CN105863078A - Support inserting type support bilateral plate node - Google Patents
Support inserting type support bilateral plate node Download PDFInfo
- Publication number
- CN105863078A CN105863078A CN201610341326.XA CN201610341326A CN105863078A CN 105863078 A CN105863078 A CN 105863078A CN 201610341326 A CN201610341326 A CN 201610341326A CN 105863078 A CN105863078 A CN 105863078A
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- Prior art keywords
- node
- steel
- support
- profile steel
- side plate
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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
- E04B1/185—Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- 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
- E04B2001/2415—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
- E04B2001/2421—Socket type connectors
Abstract
The invention discloses a support inserting type support bilateral plate node, which comprises a multicavity steel pipe concrete combination post and a reinforcing type H-shaped steel combination beam, wherein the reinforcing type H-shaped steel combination beam is horizontally fixed at one side of the multicavity steel pipe concrete combination post through two lateral plates; a support square pipe embedded with a reinforcing plate is inserted in an inclination angle along the upper side of the reinforcing type H-shaped steel combination beam, and form the support inserting type support bilateral plate node together with a reinforcing H-shaped steel combination supporter and the multicavity steel pipe concrete combination post. The node is used as an edge restraining component of the whole steel pipe concrete post, and the bearing capability, the energy consumption capability and the ductility can be improved; the field construction is convenient; the multicavity steel pipe concrete combination post is not damaged; the materials and the labor are saved. The principle that a steel pipe has high restraining effect on concrete is adopted; the whole structure meets the design principle of strong post, weak beam, strong node and weak component; the node has multiple earthquake-proof defense lines; the whole system damage caused by partial component destroy is avoided; meanwhile, necessary strength, good deformation capability and energy consumption capability are also realized.
Description
Technical field
The present invention relates to a kind of support plug-in type supporting bilateral plate node, be mainly used in building structure many
Layer and the concrete filled steel tube coupled column of skyscraper.
Background technology
Along with economic globalization, the raising of the level of urbanization, urban population closeness is gradually increased so that big
Amount high level continues to bring out.This just high-rise in the urgent need to new technical support and design of tier building and construction.
Concrete filled steel tube utilizes steel pipe and the interaction in loading process of the concrete bi-material, i.e. steel pipe
Concrete is made to be in complex stress condition the effect of contraction of concrete, so that the intensity of concrete is carried
Height, plasticity and toughness greatly improve.Meanwhile, after steel duct fill concrete, due to propping up of concrete
Support effect, can avoid or delay the flexing of steel pipe walls.The combination of bi-material compensate for respective shortcoming,
Material property is given full play to.
Along with development and the growth in the living standard of society, people are to the usable floor area of house and cosmetic requirements
More and more higher.Traditional circle or Concrete Filled Square Steel Tubes post, be generally not capable of being surrounded by body of wall completely,
The most prominent house interior of suspension column, takies certain interior space so that furnishings and room cloth
Put by a definite limitation.Use concrete filled steel rectangular tubes coupled column, can accomplish with wall with wide, solve
The problem that post highlights corner angle.
Research shows, the concrete-filled rectangular steel tube coupled column of general type, the steel pipe constraint to core concrete
Being only limitted to angle point, more weak at periphery, bearing capacity is relatively low.Newel post is the multi-cavity steel tube coagulation of rectangular steel pipe
Local soil type's zygostyle arranges confining part to improve its bearing capacity and energy dissipation capacity at edge, and horizontally set is put more energy into drawknot
Measure, is divided into some chambers by shaft, makes steel plate strengthen the effect of contraction of concrete, reduces steel simultaneously
The flakiness ratio of plate, prevents or delays the cripling of steel plate.
