CN106836484A - A kind of end plate assembled corrugated web occlusion beam column node connection device for recovering function - Google Patents
A kind of end plate assembled corrugated web occlusion beam column node connection device for recovering function Download PDFInfo
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- CN106836484A CN106836484A CN201710087662.0A CN201710087662A CN106836484A CN 106836484 A CN106836484 A CN 106836484A CN 201710087662 A CN201710087662 A CN 201710087662A CN 106836484 A CN106836484 A CN 106836484A
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- corrugated web
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- steel pipe
- pipe column
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- 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
- 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
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- 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
- E04B2001/2406—Connection nodes
-
- 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
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- 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
Beam column node connection device is engaged the present invention relates to a kind of end plate assembled corrugated web for recovering function, belongs to Structural Engineering field.The nodal connection device is made up of quadrate steel pipe column, corrugated web channel-section steel beam section and attachment means.Nodal connection device welding portion of the invention is completed in factory, and scene is assembled, and speed of application is greatly improved with construction quality.Corrugated web occlusion beam can be molded with floor in factory-assembled, form modular assembly unit, then each assembly unit is engaged beam and realizes assembly connection with band cantilever beam section quadrate steel pipe column by corrugated web at the construction field (site), can give full play to the corrugated web high performance advantage of component material saving.Node of the invention is that beam-ends is strengthened and cover plate connection weakens and uses type node, it is capable of achieving triple power consumptions that bolt frictional slip is plastically deformed with cover plate, connecting plate, bolt, plastic hinge is transferred on cover plate and connecting plate, only needs to realize the functional rehabilitation of structure by changing connecting plate, L-shaped part after shake.
Description
Technical field
This patent is related to a kind of end plate assembled corrugated web occlusion beam column node connection device for recovering function, belongs to
Technical field of structural engineering.
Background technology
Since reform and opening-up, the urban development of China achieves remarkable achievement.But urban construction is still fallen within mixed
Based on solidifying soil, the extensive mode of construction built by laying bricks or stones of scene, cause that environmental pollution is serious, waste of material is serious, and construction cost is high,
The low many problems of product quality.In April, 2015,《State Council of the Central Committee of the Communist Party of China is on accelerating propulsion Ecological Civilization Construction
Opinion》It is required that promoting resources conservation circulation effective use comprehensively, recycling of recyclable waste system is improved, advance construction refuse resource
Utilize, and widely popularize green building, building is reached standard green, practical, economic, attractive in appearance.Assembling type steel structure conduct
The green building of life cycle management, with standardized designs, factorial praluction, prefabricated construction, integration finishing, informationization pipe
The features such as reason.Widely popularize assembling type steel structure building, it is possible to reduce building waste and building dust pollution, shorten and build work
Phase, construction quality is lifted, digest steel superfluous production capacity, form steel strategic reserves.At present, assembling type steel structure building system has been
New direction and new trend as construction steel structure development.
Corrugated web i-shape component as a kind of energy-conservation, section material, environmental protection new steel structure component, at home and abroad
Engineering field has been widely used.This corrugated web i-shape component is spliced by two pieces of channel-section steel occlusions for having wave webs,
Web is connected with.The wherein every piece corrugated web of channel-section steel is continuously welded to form with the straight edge of a wing by high frequency, alternative biography
Common welded H section steel, I-steel of system etc..It not only saves material compared with traditional flat web i-shape component, mitigates
Own wt, also improves bending rigidity and torsional rigidity outside the face of i-shape component, ensure that component wide more than high
During the limit value of ratio, component remains to meet the rigidity requirement in making, transport and installation process, reduces because of component web rigidity
The not enough inconvenience brought to construction.Compared with general corrugated web i-shape component, it is spliced by channel-section steel, more suitable
Close assembled in situ formula.
