CN105863052A - Function-restorable assembly type beam column-column flange connection joint device - Google Patents
Function-restorable assembly type beam column-column flange connection joint device Download PDFInfo
- Publication number
- CN105863052A CN105863052A CN201610237862.5A CN201610237862A CN105863052A CN 105863052 A CN105863052 A CN 105863052A CN 201610237862 A CN201610237862 A CN 201610237862A CN 105863052 A CN105863052 A CN 105863052A
- Authority
- CN
- China
- Prior art keywords
- round steel
- tubing string
- plate
- flange
- column
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 109
- 239000010959 steel Substances 0.000 claims abstract description 109
- 238000010276 construction Methods 0.000 claims abstract description 14
- 239000011257 shell materials Substances 0.000 claims description 12
- 238000009434 installation Methods 0.000 claims description 6
- 230000001808 coupling Effects 0.000 claims description 4
- 238000010168 coupling process Methods 0.000 claims description 4
- 238000005859 coupling reactions Methods 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 3
- 230000003313 weakening Effects 0.000 abstract description 2
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 abstract 1
- 230000003014 reinforcing Effects 0.000 description 4
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 3
- 240000005158 Phaseolus vulgaris Species 0.000 description 3
- 238000005516 engineering processes Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 210000000988 Bone and Bones Anatomy 0.000 description 1
- 241000282472 Canis lupus familiaris Species 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010586 diagrams Methods 0.000 description 1
- 230000029087 digestion Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005755 formation reactions Methods 0.000 description 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 1
- 239000011514 iron Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 238000000034 methods Methods 0.000 description 1
- 239000000203 mixtures Substances 0.000 description 1
- 230000000414 obstructive Effects 0.000 description 1
- 230000001737 promoting Effects 0.000 description 1
- 239000003351 stiffeners Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000002699 waste materials Substances 0.000 description 1
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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
- E04H9/02—Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
Abstract
Description
Technical field
The present invention relates to a kind of assembled beam-column-post Flange joint node apparatus recovering function, belong to Structural Engineering technology Field.
Background technology
Since reform and opening-up, China achieves remarkable achievement in urban construction field, meanwhile, high energy consumption, High pollution, the extensive build model of inefficient tradition are the most universal, with novel urbanization, industrialization, informationization Demand for development far apart.Changing the mode of production of existing building industry, Development of Green Building is to lead economic development the most normal State and the grand strategy realizing sustainable development.Assembling type steel structure building has standardized designs, factorial praluction, dress The features such as joining construction, integration are fitted up, information system management, are the green buildings in life cycle management.Widely popularize dress Join formula steel building, it is possible to reduce building waste and building dust pollution, shorten construction duration, promote construction quality, Digestion iron and steel surplus production capacity, formation steel strategic reserves.
The installation and removal process of assembling type steel structure building can realize full assembled, if but the assembled beam-column joint chosen Point structure or design unreasonable, then the failure mode of assembled beam-column node and existing bolt-connected type bean column node can substantially phase With, i.e. overall destruction in generation area, after shake cannot quick-recovery function soon, this makes the shake that assembling type steel structure is built Rear reparation and reinforcing is as good as with conventional steel structural construction, it is impossible to the realization assembled of quick-recovery function " can soon ".If dress Rationally and design theory is perfect to join formula bean column node structure, then can be can by the destruction transfer being likely to occur on beam column component The local damage changing parts destroys, the advantage replacing office that only need to utilize after shake that assembling type steel structure can be rapidly assembled and disassembled Portion damages parts can recover the overall function that uses of structure, can after effective shock resistance promoting assembling type steel structure and shake Repair ability.
In Practical Project, the problem bringing the aspects such as transport and lifting owing to pillar is long, delay the construction period greatly, Development for assembled architecture brings obstruction.Meanwhile, pillar is as parts most important in antidetonation, and its shock resistance is direct Determine the overall anti-seismic performance of structure.To this end, patent of the present invention proposes a kind of assembled beam-column-post recovering function Flange joint node apparatus.