Summary of the invention
It is an object of the invention to provide the combination of a kind of band ribbed stiffener concrete filled steel tube constructing simple, cheap
The support plug-in type supporting bilateral plate node of post, solves conventional post indoor and highlights the problem of corner angle, improve multi-cavity
The bearing capacity of body concrete filled steel tube coupled column and ductility.Delay or avoid owing to steel pipe wallboard cripling causes
Stiffness of structural member bearing capacity and the reduction of ductility, give full play to the performance of material.Overall structure meets " strong post
Weak beam, the weak component of strong node " design principle, node possesses multiple tracks and provides fortification against earthquakes line, possesses the strong of necessity
Degree, good deformability and energy dissipation capacity.
To achieve these goals, present invention employs following technical scheme:
A kind of support plug-in type supporting bilateral plate node, including multi-cavity steel tube concrete coupled column, and by two
Block side plate is horizontally fixed on the reinforced H profile steel combination beam of multi-cavity steel tube concrete coupled column side, along described
The inclined angle in top of reinforced H profile steel combination beam is inserted with presets the supporting square tube strengthening side plate, and adds
Strong type H profile steel combination beam, multi-cavity steel tube concrete coupled column constitute support plug-in type supporting bilateral plate node.
Further, described reinforced H profile steel combination bearing beam includes H profile steel, and in H profile steel end type
The two pieces of ribbed stiffeners arranged between the steel edge of a wing, connect along the H profile steel web both sides inside ribbed stiffener and have a pair and H
Section steel edge, along the connector flushed, is respectively welded upper cover plate and lower cover in H profile steel outside lower flange.
Further, described connector is steel angle structure, bolt hole is distributed on the outer face of angle steel.
Further, the width of described upper cover plate and lower cover is more than the width of lower flange in H profile steel.
Further, described ribbed stiffener is fixed on the web both sides of H profile steel.
Further, described side plate is the rectangular slab being provided with hypotenuse, hypotenuse be located at two pieces be clamped in multi-cavity steel tube mix
The top of the extension of solidifying local soil type zygostyle 1.
Further, described side plate is provided with the through hole corresponding with connector bolt hole.
Further, the supporting square tube of described default reinforcement side plate includes supporting square tube, and is located at supporting square tube
Side plate is strengthened in the left and right of the left and right sides, end, and it is the rectangular slab that side, top cuts right angle that side plate is strengthened in left and right,
One the side laminating of cutaway portion hypotenuse and supporting square tube, cuts the base level at the diagonal angle of right angle portions relatively
Arrange, supporting square tube is retained as 30 ° of-60 ° of inclinations angle.
Further, the width width more than supporting square tube of side plate is strengthened in described left and right.
The present invention supports plug-in type supporting bilateral plate node can be at the multi-cavity steel tube concrete supporting plugging in fitting
Coupled column support frame system is applied.
The present invention can obtain following beneficial effect:
1) reinforced H profile steel combination beam is same with plug-in type combined support and multi-cavity steel tube concrete coupled column wide,
Indoor-bollard is avoided to highlight corner angle, it is possible to increase room usable floor area and aesthetic property.
2) reinforced H profile steel combination beam strengthens side plate with presetting in supporting square tube both sides, will strengthen side plate and side
Plate welds, and as the edge constraint component of whole steel core concrete column, can improve its bearing capacity and energy dissipation capacity.
3) reinforced H profile steel combination beam and between dual-sided board insert preset strengthen side plate supporting square tube, then
Overall insertion multi-cavity steel tube concrete coupled column, improves bearing capacity and the ductility of component.Site operation is convenient,
Do not damage multi-cavity steel tube concrete coupled column, save material laborsaving.
4) owing to using multi-cavity steel tube concrete coupled column, steel pipe has stronger effect of contraction, post to concrete
Bearing capacity and ductility that body is overall are relatively good, it is achieved that the design requirement of strong column and weak beam.
5) overall structure meets the design principle of " strong column and weak beam, the weak component of strong node ", and node possesses multiple tracks
Provide fortification against earthquakes line, it is to avoid cause integral system to destroy because partial component destroys, also possess necessary strong simultaneously
Degree, good deformability and energy dissipation capacity.