Plastic hinge when being destroyed suitable for end plate assembled wave webs beam-column connection common at present is away from post
Face is nearer, easily causes nodes domains column web to be cut flexing, post edge of a wing local buckling and beam-ends and surrenders, and causes to the serious of end plate
Damage, it is impossible to realize changing, cannot also realize quick assembling, construction is time-consuming more long, is not suitable for assembled architecture.Meanwhile, it is existing
Having node all needs to can be only achieved the mesh of beam-ends plastic hinge by adding the beam-ends strengthening measure such as cover plate, ribbed stiffener or side plate
, high requirement is not only proposed to node processing technology, the complicated stress field problem that can also cause a plurality of weld seam superposition to produce.
And the plastic deformation that earthquake is produced occurs in beam main body, it is unfavorable for quickly being repaired after realizing shake.To overcome above mentioned problem,
Patent of the present invention proposes a kind of end plate assembled corrugated web for recovering function on the basis of [201310139115.4]
Occlusion beam column node connection device, it is to avoid big plastic deformation occurs in beam main body；The dismounting of connector and high-strength bolt and
Install again and all facilitate, be conducive to the quick reparation after shake.Meanwhile, the splicing of two corrugated web steel channel beams is easy to implement ripple abdomen
Plate is engaged beam section and is molded to form modular assembly unit with floor factory-assembled, and then each assembly unit passes through ripple at the construction field (site)
Line web is engaged beam section and realizes assembly connection with band cantilever beam section quadrate steel pipe column.
A kind of end plate that patent of the present invention is proposed can recover the assembled corrugated web occlusion bean column node connection dress of function
Put, constituted by with cantilever beam section quadrate steel pipe column, corrugated web channel-section steel beam section and both attachment means.Band cantilever beam section square steel tube
Post is by upper quadrate steel pipe column, middle quadrate steel pipe column, lower quadrate steel pipe column, top side shape toroidal membrane, bottom side's shape toroidal membrane and outstanding
Arm beam section web is welded.Upper quadrate steel pipe column, middle quadrate steel pipe column are welded with top side's shape toroidal membrane respectively；Lower square steel tube
Post, middle quadrate steel pipe column are welded with bottom side's shape toroidal membrane respectively；Cantilever beam section web respectively with top side shape toroidal membrane, in
Quadrate steel pipe column and the shape toroidal membrane welding of bottom side.Corrugated web occlusion beam is spliced by two blocks of corrugated web channel-section steels, middle
Web is connected with.Wherein, corrugated web steel channel beam is also alternatively into flat web steel channel beam.Band cantilever beam section quadrate steel pipe column with
Attachment means between corrugated web channel-section steel beam section are mainly L-shaped connector and high-strength bolt.
The content of the invention
The present invention proposes a kind of end plate assembled corrugated web occlusion beam column node connection device for recovering function, belongs to
Structural Engineering field.Nodal connection device welding portion of the invention is completed in factory, and its weld seam precision and quality are more easy to
Control, scene is assembled only with high-strength bolt to band cantilever beam section quadrate steel pipe column and corrugated web channel-section steel beam section, bolt
Fastening work is convenient and swift, and speed of application is greatly improved with construction quality, adapts to the development of assembling type steel structure.
A kind of end plate assembled corrugated web for recovering function is engaged beam column node connection device by band cantilever beam section side
Steel pipe column, corrugated web channel-section steel beam section and both attachment means composition.
