method of assembling type steel structure beam of the present invention through mortise and tenon type node structure, specifically
Assembling process is as follows:
As Figure 6-Figure 7, the connecting key 3 of sub-beam 2 will be blocked, insert the upper lower flange of through female beam 1 by precalculated position
Between, and the both sides welding that the connecting key 3 blocking sub-beam 2 is connected with through female beam 1, complete through female beam 1 and block sub-beam 2
The assembling orthogonal in cross, forms first order assembly.
As illustrated in figs. 8-9, by upper Tenon groove 5 and the lower Tenon groove 6 of 1/4 Tenon steel pipe column 4, buckle into respectively and block
Sub-beam 2 and the top flange of through female beam 1 and lower flange, repeat said process, complete four 1/4 Tenon steel pipe columns 4 and the first order
The assembling of assembly, forms second level assembly.
As shown in Figure 10-Figure 11, splicing separating plate 7 is put into the Tenon steel pipe column that four 1/4 Tenon steel pipe columns 4 form,
Along the thickness direction of splicing separating plate 7, the half of splicing separating plate 7 is in Tenon steel pipe column, and second half of splicing separating plate 7 is at Tenon steel
Outside tubing string.Welding rod is stretched into four semi-circular recesses 10 spot welding of splicing separating plate 7, splicing separating plate 7 is secured within Tenon steel pipe
Post, forms third level assembly.
The above section assembly that all can be prefabricated in the factory completes.
Need to be completed at the scene with lower part.
As shown in figure 12, respectively common girder steel 8 and ordinary steel tubing string 9 are connected to third level assembly, 8 points of common girder steel
Not with through mother's beam 1 and block the sub-outer beam-ends of beam 2 and be connected, ordinary steel tubing string 9 is connected with the two ends up and down of Tenon steel pipe column respectively.
Wherein, the part that ordinary steel tubing string 9 connects with splicing separating plate 7 all does groove, uses filling weld seam, completes ordinary steel
Tubing string 9 and the connection of Tenon steel pipe column；Common girder steel 8 and through female beam 1 and the connection blocking the sub-outer beam-ends of beam 2, can basis
Design needs, and uses traditional butt weld or bolt connection.
Such as Figure 13, repeat said process, complete the assembling of assembled steel frame structure.
Embodiment result shows, the assembling type steel structure beam through mortise and tenon type node structure of the present invention and assemble method: not
Use the reinforcing ring form of conventional node, but the upper and lower edge of a wing using through female beam and blocking sub-beam and web are as steel pipe joint
Inner support at Dian, the most attractive in appearance in architectural i.e. saving space, and connecting structure is simple, installs more convenient；Tenon steel pipe
Post uses longitudinally through, it is to avoid traditional steel pipe in node cross-section cross weld and steel beam web plate and the edge of a wing and steel pipe walls
Between welding, effectively prevent commissure post jamb cripling destroy, improve the anti-seismic performance of node；Because not strengthening
Ring, so Path of Force Transfer is clearer and more definite at node, and the beam-ends moment of flexure that vertical load produces almost can be offset, stress performance
More preferably；Being provided with splicing separating plate at the two ends of Tenon post, splicing separating plate stretches into junction therebetween, makes Tenon steel pipe column
It is connected more reliable with ordinary steel tubing string；Composition node each component, all can be prefabricated in the factory and machine, site operation mainly with
Being assembled into master, welding job amount is few.Therefore, difficulty of construction is little, speed is fast, less demanding to the technical merit of workmen, and
And construction quality is easily guaranteed that, and environmental protection and energy saving, better meet the requirement of green building instantly.
Claims (8)
1. an assembling type steel structure beam through mortise and tenon type node structure, it is characterised in that this structure includes: through female beam, mother
Beam top flange, female lower flange of girder edge, female web, block Zi Liang, Zi Liang top flange, sub-lower flange of girder edge, sub-web, sub-beam connect
Key, 1/4 Tenon steel pipe column, upper Tenon groove, lower Tenon groove, splicing separating plate, common girder steel, ordinary steel tubing string, concrete structure
As follows:
Through female beam is made up of female beam top flange, female lower flange of girder edge and female web, female beam top flange, female lower flange of girder edge position respectively
Both sides up and down in female web；Blocking sub-beam is that two corresponding monomers are constituted, and each monomer is by Zi Liang top flange, Zi Liang
Lower flange, sub-web and connecting key composition, Zi Liang top flange, sub-lower flange of girder edge lay respectively at up and down the two of sub-web
Side；Two monomer corresponding sections, sub-web extends outward connecting key respectively, and two connecting keys are relative, block Zi Liangtong
Cross connecting key to coordinate with the both sides plug-in mounting of through female beam；Common girder steel respectively with through female beam and block sub-beam beam-ends outward and be connected；
Four 1/4 Tenon steel pipe column combinations constitute Tenon steel pipe column, are respectively provided with in two sides of each 1/4 Tenon steel pipe column
Upper Tenon groove and lower Tenon groove；Through female beam and block the unilateral top flange of sub-beam and lower flange respectively with upper Tenon groove
Coordinate with lower Tenon groove plug-in mounting；The splicing separating plate setting up and down of Tenon steel pipe column, ordinary steel tubing string respectively with Tenon steel pipe column
Two ends up and down connected by splicing separating plate.
