CN205637140U - Support multicavity steel pipe -concrete composite post braced frame system of flat push assembly - Google Patents
Support multicavity steel pipe -concrete composite post braced frame system of flat push assembly Download PDFInfo
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- CN205637140U CN205637140U CN201620468549.8U CN201620468549U CN205637140U CN 205637140 U CN205637140 U CN 205637140U CN 201620468549 U CN201620468549 U CN 201620468549U CN 205637140 U CN205637140 U CN 205637140U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 239
- 239000010959 steel Substances 0.000 title claims abstract description 239
- 239000002131 composite material Substances 0.000 title abstract 7
- 239000002689 soil Substances 0.000 claims description 4
- 239000003351 stiffener Substances 0.000 claims description 4
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 7
- 210000001320 hippocampus Anatomy 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 230000033228 biological regulation Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000008447 perception Effects 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 238000003079 width control Methods 0.000 description 1
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Abstract
The utility model discloses a support multicavity steel pipe -concrete composite post braced frame system of flat push assembly, including the first multicavity steel pipe -concrete composite post, second multicavity steel pipe -concrete composite post and the third multicavity steel pipe -concrete composite post that from left to right distribute in proper order, be equipped with a plurality of H shaped steel roof beams between first multicavity steel pipe -concrete composite post and the second multicavity steel pipe -concrete composite post, respectively a H shaped steel roof beam distributes under to from last in proper order, is equipped with first support square steel and second support square steel between upper and lower two the 1st adjacent H shaped steel roof beams. The utility model discloses a long service life, observability is better to simple structure, the rigidity of frame is stronger, construction convenience.
Description
Technical field
This utility model relates to a kind of frame system, is specifically related to a kind of multi-cavity supporting horizontal sliding assembling
Concrete filled steel tube coupled column support frame system.
Background technology
China " rectangular steel tube with concrete infilled technical regulation " (GECS159:2004) carries at present
Confession for steel tubular beam Column border node one Pin framework mainly by the joint of the form such as internal partition formula, outer shroud be board-like
Point.But up to the present, in prior art, concrete filled steel tube coupled column is connected existence with steel beam joint
Following deficiency:
1), when the edge of a wing of the internal partition in connection with inner diaphragm and beam is in same level, node is full
The requirement of foot rigid joint, but this node could use when tubing string limit is longer.Because working as the length of side
Not only weld difficulty time less, and would interfere with pipe inner concrete and pour, additionally flange of beam with interior every
Plate is at post jamb same place both sides melt-through weld, and weld seam second-rate, it is residual that steel produce bigger welding
Residue stress so that the steel at node easily produce layering or brittle break, and then reduce framework
Service life.
2) architectural appearance and use are affected.Such as outer ring plate node, this node construction is simple, power transmission is bright
Really, do not limited by the steel pipe length of side, but need sufficiently large horizontal ring flat-plate to ensure the intensity of node,
Steel using amount is bigger than inner diaphragm joint.And when being applied to edge-corner column, horizontal ring flat-plate not only hinders wallboard
Install, and cause reinforcing ring to highlight elevation of building so that at indoor and outdoor node, have salient angle, impact
Perception, needs to solve by decoration or furred ceiling.
3) Frames Joints mechanical property and the simplification of construction, economy can not be satisfactory to both parties.In reality
In application, some node type mechanical property is preferable, the integral rigidity of framework, but material is used
Amount is big, construction complexity.
Utility model content
The purpose of this utility model is the shortcoming overcoming above-mentioned prior art, it is provided that a kind of support
The multi-cavity steel tube concrete coupled column support frame system of horizontal sliding assembling, the use longevity of this frame system
Life is long, and ornamental is preferable, and simple in construction, and the rigidity of framework is relatively strong, easy construction.