Band cantilever beam section quadrate steel pipe column by upper quadrate steel pipe column, middle quadrate steel pipe column, lower quadrate steel pipe column, top side's shape annular every
Plate, bottom side shape toroidal membrane, cantilever beam section web are welded.Upper quadrate steel pipe column, middle quadrate steel pipe column respectively with top side's shape
Toroidal membrane is welded；Lower quadrate steel pipe column, middle quadrate steel pipe column are welded with bottom side's shape toroidal membrane respectively.Wherein, top side's shape ring
Shape dividing plate is divided into three parts with bottom side's shape toroidal membrane, respectively square shape annular section, circular sliding slopes section part, edge of a wing section portion
Point.Square shape annular section is as reinforcing section, the circular sliding slopes section part of nodes domains as beam end haunch part, edge of a wing section portion
It is the splicing part with corrugated web channel-section steel beam section to be allocated as.Upper quadrate steel pipe column, middle quadrate steel pipe column, lower quadrate steel pipe column are referred to as square steel
Tubing string.Top side shape toroidal membrane, the interior ring size of bottom side's shape toroidal membrane are respectively less than ring size in quadrate steel pipe column, outer shroud chi
It is very little to be all higher than quadrate steel pipe column outer ring size, and square shape toroidal membrane thickness is more than corrugated web channel-section steel beam section edge of a wing thickness.
Two blocks of corrugated web steel channel beams are first spliced into corrugated web occlusion beam, ripple by attachment means in construction and installation
Connected with high-strength bolt between web；The web of cantilever segment is engaged into beam end plate by L-shaped connector and corrugated web again to be connected,
The upper (lower) edge of a wing of cantilever segment, the interior connecting plate on outside link plate and the upper (lower) edge of a wing, cantilever segment and the corrugated web work spliced
The member align of font beam, wherein backing plate are to be close to the upper (lower) edge of a wing of i shaped steel, are connected with afterwards.
End plate assembled corrugated web occlusion beam column node connection device is substituted for edge of a wing list cover plate type of attachment, that is, pass through
To be connected in 2 pieces of corrugated web channel-section steel beam section top flange backing plates, 2 pieces of corrugated web channel-section steel beam section lower flange backing plates, 2 pieces of top flanges
Connecting plate removes to realize in plate, 2 pieces of lower flanges.
Hollow in steel pipe column jecket, or casting concrete, quadrate steel pipe column can be substituted for round steel tubing string.The top flange of attachment means
Outside link plate, lower flange outside link plate, connecting plate is not provided with dog bone and weakens area, Huo Zheshe in connecting plate and lower flange in top flange
It is set to circular arc dog bone and weakens area or flat dog bone weakening area.
The advantage of this patent is mainly manifested in the following aspects：
1st, can not only adapt to existing assembling type steel structure system, and can by splice design of node it is weaker with increase
Plus toroidal membrane thickness collective effect and reach power consumption and the purpose of plastic hinge, and need not take add splice plate, plus
The beam-ends strengthening measure such as strength rib and side plate, reduces difficulty of construction, it is to avoid the complicated stress field of a plurality of weld seam.
2nd, cantilever beam section uses the connected mode of connecting plate with the upper lower flange of common beam section, therefore first can connect lower flange
Fishplate bar and bottom side shape toroidal membrane bolt, corrugated web I-beam section can ride over band cantilever beam section round steel tubing string lower annular every
On plate, hoisting difficulty is reduced, accelerate construction speed, and assembling part step construction splices corrugated web channel-section steel beam section
It is engaged with cantilever beam section after being in place, it is easy to which that on-site consolidation is positioned.
3rd, this node can also be by adjusting top side's shape toroidal membrane and bottom side shape toroidal membrane thickness, bolt quantity
Deng design parameter, plastic hinge is transferred in replaceable edge of a wing connecting plate, realizes that bolt frictional slip and connecting plate plasticity become
The dual power consumption of shape, improves the ductility and turning power of node, it is ensured that band cantilever beam section quadrate steel pipe column and common corrugated web
The lossless evil idea of channel-section steel beam section or slight damage, only need to change connecting plate, backing plate, web shear plate and high-strength bolt and can reach after shake
The effect of function can be recovered after shake, the life security of personnel is protected.
4th, the assembly of common corrugated web steel channel beam, can greatly play corrugated web beam itself and save the excellent of steel
Gesture；Meanwhile, the splicing of two corrugated web steel channel beams is easy to implement corrugated web steel channel beam and is molded to be formed with floor factory-assembled
Modular assembly unit, then each assembly unit passes through corrugated web steel channel beam with band cantilever beam section quadrate steel pipe column at the construction field (site)
Realize assembly connection.
