CN205637168U - Support two curb plate nodes of bayonet support - Google Patents
Support two curb plate nodes of bayonet support Download PDFInfo
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- CN205637168U CN205637168U CN201620469057.0U CN201620469057U CN205637168U CN 205637168 U CN205637168 U CN 205637168U CN 201620469057 U CN201620469057 U CN 201620469057U CN 205637168 U CN205637168 U CN 205637168U
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Abstract
The utility model discloses a support two curb plate nodes of bayonet support, including multicavity steel pipe -concrete composite post, and fix the strenghthened type H steel beam in multicavity steel pipe -concrete composite post one side through two curb plate levels, follow strenghthened type H steel beam's top is inclination and inserts support side's pipe of predetermineeing the reinforcing plate, constitutes support two curb plate nodes of bayonet support with strenghthened type H shaped steel combined supporting, multicavity steel pipe -concrete composite post. This node can improve its bearing capacity and power consumption ability and ductility as the edge restraining component of whole steel core concrete column, on -the -spot construction convenience does not harm multicavity steel pipe -concrete composite post, and it is laborsaving to economize the material. Adopt the steel pipe to have a stronger constraining effect to the concrete, overall structure satisfies the design principle of " strong column and weak beam, the weak component of strong joint ", and the node possesses the multichannel line of providing fortification against earthquakes, avoids destroying because of some member broken lead to whole system, and the while also possesses necessary intensity, good deformability and power consumption ability.
Description
Technical field
This utility model relates to a kind of support plug-in type supporting bilateral plate node, is mainly used in building structure
The concrete filled steel tube coupled column of multilayer structure.
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.
Utility model content
The purpose of this utility model is to provide a kind of band ribbed stiffener concrete filled steel tube constructing simple, cheap
The support plug-in type supporting bilateral plate node of coupled column, solves conventional post indoor and highlights the problem of corner angle, improve
The bearing capacity of Multicarity concrete filled steel tube coupled column and ductility.Delay or avoid due to steel pipe wallboard cripling
The stiffness of structural member bearing capacity caused and the reduction of ductility, give full play to the performance of material.Overall structure meets " strong
The weak beam of post, the weak component of strong node " design principle, node possesses multiple tracks and provides fortification against earthquakes line, possesses necessity
Intensity, good deformability and energy dissipation capacity.
To achieve these goals, this utility model have employed 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.
This utility model supports plug-in type supporting bilateral plate node and can mix at the multi-cavity steel tube supporting plugging in fitting
Solidifying local soil type zygostyle support frame system is applied.
This utility model 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 this utility model 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 this utility model is applied in the multi-cavity steel tube concrete coupled column support frame supporting plugging in fitting
System 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, this utility model is described in further details.
As it is shown in figure 1, this utility model supports plug-in type supporting bilateral plate node, including multi-cavity steel tube coagulation
Local soil type's zygostyle 1, and the reinforcement of multi-cavity steel tube concrete coupled column 1 side it is horizontally fixed on by two blocks of side plates 2
Type H profile steel combination beam 3, the inclined angle in top along described reinforced H profile steel combination beam 3 is inserted with default
Strengthen the supporting square tube 4 of side plate, preset the supporting square tube 4 strengthening side plate and reinforced H profile steel combination beam 3,
Multi-cavity steel tube concrete coupled column 1 constitutes support plug-in type supporting bilateral plate node.
As shown in Fig. 2 (a)-(c), reinforced H profile steel combination bearing beam 3 of the present utility model, including H
Shaped steel 3-1, and the two pieces of ribbed stiffener 3-3 arranged between the section steel flange of H profile steel 3-1 end, ribbed stiffener
3-3 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
It is connected to the connector 3-5 flushed with H profile steel 3-1 edge a pair, H profile steel 3-1 is divided outside lower flange
It is not welded with upper cover plate 3-2 and lower cover 3-4.Wherein, connector 3-5 is steel angle structure, the outer end of angle steel
Bolt hole is distributed on face.The width of described upper cover plate 3-2 and lower cover 3-4 is upper and lower more than H profile steel 3-1
The width on the edge of a wing.
As shown in Fig. 3 (a)-(b), multi-cavity steel tube concrete coupled column both sides of the present utility model 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 is fixing to be connected.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
The top of the extension of pipe concrete 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 of support plug-in type supporting bilateral plate node of the present utility model
Process is 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 this utility model is applied at the multi-cavity steel tube supporting plugging in fitting
Concrete combination column support frame system schematic diagram.Cant beam and horizontal beam on the list support this frame system
Support.