2. according to the assembling type steel structure beam through mortise and tenon type node structure described in claim 1, it is characterised in that upper Tenon is recessed
The degree of depth of groove and lower Tenon groove is that female beam top flange, female lower flange of girder edge, Zi Liang top flange and sub-lower flange of girder edge width cut abdomen
Half after plate thickness.
3. according to the assembling type steel structure beam through mortise and tenon type node structure described in claim 1, it is characterised in that splicing separating plate
Edge semi-circular recesses, circular hole is set in the middle of splicing separating plate, stretches into semi-circular recesses by welding rod, make splicing separating plate point
It is welded in Tenon steel pipe column.
4. an assemble method for the assembling type steel structure beam through mortise and tenon type node structure that one of claim 1-3 is described, its
Being characterised by, concrete assembling process is as follows:
(1) connecting key blocking sub-beam is inserted between the upper lower flange of through female beam, and the connecting key of sub-beam will be blocked and pass through
The both sides welding that logical female beam connects, completing through female beam is the orthogonal assembling of cross with blocking sub-beam, forms first order assembly；
(2) by upper Tenon groove and the lower Tenon groove of 1/4 Tenon steel pipe column, buckle into respectively and block the upper of sub-beam and through female beam
The edge of a wing and lower flange, repeat said process, completes the assembling of four 1/4 Tenon steel pipe columns and first order assembly, forms second
Level assembly；
(3) splicing separating plate is put into the Tenon steel pipe column of four 1/4 Tenon steel pipe column compositions, welding rod is stretched into splicing separating plate
Four semi-circular recesses spot welding, are secured within Tenon steel pipe column by splicing separating plate, form third level assembly；
(4) common girder steel and ordinary steel tubing string are connected to third level assembly, common girder steel respectively with through female beam and
Blocking the outer beam-ends of sub-beam to connect, ordinary steel tubing string is connected with the two ends up and down of Tenon steel pipe column respectively；
Repeat said process, complete the assembling of assembled steel frame structure.
5., according to the assemble method of the assembling type steel structure beam through mortise and tenon type node structure described in claim 4, its feature exists
The assembly that is all prefabricated in the factory in, step (1)-(3) completes.
6., according to the assemble method of the assembling type steel structure beam through mortise and tenon type node structure described in claim 4, its feature exists
In, step (4) is completed at the scene.
7., according to the assemble method of the assembling type steel structure beam through mortise and tenon type node structure described in claim 4, its feature exists
In, in step (3), along the thickness direction of splicing separating plate, the half of splicing separating plate in Tenon steel pipe column, another of splicing separating plate
Half outside Tenon steel pipe column.
8., according to the assemble method of the assembling type steel structure beam through mortise and tenon type node structure described in claim 4, its feature exists
In, in step (4), the part that ordinary steel tubing string connects with splicing separating plate all does groove, uses filling weld seam, completes common steel tube
Post and the connection of Tenon steel pipe column；Common girder steel and through female beam and the connection blocking sub-beam beam-ends outward, use traditional docking
Weld seam or bolt connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610844108.8A CN106193334B (en) | 2016-09-23 | 2016-09-23 | Assembling type steel structure beam penetrates through mortise and tenon type node structure and assemble method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610844108.8A CN106193334B (en) | 2016-09-23 | 2016-09-23 | Assembling type steel structure beam penetrates through mortise and tenon type node structure and assemble method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106193334A true CN106193334A (en) | 2016-12-07 |
| CN106193334B CN106193334B (en) | 2018-06-29 |
Family
ID=58067242
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610844108.8A Active CN106193334B (en) | 2016-09-23 | 2016-09-23 | Assembling type steel structure beam penetrates through mortise and tenon type node structure and assemble method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193334B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107435377A (en) * | 2017-07-04 | 2017-12-05 | 昆明理工大学 | Assembling type steel structure class reinforcing ring plate-type flange bean column node and its application method |
| CN108506296A (en) * | 2018-04-25 | 2018-09-07 | 香港新方舟科技有限公司 | One kind being based on cross section material framework joining method |
| CN108755936A (en) * | 2018-05-30 | 2018-11-06 | 长江大学 | The node joinery and its construction and method of square steel tube structure and girder with rolled steel section en cased in concrete |
| CN111364624A (en) * | 2020-04-14 | 2020-07-03 | 重庆渝建实业集团股份有限公司 | Novel steel-concrete combined beam column joint |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1038132A (en) * | 1988-09-28 | 1989-12-20 | 无锡锁厂 | The wide temperature high-speed oxidation technique of aluminum or aluminum alloy |