Brief description of the drawings
Fig. 1 is the graphics that a kind of end plate assembled corrugated web for recovering function is engaged beam column node connection device；
Fig. 2 is the broken away view that a kind of end plate assembled corrugated web for recovering function is engaged beam column node connection device；
Fig. 3 is the front view that a kind of end plate assembled corrugated web for recovering function is engaged beam column node connection device；
Fig. 4 is the side view that a kind of end plate assembled corrugated web for recovering function is engaged beam column node connection device；
Fig. 5 is the top view that a kind of end plate assembled corrugated web for recovering function is engaged beam column node connection device；
Fig. 6 is the trapezoidal ripple curve map of web section that corrugated web channel-section steel is engaged beam；
Fig. 7 is a kind of end plate assembled corrugated web occlusion beam column node connection device simple shear form for recovering function
Graphics；
Fig. 8 is the upper (lower) wing that a kind of end plate assembled corrugated web for recovering function is engaged beam column node connection device
The dog bone that is not provided with of edge outside link plate weakens area, sets three kinds of form figures that circular arc dog bone weakens and flat dog bone weakens；
Fig. 9 is the module that a kind of end plate assembled corrugated web for recovering function is engaged beam column node connection device
Unit three-dimensional figure is matched somebody with somebody in makeup；
Figure 10 is 4 modules that a kind of end plate assembled corrugated web for recovering function is engaged beam column node connection device
Change the graphics that assembly unit realizes assembly connection.
Figure 11 is sectional view of the invention.
Specific embodiment
Below in conjunction with the accompanying drawings, the implementation method of this patent is described in detail.
As Figure 1-10 shows, a kind of end plate assembled corrugated web occlusion beam column node connection device bag for recovering function
Include with lower component：
1 --- upper quadrate steel pipe column；
2 --- middle quadrate steel pipe column；
3 --- lower quadrate steel pipe column；
4 --- top side's shape toroidal membrane；
5 --- bottom side's shape toroidal membrane；
6 --- cantilever beam section web；
7 --- L-shaped connector；
8 --- corrugated web channel-section steel beam section end plate；
9 --- wave webs channel-section steel beam section corrugated web；
10 --- top flange outside link plate；
11 --- lower flange outside link plate；
12 --- connecting plate in top flange；
13 --- connecting plate in lower flange；
14 --- corrugated web channel-section steel beam section top flange backing plate；
15 --- corrugated web channel-section steel beam section lower flange backing plate；
16 --- corrugated web channel-section steel flange of beam；
17 --- floor；
18 --- modular assembly unit；
As shown in Fig. 1,2,3,4,5, band cantilever beam section quadrate steel pipe column is by upper quadrate steel pipe column 1, middle quadrate steel pipe column 2, lower square steel
Tubing string 3, top side shape toroidal membrane 4, bottom side's shape toroidal membrane 5, cantilever beam section web 6 and composition L-shaped connector 7.Top
Steel pipe column 1, middle quadrate steel pipe column 2 are welded with top side shape toroidal membrane 4 respectively；Lower quadrate steel pipe column 3, middle quadrate steel pipe column 2 respectively with
Bottom side shape toroidal membrane 5 is welded；Cantilever beam section web respectively with top side's shape toroidal membrane 4, middle quadrate steel pipe column 2 and bottom side
Shape toroidal membrane 5 is welded.Wherein, top side's shape toroidal membrane 4 can be divided into three parts with bottom side shape toroidal membrane 5, respectively
Square shape annular section, annular linkage section part, edge of a wing section part.Reinforcing section, annular of the square shape annular section as nodes domains
Linkage section part is as beam end haunch part, edge of a wing section part as the splicing part with the I-shaped beam section of corrugated web.On
Portion side shape toroidal membrane 4, the interior ring size of bottom side shape toroidal membrane 5 are respectively less than ring size in quadrate steel pipe column, its outer annular diameter
More than quadrate steel pipe column outer ring size, and toroidal membrane thickness is more than corrugated web channel-section steel beam section edge of a wing thickness.