A kind of assembled beam-column-post Flange joint node apparatus recovering function that this patent proposes, is justified by band cantilever beam section Steel pipe column, lower round steel pipe shell of column, common beam section and attachment means composition.Band cantilever beam section round steel tubing string by upper round steel tubing string, Middle round steel tubing string, upper, annular dividing plate, lower annular dividing plate and cantilever beam section web are welded.Upper round steel tubing string, in Round steel tubing string welds with upper, annular dividing plate respectively；Middle round steel tubing string welds with lower annular dividing plate；Cantilever beam section web divides Do not weld with upper, annular dividing plate, middle round steel tubing string and lower annular dividing plate.Wherein, upper, annular dividing plate and lower annular Dividing plate all can be divided into three parts, respectively ring part, circular sliding slopes section part, edge of a wing section part.Ring part conduct The reinforcing section of nodes domains, circular sliding slopes section part as beam end haunch part, edge of a wing section part as with common beam section The coupling part on the edge of a wing.Upper round steel tubing string, middle round steel tubing string, lower round steel tubing string are referred to as round steel tubing string.Upper, annular every Plate, the interior ring size of lower annular dividing plate are respectively less than round steel tubing string internal ring size, and outer ring size is all higher than round steel tubing string outer shroud Size, and toroidal membrane thickness is more than common beam section edge of a wing thickness；Lower round steel pipe shell of column is welded with ring flange by lower round steel tubing string Connect and form.Wherein, the internal-and external diameter of ring flange is identical with the internal-and external diameter of lower annular dividing plate, and thickness can be different；Common beam section For flat web I-beam section；Attachment means includes top flange connecting plate, lower flange connecting plate, web connecting plate and high-strength spiral shell Bolt group.
Summary of the invention
The present invention proposes a kind of assembled beam-column-post Flange joint node apparatus recovering function, its object is to overcome The defect of prior art, meets the every mechanical property of node, improves the rigidity of structural system, stability and bearing capacity, reality Existing bean column node is rigidly connected, and improves the assembling degree of structure, the assembled speed of lifting member, fully adapts to the most high-rise The requirement of assembling type steel structure system and feature.
Technical scheme is as follows:
A kind of assembled beam-column-post Flange joint node apparatus recovering function, is formed by with lower component: band cantilever beam section Round steel tubing string, lower round steel pipe shell of column, common beam section and attachment means.
Band cantilever beam section round steel tubing string by upper round steel tubing string, middle round steel tubing string, upper, annular dividing plate, lower annular dividing plate and Cantilever beam section web is welded.Upper round steel tubing string, middle round steel tubing string weld with upper, annular dividing plate respectively；Middle round steel pipe Post welds with lower annular dividing plate；Cantilever beam section web respectively with upper, annular dividing plate, middle round steel tubing string and lower annular every Plate welds.Wherein, upper, annular dividing plate and lower annular dividing plate all can be divided into three parts, respectively ring part, circular arc Linkage section part, edge of a wing section part.Ring part is as the reinforcing section of nodes domains, and circular sliding slopes section part is as beam-ends Portion's haunch part, edge of a wing section part is as the coupling part with the common beam section edge of a wing.Upper round steel tubing string, middle round steel tubing string, Lower round steel tubing string is referred to as round steel tubing string.Upper, annular dividing plate, the interior ring size of lower annular dividing plate are respectively less than round steel tubing string Interior ring size, outer ring size is all higher than round steel tubing string outer shroud size, and toroidal membrane thickness is more than common beam section edge of a wing thickness.
Lower round steel pipe shell of column is welded with ring flange by lower round steel tubing string.Wherein, the internal-and external diameter of ring flange and lower annular The internal-and external diameter of dividing plate is identical, and thickness can be different.
Common beam section is flat web I-beam section.