Accompanying drawing explanation
Fig. 1 is that the present invention supports plug-in type supporting bilateral plate node structural representation；
Fig. 2 (a)-(c) is reinforced H profile steel combined beam structure schematic diagram；
Fig. 3 (a)-(b) is to add side plate multi-cavity steel tube concrete composite column structure schematic diagram；
Fig. 4 (a)-(b) is the supporting square tube structural representation preset and strengthen side plate；
Fig. 5 (a)-(d) is that reinforced H profile steel combined support supports and multi-cavity steel tube concrete group with inserting
Zygostyle node structure schematic diagram；
Fig. 6 is that the present invention applies in the multi-cavity steel tube concrete coupled column support frame system supporting plugging in fitting
Schematic diagram；
Fig. 7 be (a)-(c) be beam yield failure process schematic；
Fig. 8 is the hysteresis loop schematic diagram of node.
In figure: 1, multi-cavity steel tube concrete coupled column；2, side plate；3, reinforced H profile steel combination beam；3-1、
H profile steel；3-2, upper cover plate；3-3, ribbed stiffener；3-4, lower cover；3-5, connector；4, preset add
The supporting square tube of strong side plate；4-1, supporting square tube；4-2, reinforcement side plate.
Detailed description of the invention
Below in conjunction with specific embodiment, the present invention is described in further details.
As it is shown in figure 1, the present invention supports plug-in type supporting bilateral plate node, including multi-cavity steel tube concrete group
Zygostyle 1, and the reinforced H of multi-cavity steel tube concrete coupled column 1 side it is horizontally fixed on by two blocks of side plates 2
Shaped steel combination beam 3, the inclined angle in top along described reinforced H profile steel combination beam 3 is inserted with presets reinforcement
The supporting square tube 4 of side plate, presets supporting square tube 4 and reinforced H profile steel combination beam 3, the multi-cavity strengthening side plate
Concrete filled steel tube coupled column 1 constitutes support plug-in type supporting bilateral plate node.
As shown in Fig. 2 (a)-(c), the reinforced H profile steel combination bearing beam 3 of the present invention, including H profile steel
3-1, and the two pieces of ribbed stiffener 3-3, ribbed stiffener 3-3 arranged between the section steel flange of H profile steel 3-1 end
It is welded on the web both sides of H profile steel 3-1, welds along the H profile steel 3-1 web both sides inside ribbed stiffener 3-3
There is the connector 3-5 flushed with H profile steel 3-1 edge a pair, in H profile steel 3-1 outside lower flange respectively
It is welded with upper cover plate 3-2 and lower cover 3-4.Wherein, connector 3-5 is steel angle structure, the outer face of angle steel
On bolt hole is distributed.The width of described upper cover plate 3-2 and lower cover 3-4 is more than bottom wing in H profile steel 3-1
The width of edge.
As shown in Fig. 3 (a)-(b), the multi-cavity steel tube concrete coupled column both sides of the present invention are fixed with side plate 2,
Side plate 2 is provided with the through hole corresponding with connector 3-5 bolt hole.It is easy to and reinforced H profile steel combination beam 3
Fixing connection.Side plate 2 is the rectangular slab being provided with hypotenuse, and hypotenuse is located at two pieces and is clamped in multi-cavity steel tube concrete
The top of the extension of coupled column 1.
As shown in Fig. 4 (a)-(b), the supporting square tube presetting reinforcement side plate includes supporting square tube 4-1, and
Being located at the reinforcement side plate 4-2 of the left and right sides, supporting square tube 4-1 end, it is side, top that side plate 4-2 is strengthened in left and right
Cut the rectangular slab at right angle, one the side laminating of cutaway portion hypotenuse and supporting square tube, relatively cut right angle portion
The base at the diagonal angle divided is horizontally disposed with, and supporting square tube is retained as 30 ° of-60 ° of inclinations angle.Strengthen side plate 4-2
Width more than the width of supporting square tube 4-1.Use angle welding mode will strengthen side plate 4-2 and supporting square tube
It is welded and fixed.