As shown in Fig. 2 the I-shaped beam section of corrugated web is spliced by two blocks of corrugated web channel-section steels.Wherein, wave webs
Steel channel beam is also alternatively into flat web steel channel beam.
As shown in Figure 1, 2, top side's shape toroidal membrane 4 and corrugated web work channel-section steel beam section top flange 16 are by single or many
Row's Bolt connection；Bottom side shape toroidal membrane 5 and corrugated web channel-section steel beam section lower flange 16 pass through single row or multiple rows Bolt
Connection；Cantilever beam section web 6 and L-shaped connector 7 are connected by single row or multiple rows Bolt；L-shaped connector 7 and corrugated web groove
Girder steel section end plate 8 is connected by single row or multiple rows Bolt；Backing plate 14,15 and the corrugated web edge of a wing 16 pass through single row or multiple rows spiral shell
Bolt group's connection；Interior outside link plate 10,11,12,13 is connected with the edge of a wing 16 by single row or multiple rows Bolt；Two pieces of corrugated web grooves
Connected by single row or multiple rows Bolt between steel.
As shown in Fig. 2 at the scene in installation process, attachment means in construction and installation, first by two blocks of corrugated web channel-section steels
Beam occlusion is spliced into i-shaped beamses, is connected with high-strength bolt between web；Again by the web 6 of cantilever segment and angle steel end plate 7, cantilever
The upper (lower) edge of a wing 4 of section, the alignment of interior connecting plate 12 between upper outside link plate 10, the upper (lower) edge of a wing and angle steel end plate are connected with bolt
Connect；Finally by cantilever segment and the member align of corrugated web i-shaped beamses for having spliced, the wherein upper (lower) edge of a wing of cantilever segment
Interior connecting plate 12 should be placed between the backing plate 14 on the inside of the upper (lower) edge of a wing of i shaped steel section and end plate 8, and backing plate 14 is to be close to
(under) edge of a wing 16, it is connected with afterwards.
As shown in figure 1, hollow in steel pipe column jecket, or casting concrete, quadrate steel pipe column can be substituted for round steel tubing string；
As shown in fig. 6, this can recover the common of the end plate assembled corrugated web occlusion beam column node connection device of function
Beam section is engaged path schematic diagram.
As shown in fig. 7, the end plate assembled corrugated web that can recover function is engaged the simple shear of beam column node connection device
Form schematic diagram.
If Fig. 8 is the top flange that a kind of end plate assembled corrugated web for recovering function is engaged beam column node connection device
Outside link plate 10, the dog bone that is not provided with of lower flange outside link plate 11 weaken area, set the weakening of circular arc dog bone and the weakening of flat dog bone
Three kinds of forms.
As shown in Fig. 9,10, the assembled corrugated web beam with end plate in the nodal connection device can exist with floor 17
Factory-assembled is molded, and forms modular assembly unit 18, and then each assembly unit passes through assembled corrugated web at the construction field (site)
Beam realizes assembly connection with band cantilever beam section quadrate steel pipe column.