Attachment means includes top flange connecting plate, lower flange connecting plate, web connecting plate and high-strength bolt.Wherein, band is outstanding The lower annular dividing plate of arm beam section round steel tubing string and the ring flange in lower round steel pipe shell of column, by the high-strength bolt being circular layout Group connects.Top flange connecting plate and upper, annular dividing plate, common beam section top flange；Lower flange connecting plate and lower annular every Plate, common beam section lower flange；All by single or many between web connecting plate and cantilever beam section web, common beam section web Row's Bolt connects；
Attachment means, when construction and installation, first passes through the 1st Bolt being circular layout by lower round steel pipe shell of column and band cantilever beam Duan Yuangang tubing string connects, then by lower flange connecting plate by the 4th Bolt and the lower loop of band cantilever beam section round steel tubing string Shape dividing plate connects, and common beam section is placed on the connecting plate of overhanging lower flange, then is connected lower flange by the 5th Bolt Plate is fixed with common beam section lower flange, last top flange connecting plate by the 2nd Bolt, the 3rd Bolt respectively with top Toroidal membrane, common beam section top flange connect, and cantilever beam section web and common beam section web are by the 6th Bolt and web Connecting plate is attached；
Middle round steel tubing string therein can be set to variable cross-section round steel tubing string by band cantilever beam section round steel tubing string as required；
Edge of a wing connecting plate in toroidal membrane part, common beam section flange portions, attachment means all can be arranged as required to Canis familiaris L. Bone cuts hollow in round steel pipe column jecket, or casting concrete.
The advantage of this patent is mainly manifested in the following aspects:
1, component processing all completes in factory, and its precision and quality are easier to control.The connection of component is then existing by construction Field high-strength bolt connects realization, it is easy to accomplish quick assembling.
2, the installation method of bridging type reduces hoisting difficulty, accelerates construction speed, and assembling part step structure makes general Logical beam section is engaged with cantilever beam section after being in place, it is easy to on-site consolidation positions.
3, using the connected mode of single cover plate due to the edge of a wing, cantilever beam section edge of a wing thickness can be different from common beam section edge of a wing thickness, By thickening cantilever beam section edge of a wing thickness, beam-ends can be realized and strengthen, reach the purpose of beam-ends plastic hinge, and without Take to add the beam-ends strengthening measures such as cover plate, ribbed stiffener and side plate, reduce difficulty of construction, it is to avoid a plurality of weld seam causes Complicated stress field.
4, by rational parameter designing, it is achieved bolt frictional slip and connecting plate, the dual power consumption of bolt plastic deformation. Controlling owing to using to destroy so that plastic failure occurs in splice region, remainder keeps elastic substantially.Only need to replace after shake Change connecting plate and can recover the use function of agent structure, for joint form can be repaired after shake, both protect the security of the lives and property There is good economic benefit simultaneously.
5, according to specific needs, can connect on the edge of a wing in toroidal membrane part, common beam section flange portions, attachment means Plate all can be arranged as required to Os Canitis and weaken district, so that node has good ductility, more preferable earthquake energy.
6, pillar uses splicing to connect, and shortens pillar length, reduces transport and the difficulty of lifting, is advantageously implemented fast Quick-mounting is joined.
Accompanying drawing explanation
The graphics of a kind of assembled beam-column-post Flange joint node apparatus recovering function of Fig. 1；
The left view of a kind of assembled beam-column-post Flange joint node apparatus recovering function of Fig. 2；
The front view of a kind of assembled beam-column-post Flange joint node apparatus recovering function of Fig. 3；
The top view of a kind of assembled beam-column-post Flange joint node apparatus recovering function of Fig. 4；
The three-dimensional exploded schematic diagram of a kind of assembled beam-column-post Flange joint node apparatus recovering function of Fig. 5；
The three-dimensional scheme of installation of a kind of assembled beam-column-post Flange joint node apparatus recovering function of Fig. 6；
A kind of column with variable cross-sections of Fig. 7 can recover the graphics of the assembled beam-column-post Flange joint node apparatus of function；
The graphics of assembled beam-column-post Flange joint node apparatus that Fig. 8 a kind of cantilever beam section band Os Canitis weakens；
The graphics of the assembled beam-column of the function recovered of Fig. 9 a kind of cover plate weakening type-post Flange joint node apparatus；
The graphics of assembled beam-column-post Flange joint node apparatus that a kind of common beam section band Os Canitis of Figure 10 weakens.
Detailed description of the invention
Below in conjunction with the accompanying drawings 1～10, describe the embodiment of this patent in detail.
