CN104032830B - Rigid joint type modular assembling type steel structural eccentric supporting system - Google Patents
Rigid joint type modular assembling type steel structural eccentric supporting system Download PDFInfo
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- CN104032830B CN104032830B CN201410105251.6A CN201410105251A CN104032830B CN 104032830 B CN104032830 B CN 104032830B CN 201410105251 A CN201410105251 A CN 201410105251A CN 104032830 B CN104032830 B CN 104032830B
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 89
- 239000010959 steel Substances 0.000 title claims abstract description 89
- 238000003466 welding Methods 0.000 claims description 94
- 238000000034 method Methods 0.000 claims description 38
- 238000010276 construction Methods 0.000 claims description 17
- 238000010008 shearing Methods 0.000 claims description 17
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- 235000010627 Phaseolus vulgaris Nutrition 0.000 claims description 2
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- 230000000712 assembly Effects 0.000 claims description 2
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- 230000007613 environmental effect Effects 0.000 abstract 1
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- 238000010586 diagram Methods 0.000 description 12
- 238000000354 decomposition reaction Methods 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 2
- 238000005304 joining Methods 0.000 description 2
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Abstract
The invention relates to a rigid joint type modular assembling type steel structural eccentric supporting system, and belongs to the technical field of structural engineering. The structure system comprises assembling floors, assembling type eccentric supports, and assembling type flange columns, which are assembled through bolts, wherein the assembling floors can be spliced into a scale as requirement through the bolts. With the adoption of the steel structure system, the factory production is realized, high-intensity bolts are completely utilized to realize quick on-site assembling, thus the environmental pollution is avoided; dismounted structural parts can be efficiently recycled, and as a result, the green and environmental protection ideal is really realized; the structure system is a green structure system.
Description
Technical field
The present invention relates to the modular assembly formula steel construction eccentrical braces that a kind of node has just connect, belong to Structural Engineering skill
Art field.
Background technology
On January 1st, 2013, the General Office of the State Council sends out (2013) No. 1 with the Office of the State Council and forwards National Development and Reform Commission, house town and country
" green building action scheme " that the Ministry of Construction works out.Clearly propose in the vital task of its regulation: greatly develop green building material, push away
Dynamic building industrialization.The department such as house town and country construction is required want Speed-up Establishment to promote the design of building industrialization, construction, component to give birth to
Produce etc. link standards system, pushing structure part, component, the standardization of part, the species of abundant standard component, improve versatility and
Substitutability.Promote the building systems such as the Prefabricated steel construction being suitable for industrialized production, accelerate development the prefabricated of construction project and dress
Join technology, improve building industrialization Integration ofTechnology level.Support the industrialization construction of base integrating design, producing, construct,
Carry out industrialized building demonstration pilot project.Prefabricated assembled steel house can preferably embody the essence of green building, " green
Building action " is the corresponding system innovation of China's light-duty steel construction house and industrialization provides major opportunity.
The problem of the existing modularity of China many high levels assembling type steel structure system is the node of floor and beam-to-column joint,
Relying solely on a limited number of high-strength bolt is to realize being rigidly connected of node, is unfavorable for the stress of structure.The present invention adopts
Splicing form can effectively realize being rigidly connected of node, overcomes the shortcomings of existing system.
Content of the invention
The present invention proposes the modular assembly formula steel structure body that a kind of node belonging to technical field of structural engineering has just connect
System.