For reaching above-mentioned purpose, the multi-cavity steel tube coagulation of support horizontal sliding described in the utility model assembling
Local soil type's zygostyle support frame system includes the first multi-cavity steel tube concrete group being from left to right sequentially distributed
Zygostyle, the second multi-cavity steel tube concrete coupled column and the 3rd multi-cavity steel tube concrete coupled column, first
It is provided with some first between multi-cavity steel tube concrete coupled column and the second multi-cavity steel tube concrete coupled column
H profile steel beam, each first H profile steel beam is sequentially distributed from top to bottom, neighbouring two H types
Being provided with the first support square steel and second between girder steel and support square steel, wherein, first supports the upper of square steel
End and second supports the upper end of square steel with the middle part of top the first H profile steel beam by the first fixture phase
Connecting, first supports the lower end of square steel and one end of lower section the first H profile steel beam and the first multi-cavity steel tube
The side of concrete combination column is connected by the second fixture, second support square steel lower end with under
The other end of side's the first H profile steel beam and the side of the second multi-cavity steel tube concrete coupled column are by the 3rd
Fixture is connected；
It is provided with between second multi-cavity steel tube concrete coupled column and the 3rd multi-cavity steel tube concrete coupled column
Some second H profile steel beams, wherein, each second H profile steel beam is sequentially distributed from top to bottom, and second
One end of H profile steel beam is connected with the side of the second multi-cavity steel tube concrete coupled column, the 2nd H type
The other end of girder steel and the side of the 3rd multi-cavity steel tube concrete coupled column are connected.
By the 4th fixture phase between second H profile steel beam and the second multi-cavity steel tube concrete coupled column
Connect；By the 5th fixture between second H profile steel beam and the 3rd multi-cavity steel tube concrete coupled column
It is connected.
Described 4th fixture include the first upper cover plate, the first bottom plate, the first angle cleat,
Two angle cleats, the first side plate and the second side plate, the first upper cover plate is fixed in the second H profile steel beam
The top of top flange, the first bottom plate is fixed on the bottom of lower flange in the second H profile steel beam, and first
The front of the second multi-cavity steel tube concrete coupled column, the second side plate one are fixed in the side of side plate one end
The back side of the second multi-cavity steel tube concrete coupled column is fixed in the side of end, and the first side plate is just to second
Side plate, the side that the end of the second H profile steel beam extend into the first side plate other end is another with the second side plate
Between the side of one end, the first angle cleat and the second angle cleat are fixed in the second H profile steel beam
The both sides of web, the first bolt passes the first side plate and the first angle cleat by the first side plate and first
Angle cleat is connected, and the second bolt passes the second angle cleat and the second side plate by the second joint angle
Steel and the second side plate are connected.
The width of the first upper cover plate is less than the spacing between the first side plate and the second side plate, the first subiculum
The width of plate is more than the spacing between the first side plate and the second side plate.
Described 5th fixture include the second upper cover plate, the second bottom plate, the 3rd angle cleat,
Four angle cleats, the 3rd side plate and the 4th side plate, the second upper cover plate is fixed in the second H profile steel beam
The top of top flange, the second bottom plate is fixed on the bottom of lower flange in the second H profile steel beam, and the 3rd
The front of the 3rd multi-cavity steel tube concrete coupled column, the 4th side plate one are fixed in the side of side plate one end
The back side of the 3rd multi-cavity steel tube concrete coupled column is fixed in the side of end, and the 3rd side plate is just to the 4th
Side plate, the side that the end of the second H profile steel beam extend into the 3rd side plate other end is another with the 4th side plate
Between the side of one end, the 3rd angle cleat and the 4th angle cleat are fixed in the second H profile steel beam
The both sides of web, the 3rd bolt passes the 3rd side plate and the 3rd angle cleat by the 3rd side plate and the 3rd
Angle cleat is connected, and the 4th bolt passes the 4th angle cleat and the 4th side plate by the 4th joint angle
Steel and the 4th side plate are connected.
The width of the second upper cover plate is less than the spacing between the 3rd side plate and the 4th side plate, the second subiculum
The width of plate is more than the spacing between the 3rd side plate and the 4th side plate.
Described second fixture includes the 5th side plate, the 6th side plate, the first support upper cover plate and first
Supporting lower cover, the side of the 5th side plate one end and the side of the 6th side plate one end are fixed on more than first
Concrete filled steel tube coupled column front, chamber and the back side, the first support upper cover plate and first supports lower cover and inserts
Enter between the side of the 5th side plate other end and the side of the 6th side plate other end, the first support side
Steel is inserted in the first support upper cover plate and first and supports between lower cover.
Described 3rd fixture include heptalateral plate, the 8th side plate, second support upper cover plate, second
The side supporting lower cover, the side of heptalateral plate one end and the 8th side plate one end is fixed on more than second
Concrete filled steel tube coupled column front, chamber and the back side, the second support upper cover plate and second supports lower cover and inserts
Enter between the side of the heptalateral plate other end and the side of the 8th side plate other end, the second support side
Steel is inserted in the second support upper cover plate and second and supports between lower cover.