As it can be seen, a kind of assembled beam-column-post Flange joint node apparatus recovering function includes with lower component:
Round steel tubing string on 1；
Round steel tubing string in 2；
3 times round steel tubing strings；
4 upper, annular dividing plates；
5 lower annular dividing plates；
6 ring flanges；
7 cantilever beam section webs；
8 common beam section；
9 top flange connecting plates；
10 lower flange connecting plates；
11 web connecting plates；
12 the 1st Bolts；
13 the 2nd Bolts；
14 the 3rd Bolts；
15 the 4th Bolts；
16 the 5th Bolts；
17 the 6th Bolts；
18 Os Canitis weaken district.
The concrete connected mode of node of the present invention is illustrated below in conjunction with accompanying drawing.
As shown in Fig. 1,2,3,4,5, band cantilever beam section round steel tubing string by upper round steel tubing string 1, middle round steel tubing string 2, on Portion's toroidal membrane 4, lower annular dividing plate 5 and cantilever beam section web 7 are welded.Upper round steel tubing string 1, middle round steel tubing string 2 weld with upper, annular dividing plate 4 respectively；Middle round steel tubing string 2 welds with lower annular dividing plate 5；Cantilever beam section web 7 points Do not weld with upper, annular dividing plate 4, middle round steel tubing string 2 and lower annular dividing plate 5.Wherein, upper, annular dividing plate 4 with under Portion's toroidal membrane 5 all can be divided into three parts, respectively ring part, circular sliding slopes section part, edge of a wing section part.Annulus Part as the reinforcing section of nodes domains, circular sliding slopes section part as beam end haunch part, edge of a wing section part as with The coupling part on the common beam section edge of a wing.Upper round steel tubing string 1, middle round steel tubing string 2, lower round steel tubing string 3 are referred to as round steel tubing string. Upper, annular dividing plate 4, the interior ring size of lower annular dividing plate 5 are respectively less than round steel tubing string internal ring size, and outer ring size is all higher than Round steel tubing string outer shroud size, and toroidal membrane thickness is more than common beam section edge of a wing thickness；
As shown in Figure 1, 2, 3, lower round steel pipe shell of column is welded with ring flange 6 by lower round steel tubing string 3.Wherein, method The internal-and external diameter of blue dish 6 is identical with the internal-and external diameter of lower annular dividing plate 5, and thickness can be different；
As shown in Fig. 1,2,3,4,5, attachment means includes top flange connecting plate 9, lower flange connecting plate 10, web Connecting plate 11 and high-strength bolt.Wherein, the lower annular dividing plate 5 of band cantilever beam section round steel tubing string with in lower round steel pipe shell of column Ring flange 6, connected by the high-strength bolt that is circular layout.Top flange connecting plate 9 and upper, annular dividing plate 4, common Beam section 8 top flange；Lower flange connecting plate 10 and lower annular dividing plate 5, common beam section 8 lower flange；Web connecting plate 11 And all connected by single row or multiple rows Bolt between cantilever beam section web 7, common beam section 8 web；
As shown in Figure 6, attachment means, when construction and installation, first passes through the 1st Bolt being circular layout by lower round steel tubing string Section is connected with band cantilever beam section round steel tubing string, then by lower flange connecting plate 10 by the 4th Bolt and band cantilever beam section circle The lower annular dividing plate 5 of steel pipe column connects, and common beam section 8 is placed on overhanging lower flange connecting plate 10, then by the Lower flange connecting plate 10 is fixed by 5 Bolts with common beam section 8 lower flange, and last top flange connecting plate 9 is by the 2nd spiral shell Bolt group, the 3rd Bolt are connected with upper, annular dividing plate 4, common beam section 8 top flange respectively, and cantilever beam section web 7 is with general Logical beam section 8 web is attached by the 6th Bolt and web connecting plate 11；
As it is shown in fig. 7, middle round steel tubing string therein can be set to variable cross-section circle by band cantilever beam section round steel tubing string as required Steel pipe column；