Claims (5)
1. a kind of end plate assembled corrugated web for recovering function is engaged beam column node connection device, it is characterised in that：By band
Cantilever beam section quadrate steel pipe column, corrugated web channel-section steel beam section and both attachment means composition；Band cantilever beam section quadrate steel pipe column is by upper
Quadrate steel pipe column, middle quadrate steel pipe column, lower quadrate steel pipe column, top side shape toroidal membrane, bottom side's shape toroidal membrane and cantilever beam section
Web is welded；Upper quadrate steel pipe column, middle quadrate steel pipe column are welded with top side's shape toroidal membrane respectively；Lower quadrate steel pipe column, middle side
Steel pipe column is welded with bottom side's shape toroidal membrane respectively；Cantilever beam section web respectively with top side shape toroidal membrane, middle square steel tube
Post and the shape toroidal membrane welding of bottom side；Corrugated web channel-section steel beam section is by corrugated web steel channel beam and corrugated web channel-section steel beam section end
Plate weld is formed；Corrugated web i shaped steel is spliced by two blocks of corrugated web channel-section steels；Wherein, top side's shape toroidal membrane with
Bottom side's shape toroidal membrane can be divided into three parts, respectively square shape annular section, annular linkage section part, edge of a wing section part；Side
Shape annular section is as reinforcing section, the annular linkage section part of nodes domains as beam end haunch part, edge of a wing section part work
It is the splicing part with the I-shaped beam section of corrugated web；Upper quadrate steel pipe column, middle quadrate steel pipe column, lower quadrate steel pipe column are referred to as square steel tube
Post；Top side shape toroidal membrane, the interior ring size of bottom side's shape toroidal membrane are respectively less than ring size in quadrate steel pipe column, and its outer shroud is straight
Footpath is more than quadrate steel pipe column outer ring size, and toroidal membrane thickness is more than corrugated web channel-section steel beam section edge of a wing thickness；The ripple abdomen
Board slot girder steel can be molded with floor in factory-assembled, form modular assembly unit, and then each assembly unit leads at the construction field (site)
Cross corrugated web steel channel beam and realize assembly connection with band cantilever beam section quadrate steel pipe column；Wherein, corrugated web steel channel beam is also replaceable
Into flat web steel channel beam；Attachment means between with corrugated web channel-section steel being engaged beam section with cantilever beam section quadrate steel pipe column are mainly height
Strength bolt；Top side's shape toroidal membrane and corrugated web channel-section steel beam section top flange are connected by single row or multiple rows Bolt；Bottom
Square shape toroidal membrane and corrugated web channel-section steel beam section lower flange are connected by single row or multiple rows Bolt；L-shaped connector and ripple
Web channel-section steel beam section end plate is connected by single row or multiple rows Bolt.
2. a kind of end plate assembled corrugated web occlusion bean column node connection for recovering function according to claim 1 is filled
Put, it is characterised in that：Two blocks of corrugated web steel channel beams are first spliced into corrugated web by described attachment means in construction and installation
Occlusion beam, is connected between corrugated web with high-strength bolt；The web of cantilever segment is engaged by L-shaped connector with corrugated web again
Beam end plate is connected, the upper lower flange of cantilever segment, the interior connecting plate of outside link plate and upper lower flange, cantilever segment and the ripple for having spliced
The member align of web i-shaped beamses, wherein backing plate are to be close to the upper lower flange of i shaped steel, are connected with afterwards.
3. a kind of end plate assembled corrugated web occlusion bean column node connection for recovering function according to claim 1 is filled
Put, it is characterised in that：Described end plate assembled corrugated web occlusion beam column node connection device is substituted for edge of a wing list cover plate and connects
Form is connect, i.e., by by 2 pieces of corrugated web channel-section steel beam section top flange backing plates, 2 pieces of corrugated web channel-section steel beam section lower flange backing plates, 2
Connecting plate in block top flange, in 2 pieces of lower flanges connecting plate removal realize.
4. a kind of end plate assembled corrugated web occlusion bean column node connection for recovering function according to claim 1 is filled
Put, it is characterised in that：Hollow in described square steel tube column jecket, or casting concrete, quadrate steel pipe column can be substituted for round steel tubing string.