| US5396748A (en) * | 1994-03-24 | 1995-03-14 | Rogers; David J. | Joint construction for suspended ceiling system |
| CN1623023A (en) * | 2002-03-18 | 2005-06-01 | 罗伯特·J·西蒙斯 | Building frame structure |
| CN204343455U (en) * | 2014-11-20 | 2015-05-20 | 青岛致远海洋船舶重工有限公司 | A kind of novel plugging steel construction piece |
| CN204983169U (en) * | 2015-08-28 | 2016-01-20 | 洛阳美辰钢构工程有限公司 | Connected node of primary and secondary roof beam |
| CN206052983U (en) * | 2016-09-23 | 2017-03-29 | 沈阳建筑大学 | Assembling type steel structure beam insertion mortise and tenon type node structure |
-
2016
- 2016-09-23 CN CN201610844108.8A patent/CN106193334B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1038132A (en) * | 1988-09-28 | 1989-12-20 | 无锡锁厂 | The wide temperature high-speed oxidation technique of aluminum or aluminum alloy |
| US5396748A (en) * | 1994-03-24 | 1995-03-14 | Rogers; David J. | Joint construction for suspended ceiling system |
| CN1623023A (en) * | 2002-03-18 | 2005-06-01 | 罗伯特·J·西蒙斯 | Building frame structure |
| CN204343455U (en) * | 2014-11-20 | 2015-05-20 | 青岛致远海洋船舶重工有限公司 | A kind of novel plugging steel construction piece |
| CN204983169U (en) * | 2015-08-28 | 2016-01-20 | 洛阳美辰钢构工程有限公司 | Connected node of primary and secondary roof beam |
| CN206052983U (en) * | 2016-09-23 | 2017-03-29 | 沈阳建筑大学 | Assembling type steel structure beam insertion mortise and tenon type node structure |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107435377A (en) * | 2017-07-04 | 2017-12-05 | 昆明理工大学 | Assembling type steel structure class reinforcing ring plate-type flange bean column node and its application method |
| CN108506296A (en) * | 2018-04-25 | 2018-09-07 | 香港新方舟科技有限公司 | One kind being based on cross section material framework joining method |
| CN108755936A (en) * | 2018-05-30 | 2018-11-06 | 长江大学 | The node joinery and its construction and method of square steel tube structure and girder with rolled steel section en cased in concrete |
| CN111364624A (en) * | 2020-04-14 | 2020-07-03 | 重庆渝建实业集团股份有限公司 | Novel steel-concrete combined beam column joint |
| CN111364624B (en) * | 2020-04-14 | 2022-05-17 | 渝建实业集团股份有限公司 | Steel-concrete combined beam column joint |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106193334B (en) | 2018-06-29 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106193334A (en) | Assembling type steel structure beam through mortise and tenon type node structure and assemble method | |
| CN102995756B (en) | Concrete-filled rectangular steel tube column-box girder full-bolt connection node and construction method | |
| CN205617420U (en) | Building block formula panel reinforced earth retaining wall | |
| CN103161224A (en) | Rectangular concrete filled steel tubular column - steel beam connection node and construction methods thereof | |
| CN105040816A (en) | Prefabricated assembly type and hidden-support-equipped superposed plate type reinforced concrete core wall | |
| CN103276795B (en) | Steel-concrete slab-column structure system | |
| CN104847020A (en) | Limb type circular tube node transferring structure and manufacturing method thereof | |
| CN104963275A (en) | Steel composite PSC corrugated steel plate U girder | |
| CN102936924A (en) | Girder embedding ribbed through partition square concrete filled steel tube column-H-shaped girder combination nodes | |
| CN107023076A (en) | A kind of assembly concrete pole steel beam connecting node and preparation method thereof | |
| CN205046677U (en) | Assembled concrete frame nodal connection structure | |
| CN206052983U (en) | Assembling type steel structure beam insertion mortise and tenon type node structure | |
| CN103628572A (en) | Project beam-column joint for reverse building method | |
| CN105569184A (en) | One-way bolt connection node between rectangular steel pipe concrete column and H-type girders | |
| CN206941795U (en) | A kind of nodes domains post jamb for improving shearing strength is put more energy into formula bean column node | |
| CN105275087A (en) | A prefabricated assembled type concrete beam-column connecting structure | |
| CN105926774A (en) | End plate connection integral type combination frame beam and combination method thereof | |
| CN103628569B (en) | A kind of draw-in groove assembly concrete-filled steel tube post-steel beam connecting joint | |
| CN112853935A (en) | Bridge tower with spatial diagonal bracing arranged between tower limbs and construction method | |
| CN204753837U (en) | High steadiness girder steel | |
| CN204570446U (en) | The T-shaped simply supported beam of a kind of precast assembly | |
| CN207110052U (en) | The stair concatenation module of Box Modular Building | |
| CN215406560U (en) | Connection node of sectional type steel pipe confined concrete column and concrete beam | |
| CN214461158U (en) | Assembled post roof beam reinforced structure | |
| CN105604194A (en) | Through angle steel type square steel tube concrete column and H-shaped steel beam connection node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190213 Address after: 110021 Tenth and 15A Floors of Block A, East Ring International Building, 78 East Construction Road, Tiexi District, Shenyang City, Liaoning Province Patentee after: Shenyang Sanxin Industrial Co., Ltd. Address before: 110168 Hunnan New Road, Hunnan New District, Shenyang, Liaoning 9 Patentee before: Shenyang Building Univ. |
|
| TR01 | Transfer of patent right |