This utility model supports plug-in type supporting bilateral plate node can improve its bearing capacity and energy dissipation capacity.By
On two blocks of side plates 2, it is provided with support upper cover plate 4 and support lower cover 6 in advance, then supporting square tube 5 is inserted
Mode, and with insert cant beam (supporting square tube 5) easy construction at the scene, do not damage multi-cavity steel tube concrete group
Zygostyle, saves material laborsaving.
Prop up with multi-cavity steel tube concrete coupled column girder steel U-shaped rigid joint for row explanation this utility model below
The mechanical property of support plug-in type 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.
This utility model 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
Partial component is destroyed and is caused integral system to destroy, also requires that structure should possess the intensity, well of necessity simultaneously
Deformability and energy dissipation capacity.This utility model supports plug-in type supporting bilateral plate node and uses multi-cavity steel tube
Combined concrete pole steel beam U-shaped rigid joint form, uses the mode of post and beam-ends isolation, passes through overall height
The node connector that degree side plate and cover plate are constituted transmits beam-ends moment of flexure and shearing.When geological process,
First beam-ends there is plastic hinge, consumes certain seismic energy and forms first earthquake protection line, back shroud
Plastic hinge occur, dissipate seismic energy further, forms second earthquake protection line, and side plate ultimately forms to be moulded
Property hinge, formed the 3rd road earthquake protection line.Overall structure meets " strong column and weak beam, the weak component of strong node "
Design principle, the energy-dissipating property of structure is relatively good.As shown in Figure 8, the hysteresis loop of node is full, does not has
Significantly Draw shrinkage, 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 implementation further detailed description of the utility model,
It cannot be assumed that detailed description of the invention of the present utility model is only limitted to this, for this utility model art
Those of ordinary skill for, without departing from the concept of the premise utility, it is also possible to make some letters
Single reasoning or replacement, all should be considered as belonging to this utility model and be determined patent by the claims submitted to
Protection domain.
Claims (9)
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.
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 two pieces arranged between the section steel flange of H profile steel end
Ribbed stiffener, connects along the H profile steel web both sides inside ribbed stiffener and has the company flushed with H profile steel edge a pair
Fitting, is respectively welded upper cover plate and lower cover in H profile steel outside lower flange.
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.
Support plug-in type supporting bilateral plate node the most according to claim 2, it is characterised in that: described
The width of upper cover plate and lower cover is more than the width of lower flange in H profile steel.
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.
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 of extensions being clamped in multi-cavity steel tube concrete coupled column
The top of section.
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.
Support plug-in type supporting bilateral plate node the most according to claim 1, it is characterised in that: described
The supporting square tube presetting reinforcement side plate includes supporting square tube, and is located at adding of the left and right sides, supporting square tube end
Strong side plate, it is the rectangular slab that side, top cuts right angle that side plate is strengthened in left and right, cutaway portion hypotenuse and support side
One side laminating of pipe, the base at the diagonal angle relatively cutting right angle portions is horizontally disposed with, and is clamped by supporting square tube
It is 30 ° of-60 ° of inclinations angle.
Support plug-in type supporting bilateral plate node the most according to claim 8, it is characterised in that: described
The width width more than supporting square tube of side plate is strengthened in left and right.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620469057.0U CN205637168U (en) | 2016-05-20 | 2016-05-20 | Support two curb plate nodes of bayonet support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620469057.0U CN205637168U (en) | 2016-05-20 | 2016-05-20 | Support two curb plate nodes of bayonet support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205637168U true CN205637168U (en) | 2016-10-12 |
Family
ID=57055141
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620469057.0U Active CN205637168U (en) | 2016-05-20 | 2016-05-20 | Support two curb plate nodes of bayonet support |
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| Country | Link |
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| CN (1) | CN205637168U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863078A (en) * | 2016-05-20 | 2016-08-17 | 西安建筑科技大学 | Support inserting type support bilateral plate node |
-
2016
- 2016-05-20 CN CN201620469057.0U patent/CN205637168U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863078A (en) * | 2016-05-20 | 2016-08-17 | 西安建筑科技大学 | Support inserting type support bilateral plate node |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |