CN205776786U - A kind of support plug-in type beam column supporting bilateral plate node - Google Patents
A kind of support plug-in type beam column supporting bilateral plate node Download PDFInfo
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- CN205776786U CN205776786U CN201620468769.0U CN201620468769U CN205776786U CN 205776786 U CN205776786 U CN 205776786U CN 201620468769 U CN201620468769 U CN 201620468769U CN 205776786 U CN205776786 U CN 205776786U
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- 230000002146 bilateral Effects 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 117
- 239000010959 steel Substances 0.000 claims abstract description 117
- 239000000203 mixture Substances 0.000 claims abstract description 23
- 230000003014 reinforcing Effects 0.000 claims abstract description 18
- 230000002787 reinforcement Effects 0.000 claims description 24
- 239000003351 stiffener Substances 0.000 claims description 11
- 230000000875 corresponding Effects 0.000 claims description 3
- 238000010030 laminating Methods 0.000 claims description 3
- 230000000717 retained Effects 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims 1
- 238000005728 strengthening Methods 0.000 claims 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract description 8
- 239000000463 material Substances 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 6
- 238000010586 diagrams Methods 0.000 description 5
- 239000002689 soil Substances 0.000 description 5
- 238000000034 methods Methods 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 280000398338 Seismic companies 0.000 description 2
- 238000004458 analytical methods Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 239000002131 composite materials Substances 0.000 description 1
- 239000002537 cosmetics Substances 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000000725 suspensions Substances 0.000 description 1
Abstract
The utility model discloses a kind of support plug-in type beam column supporting bilateral plate node, including multi-cavity steel tube concrete coupled column, and the reinforced H profile steel combination beam of multi-cavity steel tube concrete coupled column side it is horizontally fixed on by two blocks of side plates, the inclined angle in top along described reinforced H profile steel combination beam is inserted with the supporting square tube of default reinforcing plate, and the supporting square tube presetting reinforcing plate constitutes support plug-in type beam column supporting bilateral plate node with reinforced H profile steel combination beam, multi-cavity steel tube concrete coupled column.This node, as the edge constraint component of whole steel core concrete column, can improve its bearing capacity and energy dissipation capacity and ductility；Site operation is convenient, saves material laborsaving.Steel pipe is used to have stronger effect of contraction to concrete, overall structure meets the design principle of " strong column and weak beam; the strong weak component of node ", node possesses multiple tracks and provides fortification against earthquakes line, avoid causing integral system to destroy because partial component destroys, also possess intensity, good deformability and the energy dissipation capacity of necessity simultaneously.
Description
Technical field
This utility model relates to a kind of support plug-in type beam column 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 a large amount of high levels are not
Break and emerge in large numbers.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, and i.e. steel pipe is to coagulation
The effect of contraction of soil makes concrete be in complex stress condition, so that the intensity of concrete is improved, plasticity and toughness are big
For improving.Meanwhile, after steel duct fill concrete, due to the supporting role of concrete, can avoid or delay steel pipe walls
Flexing.The combination of bi-material compensate for respective shortcoming so that material property gives 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 increasingly
High.Traditional circle or Concrete Filled Square Steel Tubes post, be generally not capable of being surrounded by body of wall completely, and suspension column is the most prominent
House interior, takies certain interior space so that furnishings and room are arranged by a definite limitation.Use square-section steel
Pipe concrete 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, and the constraint of core concrete is only limitted to by steel pipe
Angle point, more weak at periphery, bearing capacity is relatively low.Newel post is that the multi-cavity steel tube concrete coupled column of rectangular steel pipe is arranged at edge
Confining part is to improve its bearing capacity and energy dissipation capacity, and horizontally set is put more energy into box construct, shaft is divided into some chambers, makes
The effect of contraction of concrete is strengthened by steel plate, reduces the flakiness ratio of steel plate simultaneously, prevents or delay 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 coupled column constructing simple, cheap
Support plug-in type beam column supporting bilateral plate node, solve conventional post indoor and highlight the problem of corner angle, improve Multicarity steel pipe and mix
The bearing capacity of solidifying local soil type zygostyle and ductility.Delay or avoid the stiffness of structural member bearing capacity that causes due to steel pipe wallboard cripling and
The reduction of ductility, gives full play to the performance of material.Overall structure meets the design principle of " strong column and weak beam, the weak component of strong node ",
Node possesses multiple tracks and provides fortification against earthquakes line, possesses intensity, good deformability and the energy dissipation capacity of necessity.