First fixture include the 9th side plate, the tenth side plate, stiffener, the 3rd support upper cover plate,
3rd supports lower cover, the 4th support upper cover plate and the 4th support lower cover, wherein, the 9th side plate
The side of upper end and the side of the tenth side plate upper end are individually fixed in front and the back of the body of the first H profile steel beam
Face, the 3rd supports under lower cover, the 3rd support upper cover plate, the 4th support upper cover plate and the 4th support
Cover plate is sequentially inserted between the side and the side of the tenth side plate lower end of the 9th side plate lower end, and first
Supporting square steel to be inserted between the 3rd support lower cover and the 3rd support upper cover plate, second supports square steel
It is inserted in the 4th support upper cover plate and the 4th to support between lower cover.
Described first multi-cavity steel tube concrete coupled column, the second multi-cavity steel tube concrete coupled column and
The cross section of three multi-cavity steel tube concrete coupled columns is and is rectangle shape.
This utility model has the advantages that
The multi-cavity steel tube concrete coupled column support frame of support horizontal sliding described in the utility model assembling
System includes the first multi-cavity steel tube concrete coupled column, the second multi-cavity steel tube concrete coupled column and
Three multi-cavity steel tube concrete coupled columns, the first multi-cavity steel tube concrete coupled column and the second multi-cavity steel tube
It is connected by some first H profile steel beams between concrete combination column, the second multi-cavity steel tube concrete
It is connected by the second H profile steel beam between coupled column and the 3rd multi-cavity steel tube concrete coupled column, many
Chamber concrete filled steel tube coupled column can weld in the factory, it is to avoid owing to scene uses traditional
Penetration weld is welded, it is ensured that weldquality, thus improves the service life of framework.Neighbouring
Two the first H profile steel beams between be provided with the first support square steel and second and support square steel, wherein first
Supporting square steel, the second support square steel and the first H profile steel beam and form a K node, bearing capacity is relatively
By force.This utility model is based on multi-cavity steel tube concrete coupled column simultaneously, when making, permissible
The thickness of the width control system multi-cavity steel tube concrete coupled column according to body of wall, so that this utility model
The consistency of thickness of thickness and body of wall, it is to avoid having salient angle at indoor and outdoor node, ornamental is preferable, with
Time multi-cavity steel tube concrete coupled column mechanical property preferable, so that this utility model has preferably
Rigidity, it addition, when construction, only need to by multi-cavity steel tube concrete coupled column, H profile steel beam and
Support square steel to connect, construct relatively simple.
Further, the first side plate and the second side plate are fixed on the front of multi-cavity steel tube concrete coupled column
And the back side, thus effectively ensure the integrity of multi-cavity steel tube concrete coupled column, it is simple to Multi-cavity steel
Pouring of pipe concrete coupled column.
Further, owing to the first H profile steel beam is by the first upper cover plate, the first bottom plate and first
Moment of flexure Shear transfer is given the first side plate and the second side plate by angle cleat and the second angle cleat so that
First H profile steel beam can separate with the second multi-cavity steel tube concrete coupled column, decreases the 2nd H type
The clear span of girder steel, can reduce the second H profile steel depth of beam to a certain extent, meets house and uses
The family demand to residential function.
Further, the second fixture include the 5th side plate, the 6th side plate, first support upper cover plate and
First supports lower cover, and the first support upper cover plate and first supports lower cover and is inserted in the 5th side plate
Between the side of side and the 6th side plate, first supports square steel is inserted in the first support upper cover plate and the
One supports between lower cover, as the whole first edge-restraint condition supporting square steel, can improve it
Bearing capacity and energy dissipation capacity.Construct more convenient simultaneously, do not damage the first multi-cavity steel tube concrete
Coupled column, saves material laborsaving, it is adaptable to small-sized concrete filled steel tube coupled column.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of the 4th fixture in this utility model；
Fig. 3 is the structural representation of the second fixture in this utility model；
Fig. 4 is the structural representation of the first fixture in this utility model.