As shown in Figure 8,9, 10, the edge of a wing in toroidal membrane part, common beam section 8 flange portions, attachment means connects Plate all can be arranged as required to Os Canitis and cut district 18, and Os Canitis weakens the size in district 18 and designs according to practical situation；
As shown in Figure 1, 2, 3, hollow in round steel pipe column jecket, or casting concrete.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610237862.5A CN105863052B (en) | 2016-04-17 | 2016-04-17 | A kind of assembled beam-column post flange connection node device for recovering function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610237862.5A CN105863052B (en) | 2016-04-17 | 2016-04-17 | A kind of assembled beam-column post flange connection node device for recovering function |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105863052A true CN105863052A (en) | 2016-08-17 |
| CN105863052B CN105863052B (en) | 2018-01-12 |
Family
ID=56633320
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610237862.5A CN105863052B (en) | 2016-04-17 | 2016-04-17 | A kind of assembled beam-column post flange connection node device for recovering function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105863052B (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121041A (en) * | 2016-08-25 | 2016-11-16 | 中冶建筑研究总院有限公司 | A kind of steel column one-way bolt plug-in type splicing node and installation method |
| CN106121057A (en) * | 2016-08-25 | 2016-11-16 | 中冶建筑研究总院有限公司 | A kind of steel column web-type splicing node and installation method |
| CN106121043A (en) * | 2016-08-25 | 2016-11-16 | 中冶建筑研究总院有限公司 | A kind of two-tube coupled column with energy-dissipating and shock-absorbing effect and construction method |
| CN106121056A (en) * | 2016-08-23 | 2016-11-16 | 华南理工大学 | Thin-wall steel tube regenerative mixed column and the bilayer narrow ring flat-plate FRP node of girder steel |
| CN106121042A (en) * | 2016-08-25 | 2016-11-16 | 中冶建筑研究总院有限公司 | A kind of steel column flange form splicing node and installation method |
| CN106522366A (en) * | 2016-11-30 | 2017-03-22 | 中国二十二冶集团有限公司 | Connection structure for steel column and steel beam |
| CN106988418A (en) * | 2017-02-27 | 2017-07-28 | 国住人居工程顾问有限公司 | A kind of assembling type steel structure beam-column node structure and assembly method |
| CN107447861A (en) * | 2017-09-09 | 2017-12-08 | 北京工业大学 | A kind of assembling type steel structure square tube post beam column node connection device with diagonal brace |
| CN110528705A (en) * | 2019-09-10 | 2019-12-03 | 兰州理工大学 | A kind of replaceable plasticity hinged joint in honeycomb fashion girder steel end |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499056A (en) * | 2016-11-30 | 2017-03-15 | 中国二十二冶集团有限公司 | The steel column structure of assembling type steel structure house |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1242458A (en) * | 1999-05-06 | 2000-01-26 | 华南理工大学 | Steel pipe high strength concrete column reinforcing joint, and method for mfg. same |
| JP2003082763A (en) * | 2001-09-13 | 2003-03-19 | Nkk Corp | Column-beam joint structure and design method thereof |
| CN103290928A (en) * | 2012-03-02 | 2013-09-11 | 青岛理工大学 | Steel structure beam column assembly type rigid joint |
| CN103343575A (en) * | 2013-06-25 | 2013-10-09 | 同济大学 | Rectangular steel pipe column-H-shaped steel beam bolted connecting structure |
| CN103866869A (en) * | 2014-03-11 | 2014-06-18 | 同济大学 | Reinforced steel pipe column and H-shaped beam connection node |
-
2016
- 2016-04-17 CN CN201610237862.5A patent/CN105863052B/en active IP Right Grant
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1242458A (en) * | 1999-05-06 | 2000-01-26 | 华南理工大学 | Steel pipe high strength concrete column reinforcing joint, and method for mfg. same |
| JP2003082763A (en) * | 2001-09-13 | 2003-03-19 | Nkk Corp | Column-beam joint structure and design method thereof |
| CN103290928A (en) * | 2012-03-02 | 2013-09-11 | 青岛理工大学 | Steel structure beam column assembly type rigid joint |
| CN103343575A (en) * | 2013-06-25 | 2013-10-09 | 同济大学 | Rectangular steel pipe column-H-shaped steel beam bolted connecting structure |
| CN103866869A (en) * | 2014-03-11 | 2014-06-18 | 同济大学 | Reinforced steel pipe column and H-shaped beam connection node |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121056A (en) * | 2016-08-23 | 2016-11-16 | 华南理工大学 | Thin-wall steel tube regenerative mixed column and the bilayer narrow ring flat-plate FRP node of girder steel |