To achieve these goals, this utility model have employed following technical scheme:
A kind of support plug-in type beam column supporting bilateral plate node, including multi-cavity steel tube concrete coupled column, and by two pieces
Side plate is horizontally fixed on the reinforced H profile steel combination beam of multi-cavity steel tube concrete coupled column side, along described reinforced H profile steel group
The inclined angle in top closing beam is inserted with the supporting square tube of default reinforcing plate, presets the supporting square tube of reinforcing plate and reinforced H
Shaped steel combination beam, multi-cavity steel tube concrete coupled column constitute support plug-in type beam column supporting bilateral plate node.
Further, described reinforced H profile steel combination bearing beam includes H profile steel, and between the section steel flange of H profile steel end
The two pieces of ribbed stiffeners arranged, connect along the H profile steel web both sides inside ribbed stiffener and have the connection flushed with H profile steel edge a pair
Part, 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, the rectangle of two pieces of clamping multi-cavity steel tube concrete coupled columns
Plate extends multi-cavity steel tube concrete coupled column edge, and hypotenuse is located at the top of extension.
Further, described side plate is provided with the through hole corresponding with connector bolt hole.
Further, the supporting square tube of described default reinforcing plate includes supporting square tube, and is located at about supporting square tube end
Side plate and the cover plate of upper and lower both sides are strengthened in the left and right of both sides, and left and right reinforcing plate is the rectangular slab that side, top cuts right angle, cuts
One the side laminating of part hypotenuse and supporting square tube, the base at the diagonal angle relatively cutting right angle portions is horizontally disposed with, by support side
Tube grip is 30 ° of-60 ° of inclinations angle.
Further, the width thickness more than supporting square tube of side plate is strengthened in described left and right；The cover plate of described upper and lower both sides is slightly
Width more than supporting square tube.
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, it is to avoid room
Inner prop highlights corner angle, it is possible to increase room usable floor area and aesthetic property.
2) reinforced H profile steel combination beam is strengthened side plate with presetting in supporting square tube both sides and presets reinforcement lid in upper and lower both sides
Plate, by reinforcing plate and plate-side plate welding, as the edge constraint component of whole steel core concrete column, can improve its bearing capacity and power consumption
Ability.
3) reinforced H profile steel combination beam and insert the supporting square tube presetting reinforcing plate between dual-sided board, more overall insert
Multi-cavity steel tube concrete coupled column, improves bearing capacity and the ductility of component.Site operation is convenient, does not damage multi-cavity steel tube coagulation
Local soil type's zygostyle, saves material laborsaving.
4) owing to using multi-cavity steel tube concrete coupled column, steel pipe has stronger effect of contraction to concrete, and shaft is overall
Bearing capacity and ductility 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 and provides fortification against earthquakes
Line, it is to avoid cause integral system to destroy because partial component destroys, also possess simultaneously necessary intensity, good deformability and
Energy dissipation capacity.
Accompanying drawing explanation
Fig. 1 is that this utility model supports plug-in type beam column 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)-(c) is the supporting square tube structural representation presetting reinforcing plate；
Fig. 5 (a)-(d) is that reinforced H profile steel combined support is mixed with the supporting square tube and multi-cavity steel tube inserting default reinforcing plate
Solidifying local soil type zygostyle node structure schematic diagram；
Fig. 6 is that this utility model applies the multi-cavity steel tube concrete coupled column support frame system supporting plugging in fitting to show
It is intended to；
Fig. 7 (a)-(c) is 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, the supporting square tube of reinforcing plate is preset；4-1, supporting square tube；
4-2, upper reinforcement cover plate；4-3, lower reinforcement cover plate；4-4, left reinforcement side plate；4-5, right 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 beam column supporting bilateral plate node, including multi-cavity steel tube concrete group
Zygostyle 1, and the reinforced H profile steel combination beam 3 of multi-cavity steel tube concrete coupled column 1 side it is horizontally fixed on by two blocks of side plates 2,
The inclined angle in top along described reinforced H profile steel combination beam 3 is inserted with the supporting square tube 4 of default reinforcing plate, presets and strengthens
The supporting square tube 4 of plate and reinforced H profile steel combination beam 3, multi-cavity steel tube concrete coupled column 1 constitute support plug-in type beam column and support
Dual-sided board node.
As shown in Fig. 2 (a)-(c), reinforced H profile steel combination beam 3 of the present utility model, including H profile steel 3-1, and at H
The two pieces of ribbed stiffener 3-3, ribbed stiffener 3-3 arranged between the section steel flange of shaped steel 3-1 end are welded on the web both sides of H profile steel 3-1,
The connector 3-5 flushed with H profile steel 3-1 edge it is welded with a pair along the H profile steel 3-1 web both sides inside ribbed stiffener 3-3,
Upper cover plate 3-2 and lower cover 3-4 it is respectively welded outside lower flange in H profile steel 3-1.Wherein, connector 3-5 is steel angle structure,
Bolt hole is distributed on the outer face of angle steel.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), multi-cavity steel tube concrete coupled column both sides of the present utility model are fixed with side plate 2, side plate
2 are provided with the through hole corresponding with connector 3-5 bolt hole.It is easy to be connected fixing with reinforced H profile steel combination bearing beam 3.Side
Plate 2 is the rectangular slab being provided with hypotenuse, and the rectangular slab of two pieces of clamping multi-cavity steel tube concrete coupled columns 1 extends multi-cavity steel tube coagulation
Local soil type's zygostyle edge, hypotenuse is located at the top of extension.