5. a kind of end plate assembled corrugated web occlusion bean column node connection for recovering function according to claim 1 is filled
Put, it is characterised in that：The top flange outside link plate of attachment means, lower flange outside link plate, connecting plate and lower flange in top flange
Interior connecting plate is not provided with dog bone and weakens area, or is arranged to circular arc dog bone weakening area or flat dog bone weakening area.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
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| CN201710087662.0A CN106836484A (en) | 2017-02-17 | 2017-02-17 | A kind of end plate assembled corrugated web occlusion beam column node connection device for recovering function |
| CN201710668479.XA CN107268787A (en) | 2017-02-17 | 2017-08-08 | A kind of end plate assembled corrugated web occlusion beam column node connection device for recovering function |
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|---|---|---|---|
| CN201710087662.0A CN106836484A (en) | 2017-02-17 | 2017-02-17 | A kind of end plate assembled corrugated web occlusion beam column node connection device for recovering function |
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| CN201710668479.XA Pending CN107268787A (en) | 2017-02-17 | 2017-08-08 | A kind of end plate assembled corrugated web occlusion beam column node connection device for recovering function |
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| CN111042327A (en) * | 2019-12-30 | 2020-04-21 | 鞍钢中电建筑科技股份有限公司 | Angle brace type fully-assembled frame structure |
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| CN109322792A (en) * | 2018-11-06 | 2019-02-12 | 重庆大学 | A kind of concrete filled steel tube lattice wind power tower based on corrugated steel web box beam |
| CN109707042A (en) * | 2019-01-25 | 2019-05-03 | 北京工业大学 | A kind of Self-resetting frame center support system with L-type part connecting node |
| CN109750747A (en) * | 2019-01-25 | 2019-05-14 | 北京工业大学 | A kind of Self-resetting frame center support system using corrugated web beam |
| CN111411704A (en) * | 2020-04-23 | 2020-07-14 | 河北工业大学 | Composite connection node for coupled modular assembly type steel structure |
| CN111502034B (en) * | 2020-04-27 | 2021-02-19 | 江南大学 | Joint connecting device of steel-concrete combined column and beam and application thereof |
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| JPH01226946A (en) * | 1988-03-08 | 1989-09-11 | Mitsui Constr Co Ltd | Joint structure of column and beam |
| JPH11324112A (en) * | 1998-05-14 | 1999-11-26 | Nkk Corp | Joint method for steel building material and joint structure |
| CN202416586U (en) * | 2012-02-07 | 2012-09-05 | 北京建筑工程学院 | Beam-end cover plate reinforced-bolted splice joint for steel framework |
| CN103290992B (en) * | 2013-04-19 | 2015-11-04 | 北京工业大学 | Assembling corrugated web occlusion girder steel |
| CN105863075B (en) * | 2016-04-17 | 2019-01-04 | 北京工业大学 | A kind of cover board weakening type assembled wave webs beam column node connection device |
| CN105863051B (en) * | 2016-04-17 | 2018-04-27 | 北京工业大学 | A kind of assembled end plate connecting node attachment device of recoverable function |
| CN105735472B (en) * | 2016-04-17 | 2018-04-06 | 北京工业大学 | A kind of assembled beam-column nodal connection device for recovering function |
| CN105863050B (en) * | 2016-04-17 | 2018-12-07 | 北京工业大学 | A kind of assembled wave webs beam column combined joint attachment device of recoverable function |
| CN106245762B (en) * | 2016-08-28 | 2018-12-07 | 北京工业大学 | A kind of assembled corrugated web bean column node attachment device of recoverable function |
-
2017
- 2017-02-17 CN CN201710087662.0A patent/CN106836484A/en active Pending
- 2017-08-08 CN CN201710668479.XA patent/CN107268787A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109763418A (en) * | 2018-12-24 | 2019-05-17 | 吴灿彬 | Beam-ends frame joint and its installation and replacement method |
| CN111042327A (en) * | 2019-12-30 | 2020-04-21 | 鞍钢中电建筑科技股份有限公司 | Angle brace type fully-assembled frame structure |
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| Publication number | Publication date |
|---|---|
| CN107268787A (en) | 2017-10-20 |
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Application publication date: 20170613 |