Wherein, 11 it is the first multi-cavity steel tube concrete coupled column, 12 is the second multi-cavity steel tube concrete
Coupled column, 13 be the 3rd multi-cavity steel tube concrete coupled column, 21 be the first H profile steel beam, 22 be
Second H profile steel beam, 31 be the first side plate, 32 be the second side plate, 33 be the 5th side plate, 34 be
6th side plate, 35 be the 9th side plate, 36 be the tenth side plate, 4 be the first upper cover plate, 5 be first
Bottom plate, 6 be the first angle cleat, 7 be the first bolt, 81 be the first support upper cover plate, 82
Be the first support lower cover, 83 be the 3rd support lower cover, 84 be the 3rd support upper cover plate, 85
Be the 4th support upper cover plate, 86 be the 4th support lower cover, 91 be the first support square steel, 92 be
Second support square steel, 10 be stiffener.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model is described in further detail:
With reference to Fig. 1, Fig. 2, Fig. 3 and Fig. 4, this utility model supports the multi-cavity steel tube of horizontal sliding assembling
Concrete combination column support frame system includes the first multi-cavity steel tube coagulation being from left to right sequentially distributed
Local soil type's zygostyle the 11, second multi-cavity steel tube concrete coupled column 12 and the 3rd multi-cavity steel tube concrete group
Zygostyle 13, the first multi-cavity steel tube concrete coupled column 11 and the second multi-cavity steel tube concrete coupled column
Being provided with some first H profile steel beams 21 between 12, each first H profile steel beam 21 divides the most successively
Cloth, is provided with the first support square steel 91 and second between neighbouring two the first H profile steel beams 21
Support square steel 92, wherein, first support the upper end of square steel 91 and second support the upper end of square steel 92 with
The middle part of top the first H profile steel beam 21 is connected by the first fixture, and first supports square steel 91
One end of lower end and lower section the first H profile steel beam 21 and the first multi-cavity steel tube concrete coupled column 11
Side be connected by the second fixture, second supports lower end and lower section the oneth H of square steel 92
The other end of section steel beam 21 and the side of the second multi-cavity steel tube concrete coupled column 12 are solid by the 3rd
Locking member is connected；Second multi-cavity steel tube concrete coupled column 12 and the combination of the 3rd multi-cavity steel tube concrete
Being provided with some second H profile steel beams 22 between post 13, wherein, each second H profile steel beam 22 is from upper
It is sequentially distributed under to, and one end of the second H profile steel beam 22 is combined with the second multi-cavity steel tube concrete
The side of post 12 is connected, the other end of the second H profile steel beam 22 and the 3rd multi-cavity steel tube concrete
The side of coupled column 13 is connected.
Between second H profile steel beam 22 and the second multi-cavity steel tube concrete coupled column 12 by the 4th admittedly
Locking member is connected；Lead between second H profile steel beam 22 and the 3rd multi-cavity steel tube concrete coupled column 13
Cross the 5th fixture to be connected；4th fixture include first upper cover plate the 4, first bottom plate 5,
One angle cleat the 6, second angle cleat, the first side plate 31 and the second side plate 32, the first upper cover plate
4 are fixed on the top of top flange in the second H profile steel beam 22, and the first bottom plate 5 is fixed on the 2nd H
The bottom of lower flange in section steel beam 22, the second Multi-cavity steel is fixed in the side of first side plate 31 one end
The front of pipe concrete coupled column 12, the second Multi-cavity steel is fixed in the side of second side plate 32 one end
The back side of pipe concrete coupled column 12, the first side plate 31 is just to the second side plate 32, the second H profile steel
The end of beam 22 extend into the side of first side plate 31 other end and the side of second side plate 32 other end
Between face, the first angle cleat 6 and the second angle cleat are fixed on the second H profile steel beam 22 midfield
The both sides of plate, the first bolt 7 passes the first side plate 31 and the first angle cleat 6 by the first side plate
31 are connected with the first angle cleat 6, and the second bolt passes the second angle cleat and the second side plate 32
Second angle cleat and the second side plate 32 are connected；The width of the first upper cover plate 4 is less than the first side
Spacing between plate 31 and the second side plate 32, the width of the first bottom plate 5 is more than the first side plate 31
And the spacing between the second side plate 32.5th fixture include the second upper cover plate, the second bottom plate,
3rd angle cleat, the 4th angle cleat, the 3rd side plate and the 4th side plate, the second upper cover plate is fixed
The top of top flange in the second H profile steel beam 22, the second bottom plate is fixed on the second H profile steel beam
The bottom of lower flange in 22, the 3rd multi-cavity steel tube concrete group is fixed in the side of the 3rd side plate one end
The front of zygostyle 13, the 3rd multi-cavity steel tube concrete coupled column is fixed in the side of the 4th side plate one end
The back side of 13, the 3rd side plate is just to the 4th side plate, and the end of the second H profile steel beam 22 extend into
Between side and the side of the 4th side plate other end of the three side plate other ends, the 3rd angle cleat and
Four angle cleats are fixed on the both sides of the second H profile steel beam 22 median ventral plate, and the 3rd bolt passes the 3rd
3rd side plate and the 3rd angle cleat are connected by side plate and the 3rd angle cleat, and the 4th bolt passes
4th angle cleat and the 4th side plate are connected by the 4th angle cleat and the 4th side plate；Second upper cover
The width of plate is less than the spacing between the 3rd side plate and the 4th side plate, and the width of the second bottom plate is more than
Spacing between 3rd side plate and the 4th side plate.