As shown in Fig. 5 (a)-(d), the installation process of the support plug-in type supporting bilateral plate node of the present invention
As follows:
1) first side plate 2 is positioned in the both sides of multi-cavity steel tube concrete coupled column 1, then use three skirt welderings
Side plate is welded together by angle welding mode with multi-cavity steel tube；
2) reinforced H profile steel combination beam 3 good for pre-assembly is inserted between the side plate of both sides, by tightening peace
Reinforced H profile steel combination beam 3 is fixed by dress bolt with biside plate temporarily, then by side plate and upper and lower cover plates and
Connector welds；
3) supporting square tube of the default reinforcement side plate made in advance is inserted between biside plate, meet default adding
The hypotenuse of cutaway portion hypotenuse and biside plate that side plate 4-2 is strengthened in the left and right of the supporting square tube of strong side plate pastes completely
Close, then use penetration weld mode that left and right is strengthened side plate 4-2 and be connected with both sides side plate, complete to support and insert
The installation of formula supporting bilateral plate node.
As shown in Figure 6, region shown in circle is that the present invention applies at the multi-cavity steel tube coagulation supporting plugging in fitting
Local soil type's zygostyle support frame system schematic diagram.On the list support this frame system, cant beam supports with horizontal beam.
The present invention supports plug-in type supporting bilateral plate node can improve its bearing capacity and energy dissipation capacity.Due in advance
On two blocks of side plates 2, first it is provided with support upper cover plate 4 and supports lower cover 6, then by supporting square tube 5 inserted mode,
And with insert cant beam (supporting square tube 5) easy construction at the scene, do not damage multi-cavity steel tube concrete coupled column,
Province's material is laborsaving.
Support slotting with multi-cavity steel tube concrete coupled column girder steel U-shaped rigid joint for the row explanation present invention below
Enter the mechanical property of formula supporting bilateral plate node.
Utilizing ABAQUS software that node carries out finite element analysis, node post is that the multi-cavity steel tube of 200x600 mixes
Solidifying local soil type zygostyle, beam uses the welding H-bar of H350x150x6x10, and at node, dual-sided board and cover plate are thick
Degree is all same with flange of beam thick.Shown in Finite element analysis results Fig. 7 (a)-(c).
Owing to using multi-cavity steel tube concrete coupled column, steel pipe has stronger effect of contraction, shaft to concrete
Overall bearing capacity and ductility are relatively good, it is achieved that the design requirement of strong column and weak beam.Multi-cavity steel tube coagulation
The destruction order of local soil type's zygostyle girder steel U-shaped rigid joint is as shown in Fig. 7 (a)-(c) institute.Work as external force action
Time bigger, first the beam-ends A away from node bonding pad occurs shown in plastic hinge Fig. 7 (a), Internal Force Redistribution,
The bearing power increase of structure；Along with the increase of external force, there is plastic hinge Fig. 7 (b) prior to side plate in beam cover plate B
Shown in；Finally destroying as shown in Fig. 7 (c) of structure, beam-ends edge of a wing flexing, side plate upper and lower sides C large area
Surrender, but side plate does not forms plastic hinge, and structure still has certain energy dissipation capacity, meets the weak component of strong node
Design requirement.