As shown in Fig. 4 (a)-(c), the supporting square tube 4 presetting reinforcing plate includes supporting square tube 4-1, and is located at support side
The left reinforcement side plate 4-4 and right reinforcement side plate 4-5 of the left and right sides, pipe 4-1 end, and it is located at upper and lower both sides, supporting square tube 4-1 end
Upper reinforcement cover plate 4-2 and lower strong cover plate 4-3；Wherein, left reinforcement side plate 4-4 and right reinforcement side plate 4-5 is that side, top cuts
The rectangular slab at right angle, mono-the side laminating of cutaway portion hypotenuse and supporting square tube 4-1, relatively cut the end at the diagonal angle of right angle portions
While be horizontally disposed with, supporting square tube 4-1 is retained as 30 ° of-60 ° of inclinations angle.Left reinforcement side plate 4-4 and the width of right reinforcement side plate 4-5
The degree width more than supporting square tube 4-1, the width of upper reinforcement cover plate 4-2 and the lower strong cover plate 4-3 width slightly larger than supporting square tube 4-1
Degree.
Supporting square tube 4-1 uses angle welding mode to be connected, so with upper reinforcement cover plate 4-2 and lower strong cover plate 4-3 respectively up and down
After left reinforcement side plate 4-4 is connected with upper reinforcement cover plate 4-2 and lower strong cover plate 4-3 with right reinforcement side plate 4-5.
As shown in Fig. 5 (a)-(d), support plug-in type beam column supporting bilateral plate node installation process of the present utility model is such as
Under:
1) first side plate 2 is positioned in the both sides of multi-cavity steel tube concrete coupled column 1, then use three skirt leg weld seam sides
Side plate is welded together by formula 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, will by tightening installation bolt
Reinforced H profile steel combination beam 3 is fixed with biside plate temporarily, is then welded with upper and lower cover plates and connector by side plate；
3) supporting square tube of the default reinforcing plate made in advance is inserted between biside plate, meet to preset and strengthen side plate
The hypotenuse of cutaway portion hypotenuse and biside plate that side plate 4-2 is strengthened in the left and right of supporting square tube is fitted completely, then uses penetration weld
Left and right is strengthened side plate 4-2 and is connected with both sides side plate by mode, completes to support the installation of plug-in type 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 concrete supporting plugging in fitting
Coupled column support frame system schematic diagram.On the list support this frame system, cant beam supports with horizontal beam.
This utility model supports plug-in type beam column supporting bilateral plate node can improve its bearing capacity and energy dissipation capacity.Due to
Reinforcement cover plate 4-2 and lower reinforcement cover plate 4-3, left reinforcement side plate 4-4 and right reinforcement side plate it is provided with in advance on supporting square tube 4-1
4-5, then by the supporting square tube of this default reinforcing plate to tilt inserted mode insertion multi-cavity steel tube concrete coupled column sidepiece, and
On-the-spot insertion cant beam (presetting the supporting square tube of reinforcing plate), which easy construction, do not damage multi-cavity steel tube concrete coupled column,
Province's material is laborsaving.
Support with multi-cavity steel tube concrete coupled column girder steel U-shaped rigid joint for row explanation this utility model below and insert
The mechanical property of formula beam column supporting bilateral plate node.