Described second fixture includes that the 5th side plate the 33, the 6th side plate 34, first supports upper cover plate
81 and first support lower cover 8, the side of the 5th side plate 33 one end and the 6th side plate 34 one end
First multi-cavity steel tube concrete coupled column 11 front and the back side is fixed in side, and first supports upper cover plate
81 and first support lower cover 82 is inserted in side and the 6th side plate 34 of the 5th side plate 33 other end
Between the side of the other end, first supports square steel 91 is inserted in the first support upper cover plate 81 and first
Support between lower cover 82.
Described 3rd fixture include heptalateral plate, the 8th side plate, second support upper cover plate, second
The side supporting lower cover, the side of heptalateral plate one end and the 8th side plate one end is fixed on more than second
Concrete filled steel tube coupled column 12 front, chamber and the back side, second supports upper cover plate and second supports lower cover
Being inserted between the side of the heptalateral plate other end and the side of the 8th side plate other end, second supports
Square steel 92 is inserted in the second support upper cover plate and second and supports between lower cover.
First fixture includes the 9th side plate the 35, the tenth side plate 36, stiffener the 10, the 3rd support
Upper cover plate the 84, the 3rd supports lower cover the 83, the 4th and supports upper cover plate 85 and the 4th support lower cover
86, wherein, the side of the 9th side plate 35 upper end and the side of the tenth side plate 36 upper end are fixed respectively
In front and the back side of the first H profile steel beam 21, the 3rd supports lower cover the 83, the 3rd supports upper cover
Plate the 84, the 4th supports upper cover plate 85 and the 4th support lower cover 86 is sequentially inserted in the 9th side plate 35
Between side and the side of the tenth side plate 36 lower end of lower end, first supports square steel 91 is inserted in the
Three support lower covers 83 and the 3rd supports between upper cover plate 84, and second supports square steel 92 is inserted in the
Four support upper cover plate 85 and the 4th supports between lower cover 86.
Described first multi-cavity steel tube concrete coupled column the 11, second multi-cavity steel tube concrete coupled column 12
And the 3rd the cross section of multi-cavity steel tube concrete coupled column 13 be and be rectangle shape.
Above content be combine that this utility model made by concrete preferred implementation the most in detail
Describe in detail bright, it is impossible to assert that detailed description of the invention of the present utility model is only limitted to this, new for this practicality
For type person of an ordinary skill in the technical field, in the premise conceived without departing from this utility model
Under, it is also possible to make some simple reasonings or replacement, all should be considered as belonging to this utility model by
The claims submitted to determine scope of patent protection.