The present invention is according to conceptual Design of Earthquake Resistance principle, and structure should possess multiple tracks and provide fortification against earthquakes line, it is to avoid because of part
Component damage and cause integral system to destroy, also require that simultaneously structure should possess necessity intensity, good change
Shape ability and energy dissipation capacity.The present invention supports plug-in type supporting bilateral plate node and uses multi-cavity steel tube concrete group
Zygostyle girder steel U-shaped rigid joint form, uses the mode of post and beam-ends isolation, by full-height side plate with
And the node connector that cover plate is constituted transmits beam-ends moment of flexure and shearing.When geological process, beam-ends is first
Plastic hinge occurs, consumes certain seismic energy and form first earthquake protection line, back shroud plasticity occurs
Hinge, dissipate seismic energy further, forms second earthquake protection line, and side plate ultimately forms plastic hinge, shape
Become the 3rd road earthquake protection line.Overall structure meets the design principle of " strong column and weak beam, the weak component of strong node ",
The energy-dissipating property of structure is relatively good.As shown in Figure 8, the hysteresis loop of node is full, does not has obvious pinch
Phenomenon, the energy dissipation capacity of node is good, and deformation is big, when coming earthquake, allows resident family have more escape time.
Above content is to combine concrete preferred embodiment further description made for the present invention, no
Can assert that the detailed description of the invention of the present invention is only limitted to this, for the ordinary skill of the technical field of the invention
For personnel, without departing from the inventive concept of the premise, it is also possible to make some simple reasonings or replacement,
All should be considered as belonging to the present invention and be determined scope of patent protection by the claims submitted to.
Claims (10)
1. one kind supports plug-in type supporting bilateral plate node, it is characterised in that: include multi-cavity steel tube concrete group
Zygostyle, and the reinforced H profile steel of multi-cavity steel tube concrete coupled column side it is horizontally fixed on by two blocks of side plates
Combination beam, the inclined angle in top along described reinforced H profile steel combination beam is inserted with to preset strengthens side plate
Supporting square tube, constitutes support plug-in type with reinforced H profile steel combination beam, multi-cavity steel tube concrete coupled column and props up
Support dual-sided board node.
A kind of support plug-in type supporting bilateral plate node the most according to claim 1, it is characterised in that:
Described reinforced H profile steel combination beam includes H profile steel, and setting between the section steel flange of H profile steel end
Two pieces of ribbed stiffeners, have a pair along the H profile steel web both sides connection inside ribbed stiffener and flush with H profile steel edge
Connector, H profile steel is respectively welded outside lower flange upper cover plate and lower cover.
A kind of support plug-in type supporting bilateral plate node the most according to claim 2, it is characterised in that:
Described connector is steel angle structure, bolt hole is distributed on the outer face of angle steel.
A kind of support plug-in type supporting bilateral plate node the most according to claim 2, it is characterised in that:
The width of described upper cover plate and lower cover is more than the width of lower flange in H profile steel.
A kind of support plug-in type supporting bilateral plate node the most according to claim 2, it is characterised in that:
Described ribbed stiffener is fixed on the web both sides of H profile steel.
A kind of support plug-in type supporting bilateral plate node the most according to claim 1, it is characterised in that:
Described side plate is the rectangular slab being provided with hypotenuse, and hypotenuse is located at two pieces and is clamped in multi-cavity steel tube concrete coupled column
The top of extension.
A kind of support plug-in type supporting bilateral plate node the most according to claim 1, it is characterised in that:
Described side plate is provided with the through hole corresponding with connector bolt hole.
A kind of support plug-in type supporting bilateral plate node the most according to claim 1, it is characterised in that:
The supporting square tube of described default reinforcement side plate includes supporting square tube, and is located at the left and right sides, supporting square tube end
Reinforcement side plate, left and right strengthen side plate be the rectangular slab that side, top cuts right angle, cutaway portion hypotenuse with
One the side laminating of support square tube, the base at the diagonal angle relatively cutting right angle portions is horizontally disposed with, by supporting square tube
It is retained as 30 ° of-60 ° of inclinations angle.
A kind of support plug-in type supporting bilateral plate node the most according to claim 8, it is characterised in that:
The width width more than supporting square tube of side plate is strengthened in described left and right.
10. according to a kind of support plug-in type supporting bilateral plate node described in any one of claim 1-9, its
It is characterised by: support plug-in type supporting bilateral plate node and supporting the multi-cavity steel tube concrete combination of plugging in fitting
Post support frame system is applied.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610341326.XA CN105863078B (en) | 2016-05-20 | 2016-05-20 | A kind of support plug-in type supporting bilateral plate node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610341326.XA CN105863078B (en) | 2016-05-20 | 2016-05-20 | A kind of support plug-in type supporting bilateral plate node |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105863078A true CN105863078A (en) | 2016-08-17 |
| CN105863078B CN105863078B (en) | 2018-10-12 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201610341326.XA Active CN105863078B (en) | 2016-05-20 | 2016-05-20 | A kind of support plug-in type supporting bilateral plate node |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108457373A (en) * | 2017-01-30 | 2018-08-28 | 积水住宅株式会社 | Load support component |
| CN109778661A (en) * | 2019-01-21 | 2019-05-21 | 浙江工业大学 | 3 adjustable steel truss formula T beam diaphragms |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1169764A (en) * | 1994-12-13 | 1998-01-07 | 大卫·L·霍顿 | Steel moment resisting foame beam-to-column connections |
| JP2000160678A (en) * | 1998-11-30 | 2000-06-13 | Daiwa House Ind Co Ltd | Eccentric connection structure for beam and column |
| US6138427A (en) * | 1998-08-28 | 2000-10-31 | Houghton; David L. | Moment resisting, beam-to-column connection |
| JP2001123528A (en) * | 1999-10-22 | 2001-05-08 | Taisei Corp | Jointing method for building member |
| CN203049798U (en) * | 2013-03-01 | 2013-07-10 | 金天德 | Connecting node of combined concrete filled steel tubular column and steel support |
| CN104481170A (en) * | 2014-12-16 | 2015-04-01 | 内蒙古杭萧钢构有限公司 | Multi-storey and high-rise steel structure house integrated system with pillars and walls in equal thickness |
| CN105178441A (en) * | 2015-09-18 | 2015-12-23 | 杭萧钢构股份有限公司 | Side plate type connection joint for steel beam and steel tube beam concrete shear wall |
| CN205637168U (en) * | 2016-05-20 | 2016-10-12 | 西安建筑科技大学 | Support two curb plate nodes of bayonet support |
-
2016
- 2016-05-20 CN CN201610341326.XA patent/CN105863078B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1169764A (en) * | 1994-12-13 | 1998-01-07 | 大卫·L·霍顿 | Steel moment resisting foame beam-to-column connections |
| US6138427A (en) * | 1998-08-28 | 2000-10-31 | Houghton; David L. | Moment resisting, beam-to-column connection |
| JP2000160678A (en) * | 1998-11-30 | 2000-06-13 | Daiwa House Ind Co Ltd | Eccentric connection structure for beam and column |
| JP2001123528A (en) * | 1999-10-22 | 2001-05-08 | Taisei Corp | Jointing method for building member |
| CN203049798U (en) * | 2013-03-01 | 2013-07-10 | 金天德 | Connecting node of combined concrete filled steel tubular column and steel support |
| CN104481170A (en) * | 2014-12-16 | 2015-04-01 | 内蒙古杭萧钢构有限公司 | Multi-storey and high-rise steel structure house integrated system with pillars and walls in equal thickness |
| CN105178441A (en) * | 2015-09-18 | 2015-12-23 | 杭萧钢构股份有限公司 | Side plate type connection joint for steel beam and steel tube beam concrete shear wall |
| CN205637168U (en) * | 2016-05-20 | 2016-10-12 | 西安建筑科技大学 | Support two curb plate nodes of bayonet support |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108457373A (en) * | 2017-01-30 | 2018-08-28 | 积水住宅株式会社 | Load support component |
| CN108457373B (en) * | 2017-01-30 | 2020-08-18 | 积水住宅株式会社 | Load support member |
| CN109778661A (en) * | 2019-01-21 | 2019-05-21 | 浙江工业大学 | 3 adjustable steel truss formula T beam diaphragms |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105863078B (en) | 2018-10-12 |
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