| CN106121041A (en) * | 2016-08-25 | 2016-11-16 | 中冶建筑研究总院有限公司 | A kind of steel column one-way bolt plug-in type splicing node and installation method |
| CN106121057A (en) * | 2016-08-25 | 2016-11-16 | 中冶建筑研究总院有限公司 | A kind of steel column web-type splicing node and installation method |
| CN106121043A (en) * | 2016-08-25 | 2016-11-16 | 中冶建筑研究总院有限公司 | A kind of two-tube coupled column with energy-dissipating and shock-absorbing effect and construction method |
| CN106121042A (en) * | 2016-08-25 | 2016-11-16 | 中冶建筑研究总院有限公司 | A kind of steel column flange form splicing node and installation method |
| CN106121043B (en) * | 2016-08-25 | 2019-04-26 | 中冶建筑研究总院有限公司 | A kind of two-tube coupled column and construction method with energy-dissipating and shock-absorbing effect |
| CN106522366A (en) * | 2016-11-30 | 2017-03-22 | 中国二十二冶集团有限公司 | Connection structure for steel column and steel beam |
| CN106988418A (en) * | 2017-02-27 | 2017-07-28 | 国住人居工程顾问有限公司 | A kind of assembling type steel structure beam-column node structure and assembly method |
| CN106988418B (en) * | 2017-02-27 | 2019-08-09 | 国住人居工程顾问有限公司 | A kind of assembling type steel structure beam-column node structure and assembly method |
| CN107447861A (en) * | 2017-09-09 | 2017-12-08 | 北京工业大学 | A kind of assembling type steel structure square tube post beam column node connection device with diagonal brace |
| CN110528705A (en) * | 2019-09-10 | 2019-12-03 | 兰州理工大学 | A kind of replaceable plasticity hinged joint in honeycomb fashion girder steel end |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105863052B (en) | 2018-01-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202672356U (en) | Rabbet connection node of precast reinforced concrete beam and beam-column joint | |
| CN203145194U (en) | Internal diaphragm joint of variable flange steel I-beam and square concrete filled steel tubular column | |
| CN102363978B (en) | Hole-expanding type steel structure beam column node in short T-shaped steel connection and connection method of hole-expanding type steel structure beam column node | |
| CN201128956Y (en) | Assembled integral flat-plate or curve type vierendeel steel lattice structure | |
| CN103243817B (en) | A kind of assembled beam-column attachment means | |
| CN206667470U (en) | A kind of end plate assembled channel-section steel for recovering function punches beam column node connection device | |
| CN202831233U (en) | Connected node of protracting inner diaphragm steel girder and concrete-filled steel-tubular columns inscribed a pipe coat | |
| CN202324201U (en) | Chambering structural steel structure beam column node connected by end plate | |
| CN101845854B (en) | Frame beam column fire-resistant node with catenary effect and construction method thereof | |
| CN103590324B (en) | Transverse shear resisting section type self-resetting pier and construction method thereof | |
| CN105569191A (en) | Steel-encased concrete composite beam-steel pipe column connection joint | |
| CN204753844U (en) | Circular steel tube concrete column sleeve connected node | |
| CN105239720A (en) | Prefabricated assembled steel-concrete composite beam connected by adopting high-strength bolt | |
| CN102561530A (en) | Rectangular steel tube concrete column and steel beam all-bolt connecting joint | |
| CN103924674A (en) | High-strength bolt shear key structure and constructing method thereof | |
| CN202730969U (en) | Connecting structure of the rectangular column and H-type steel beam | |
| CN101839074B (en) | Steel frame reinforced column and reinforcing method thereof | |
| CN103255841B (en) | A kind of assembly concrete post-girder steel overhanging end template nodal connection device | |
| CN205242773U (en) | Adopt prefabricated assembled steel - concrete combination beam of cant chisei connection | |
| CN105863050B (en) | A kind of assembled wave webs beam column combined joint attachment device of recoverable function | |
| CN102121274B (en) | Section steel concrete column-steel girder node | |
| CN103161224A (en) | Rectangular concrete filled steel tubular column - steel beam connection node and construction methods thereof | |
| CN204252286U (en) | A kind of rectangular steel-tube concrete column-steel beam connecting joint | |
| CN203174771U (en) | Annular plate node of steel pipe concrete column and bonded prestress steel bar concrete beam | |
| CN102433938B (en) | Hooped steel reinforced concrete beam-column joint of core area U-shaped column |
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 |