Claims (10)
1. supporting a multi-cavity steel tube concrete coupled column support frame system for horizontal sliding assembling, it is special
Levy and be, including the first multi-cavity steel tube concrete coupled column (11) being from left to right sequentially distributed,
Two multi-cavity steel tube concrete coupled columns (12) and the 3rd multi-cavity steel tube concrete coupled column (13), the
Between one multi-cavity steel tube concrete coupled column (11) and the second multi-cavity steel tube concrete coupled column (12)
Being provided with some first H profile steel beams (21), each first H profile steel beam (21) is sequentially distributed from top to bottom,
The first support square steel (91) and second it is provided with between neighbouring two the first H profile steel beams (21)
Support square steel (92), wherein, the first upper end and second supporting square steel (91) supports square steel (92)
Upper end be connected by the first fixture with the middle part of top the first H profile steel beam (21), first
The lower end of support square steel (91) is mixed with one end of lower section the first H profile steel beam (21) and the first multi-cavity steel tube
The side of solidifying local soil type's zygostyle (11) is connected by the second fixture, and second supports square steel (92)
The other end of lower end and lower section the first H profile steel beam (21) and the second multi-cavity steel tube concrete coupled column (12)
Side be connected by the 3rd fixture；
Second multi-cavity steel tube concrete coupled column (12) and the 3rd multi-cavity steel tube concrete coupled column (13)
Between be provided with some second H profile steel beams (22), wherein, each second H profile steel beam (22) to
Under be sequentially distributed, and one end of the second H profile steel beam (22) and the second multi-cavity steel tube concrete coupled column
(12) side is connected, the other end of the second H profile steel beam (22) and the 3rd multi-cavity steel tube coagulation
The side of local soil type's zygostyle (13) is connected.
The multi-cavity steel tube concrete coupled column of support horizontal sliding the most according to claim 1 assembling props up
Support frame frame system, it is characterised in that the second H profile steel beam (22) and the second multi-cavity steel tube concrete group
Zygostyle is connected by the 4th fixture between (12)；Second H profile steel beam (22) and the 3rd multi-cavity
Concrete filled steel tube coupled column is connected by the 5th fixture between (13).
The multi-cavity steel tube concrete coupled column of support horizontal sliding the most according to claim 2 assembling props up
Support frame frame system, it is characterised in that described 4th fixture include the first upper cover plate (4), first time
Supporting plate (5), the first angle cleat (6), the second angle cleat, the first side plate (31) and the second side
Plate (32), the first upper cover plate (4) is fixed on the top of top flange in the second H profile steel beam (22),
First bottom plate (5) is fixed on the bottom of lower flange, the first side plate in the second H profile steel beam (22)
(31) front of the second multi-cavity steel tube concrete coupled column (12) is fixed in the side of one end, and second
The back side of the second multi-cavity steel tube concrete coupled column (12) is fixed in the side of side plate (32) one end,
First side plate (31) is just to the second side plate (32), and the end of the second H profile steel beam (22) extend into
Between side and the side of the second side plate (32) other end of the first side plate (31) other end, first
Angle cleat (6) and the second angle cleat are fixed on the both sides of the second H profile steel beam (22) median ventral plate,
First bolt (7) passes the first side plate (31) and the first angle cleat (6) by the first side plate (31)
Being connected with the first angle cleat (6), the second bolt passes the second angle cleat and the second side plate (32)
Second angle cleat and the second side plate (32) are connected.
The multi-cavity steel tube concrete coupled column of support horizontal sliding the most according to claim 3 assembling props up
Support frame frame system, it is characterised in that the width of the first upper cover plate (4) is less than the first side plate (31)
And the spacing between the second side plate (32), the width of the first bottom plate (5) is more than the first side plate (31)
And the spacing between the second side plate (32).
The multi-cavity steel tube concrete coupled column of support horizontal sliding the most according to claim 3 assembling props up
Support frame frame system, it is characterised in that described 5th fixture include the second upper cover plate, the second bottom plate,
3rd angle cleat, the 4th angle cleat, the 3rd side plate and the 4th side plate, the second upper cover plate is fixed on
The top of top flange in second H profile steel beam (22), the second bottom plate is fixed on the second H profile steel beam
(22) bottom of lower flange in, the 3rd multi-cavity steel tube concrete is fixed in the side of the 3rd side plate one end
The front of coupled column (13), the 3rd multi-cavity steel tube concrete group is fixed in the side of the 4th side plate one end
The back side of zygostyle (13), the 3rd side plate is just to the 4th side plate, the end of the second H profile steel beam (22)
It extend between side and the side of the 4th side plate other end of the 3rd side plate other end, the 3rd joint angle
Steel and the 4th angle cleat are fixed on the both sides of the second H profile steel beam (22) median ventral plate, and the 3rd bolt is worn
Cross the 3rd side plate and the 3rd side plate and the 3rd angle cleat are connected by the 3rd angle cleat, the 4th bolt
Through the 4th angle cleat and the 4th side plate, the 4th angle cleat and the 4th side plate are connected.