Utilizing ABAQUS software that node carries out finite element analysis, node post is the multi-cavity steel tube concrete group of 200x600
Zygostyle, beam uses the welding H-bar of H350x150x6x10, and at node, dual-sided board and cover sheet thickness are 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 to concrete, shaft entirety
Bearing capacity and ductility are relatively good, it is achieved that the design requirement of strong column and weak beam.Multi-cavity steel tube concrete coupled column girder steel U-shaped
The destruction order of rigid joint is as shown in Fig. 7 (a)-(c) institute.When external force action is bigger, away from node bonding pad beam-ends A first
Occur shown in plastic hinge Fig. 7 (a), Internal Force Redistribution, the bearing power increase of structure；Along with the increase of external force, beam cover plate B is prior to side
Plate occurs shown in plastic hinge Fig. 7 (b)；Finally destroying as shown in Fig. 7 (c) of structure, beam-ends edge of a wing flexing, upper and lower sides C is big for side plate
Area is surrendered, but side plate does not forms plastic hinge, and structure still has certain energy dissipation capacity, meets the design of the weak component of strong node
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 part structure
Part destroys and causes integral system to destroy, and also requires that structure should possess intensity, good deformability and the power consumption of necessity simultaneously
Ability.This utility model supports plug-in type beam column supporting bilateral plate node and uses multi-cavity steel tube concrete coupled column girder steel U-shaped
Rigid joint form, uses the mode of post and beam-ends isolation, and the node connector consisted of full-height side plate and cover plate comes
Transmission beam-ends moment of flexure and shearing.When geological process, first beam-ends there is plastic hinge, consumes certain seismic energy and forms the
One earthquake protection line, back shroud plastic hinge occurs, dissipate seismic energy further, formed second earthquake protection line, side
Plate ultimately forms plastic hinge, forms the 3rd road earthquake protection line.Overall structure meets setting of " strong column and weak beam, the weak component of strong node "
Meter 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 obvious 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 is impossible to
Assert that detailed description of the invention of the present utility model is only limitted to this, for this utility model person of an ordinary skill in the technical field
For, without departing from the concept of the premise utility, it is also possible to make some simple reasonings or replacement, all should be considered as
Belong to this utility model and determined scope of patent protection by the claims submitted to.
Claims (9)
1. one kind supports plug-in type beam column supporting bilateral plate node, it is characterised in that: include multi-cavity steel tube concrete coupled column, and
The reinforced H profile steel combination beam of multi-cavity steel tube concrete coupled column side it is horizontally fixed on, along described reinforcement by two blocks of side plates
The inclined angle in top of type H profile steel combination beam is inserted with the supporting square tube of default reinforcing plate, presets the supporting square tube of reinforcing plate
Constitute with reinforced H profile steel combination beam, multi-cavity steel tube concrete coupled column and support plug-in type beam column supporting bilateral plate node.
Support plug-in type beam column supporting bilateral plate node the most according to claim 1, it is characterised in that: described reinforced H
Shaped steel combination beam includes H profile steel, and the two pieces of ribbed stiffeners arranged between the section steel flange of H profile steel end, inside ribbed stiffener
H profile steel web both sides connect have the connector flushed with H profile steel edge a pair, H profile steel is welded outside lower flange respectively
It is connected to upper cover plate and lower cover.
Support plug-in type beam column supporting bilateral plate node the most according to claim 2, it is characterised in that: described connector is
Steel angle structure, is distributed bolt hole on the outer face of angle steel.
Support plug-in type beam column supporting bilateral plate node the most according to claim 2, it is characterised in that: described upper cover plate and
The width of lower cover is more than the width of lower flange in H profile steel.
Support plug-in type beam column supporting bilateral plate node the most according to claim 2, it is characterised in that: described ribbed stiffener is solid
It is scheduled on the web both sides of H profile steel.
Support plug-in type beam column supporting bilateral plate node the most according to claim 1, it is characterised in that: described side plate is for setting
The rectangular slab of hypotenuse, the rectangular slab of two pieces of clamping multi-cavity steel tube concrete coupled columns is had to extend multi-cavity steel tube concrete coupled column
Edge, hypotenuse is located at the top of extension.
Support plug-in type beam column 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 beam column supporting bilateral plate node the most according to claim 1, it is characterised in that: described default reinforcement
The supporting square tube of plate includes supporting square tube, and is located at the reinforcement side plate of the left and right sides, supporting square tube end and adding of upper and lower both sides
Strong cover 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 one side of supporting square tube
Laminating, the base at the diagonal angle relatively cutting right angle portions is horizontally disposed with, and supporting square tube is retained as 30 ° of-60 ° of inclinations angle.
Support plug-in type beam column supporting bilateral plate node the most according to claim 8, it is characterised in that: described left and right is strengthened
The width of side plate is more than the thickness of supporting square tube；The cover plate of strengthening of described upper and lower both sides is slightly larger than the width of supporting square tube.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620468769.0U CN205776786U (en) | 2016-05-20 | 2016-05-20 | A kind of support plug-in type beam column supporting bilateral plate node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620468769.0U CN205776786U (en) | 2016-05-20 | 2016-05-20 | A kind of support plug-in type beam column supporting bilateral plate node |
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| CN205776786U true CN205776786U (en) | 2016-12-07 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821976A (en) * | 2016-05-20 | 2016-08-03 | 西安建筑科技大学 | Supporting inserted type beam column supporting two-sided plate joint |
-
2016
- 2016-05-20 CN CN201620468769.0U patent/CN205776786U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821976A (en) * | 2016-05-20 | 2016-08-03 | 西安建筑科技大学 | Supporting inserted type beam column supporting two-sided plate joint |
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