The multi-cavity steel tube concrete coupled column of support horizontal sliding the most according to claim 5 assembling props up
Support frame frame system, it is characterised in that the width of the second upper cover plate less than the 3rd side plate and the 4th side plate it
Between spacing, the width of the second bottom plate is more than spacing between the 3rd side plate and the 4th side plate.
The multi-cavity steel tube concrete coupled column of support horizontal sliding the most according to claim 5 assembling props up
Support frame frame system, it is characterised in that described second fixture includes the 5th side plate (33), the 6th side
Plate (34), the first support upper cover plate (81) and first support lower cover (82), the 5th side plate (33)
The first multi-cavity steel tube concrete combination is fixed in the side of one end and the side of the 6th side plate (34) one end
Post (11) front and the back side, the first support upper cover plate (81) and first supports lower cover (82) and inserts
Enter between the side of the 5th side plate (33) other end and the side of the 6th side plate (34) other end,
First supports square steel (91) is inserted in the first support upper cover plate (81) and the first support lower cover (82)
Between.
The multi-cavity steel tube concrete coupled column of support horizontal sliding the most according to claim 7 assembling props up
Support frame frame system, it is characterised in that described 3rd fixture include heptalateral plate, the 8th side plate,
Two support upper cover plate, the second support lower cover, the side of heptalateral plate one end and the 8th side plate one end
Second multi-cavity steel tube concrete coupled column (12) front and the back side is fixed in side, and second supports upper cover
Plate and second supports lower cover and is inserted in the side of the heptalateral plate other end and the 8th side plate other end
Between side, second supports square steel (92) is inserted in the second support upper cover plate and the second support lower cover
Between.
The multi-cavity steel tube concrete coupled column of support horizontal sliding the most according to claim 8 assembling props up
Support frame frame system, it is characterised in that the first fixture include the 9th side plate (35), the tenth side plate (36),
Stiffener (10), the 3rd support upper cover plate (84), the 3rd support lower cover (83), the 4th support
Upper cover plate (85) and the 4th supports lower cover (86), wherein, the side of the 9th side plate (35) upper end
The side of face and the tenth side plate (36) upper end be individually fixed in the first H profile steel beam (21) front and
The back side, the 3rd supports lower cover (83), the 3rd support upper cover plate (84), the 4th support upper cover plate (85)
And the 4th support lower cover (86) and be sequentially inserted into side and the tenth side in the 9th side plate (35) lower end
Between the side of plate (36) lower end, first supports square steel (91) is inserted in the 3rd support lower cover (83)
And the 3rd supports between upper cover plate (84), second supports square steel (92) is inserted in the 4th support upper cover
Plate (85) and the 4th supports between lower cover (86).
The multi-cavity steel tube concrete coupled column of support horizontal sliding the most according to claim 1 assembling props up
Support frame frame system, it is characterised in that described first multi-cavity steel tube concrete coupled column (11), second
Multi-cavity steel tube concrete coupled column (12) and the 3rd multi-cavity steel tube concrete coupled column (13) transversal
Face is and is rectangle shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620468549.8U CN205637140U (en) | 2016-05-20 | 2016-05-20 | Support multicavity steel pipe -concrete composite post braced frame system of flat push assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620468549.8U CN205637140U (en) | 2016-05-20 | 2016-05-20 | Support multicavity steel pipe -concrete composite post braced frame system of flat push assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205637140U true CN205637140U (en) | 2016-10-12 |
Family
ID=57055145
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620468549.8U Expired - Fee Related CN205637140U (en) | 2016-05-20 | 2016-05-20 | Support multicavity steel pipe -concrete composite post braced frame system of flat push assembly |
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| Country | Link |
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| CN (1) | CN205637140U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821959A (en) * | 2016-05-20 | 2016-08-03 | 西安建筑科技大学 | Multi-cavity concrete filled steel tube combination column supporting frame system assembled in supported and sliding mode |
-
2016
- 2016-05-20 CN CN201620468549.8U patent/CN205637140U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821959A (en) * | 2016-05-20 | 2016-08-03 | 西安建筑科技大学 | Multi-cavity concrete filled steel tube combination column supporting frame system assembled in supported and sliding mode |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161012 |