Technical scheme is as follows:
Described modularity many high levels assembling type steel structure system is supported and assembled flange post by assembled floor, assembled
Formed using bolts assemblies；The bean column node of described steel structure system and the connection of framework are to be welded in factory, Neng Goushi
Now it is rigidly connected；By a plate, b plate, c plate, d plate, e plate and 6 kinds of assembled floors of f plate are combined and spliced forms for described assembled floor；
Described a plate is by short girder 1, short girder 2, secondary beam 3, secondary beam 4, secondary beam 5, long girder 6, column base 7, company
Fishplate bar 15, connecting plate 16 and floor 17 are constituted；All components of described a plate all complete in factory process, then pass through
Welding is bonded with shearing resistance to become described novel fabricated floor a by each component assembly；Short girder 2 and secondary beam 3 vertical pendulum
Put, by column base 7 and connecting plate 15, short girder 2 and secondary beam 3 are attached, short girder 2 and secondary beam 3 are connected to post
On the square steel tube (12) of seat 7, two sides of described connecting plate 15 are connected with the edge of a wing of short girder 2 and secondary beam 3 respectively,
Two pieces of connecting plates 15 are connected on short girder 2 and secondary beam 3 top flange and lower flange, and all of connecting portion is weldering
Connect；Short girder 1 and short girder 2 are placed on same straight line, are connected by column base 7, and short girder 1 and short girder 2 are even
It is connected on the square steel tube (12) of column base 7, all of connecting portion is all adopted as welding；Secondary beam 4 is parallel with secondary beam 3, and short
Girder 1 and short girder 2 are vertical, are connected with short girder 1 and short girder 2 with connecting plate 15 by column base 7, are connected to post
On the square steel tube (12) of seat 7, two sides of described connecting plate 15 respectively with short girder 1, short girder 2 and secondary beam 4
The edge of a wing is connected, and two pieces of connecting plates 15 are connected to top flange and the lower flange of short girder 1, short girder 2 and secondary beam 4
On, all of connecting portion is all adopted as welding；Secondary beam 5 is parallel with secondary beam 4, vertical with short girder 1 and short girder 2,
Be connected with short girder 1 by connecting plate 15, three sides of the plate that short girder 1 stretches out with secondary beam 5 upper lower flange and
Web is connected, and two sides of described connecting plate 15 are connected with the edge of a wing of short girder 1 and secondary beam 5 respectively, two pieces of connecting plates
15 are connected on top flange and lower flange, and all of connecting portion is all adopted as welding；Long girder 6 is parallel to short girder
1 and short girder 2, perpendicular to secondary beam 3, by connecting plate 15 and connecting plate 16 and secondary beam 3, secondary beam 4 and secondary beam 5
Be attached, described connecting plate 16 is located at the end of secondary beam 3 and secondary beam 4, the upper and lower side of connecting plate 16 and secondary beam 3 and
The edge of a wing of secondary beam 4 is connected, and a side is connected with the web of secondary beam 3, and another side connects with the web of long girder 6,
Two sides of described connecting plate 15 connect long girder 6, the edge of a wing of secondary beam 3, secondary beam 4 and secondary beam 5,15 points of connecting plate
Be not connected to long girder 6, on the top flange and lower flange of secondary beam 3, secondary beam 4 and secondary beam 5, all of connecting portion is all adopted
With for welding；Floor 17 adopts shear key splicing by short girder 1, short girder 2, secondary beam 3, secondary beam 4, secondary beam 5, length
In the plane that girder 6 surrounds；
Described b plate is by secondary beam 4, long girder 6, long girder 8, secondary beam 9, secondary beam 10, connecting plate 15, connecting plate
16 and floor 17 constitute；All components of described b plate all complete in factory process, are then bonded by welding and shearing resistance
Connect and each component assembly is become described assembled floor b；Long girder 6 and secondary beam 9, secondary beam 10 are vertically put, by connecting
Two long girders 6 and secondary beam 9, secondary beam 10 are attached by plate 15 and connecting plate 16 in beam end, form rectangle frame
Frame, described connecting plate 16 is located at the end of secondary beam 9, the upper and lower side of connecting plate 16 and secondary beam 9, the edge of a wing of secondary beam 10
It is connected, a side is connected with the web of secondary beam 9 and secondary beam 10, and another side is connected with long girder 6 web, described
Two sides of connecting plate 15 are connected with the edge of a wing of long girder 6 and secondary beam 9, long girder 6 and secondary beam 10 respectively, setting
Two pieces of connecting plates 15 be connected to long girder 6 and secondary beam 9, long girder 6 and secondary beam 10 top flange and lower flange
On, all of connecting portion is welding；Described long girder 8 is parallel with long girder 6, is disposed vertically with secondary beam 10, long master
Beam 8 is located at the middle of two long girders 6, and two ends of long girder 8 are connected to secondary beam by connecting plate 15 respectively
9th, the middle part of secondary beam 10, two sides of described connecting plate 15 respectively with long girder 8 and secondary beam 9, long girder 8
It is connected with the edge of a wing of secondary beam 10, two end extensions of long girder 8 are respectively with the middle part of secondary beam 9, secondary beam 10
Web is connected, two pieces of connecting plates 15 of setting be connected to long girder 8, secondary beam 9 and secondary beam 10 top flange and under
On the edge of a wing, all of connecting portion is welding；Described secondary beam 4 is parallel with secondary beam 10, with long girder 6 and long girder 8
It is disposed vertically, by connecting plate 15, the beam-ends of secondary beam 4 is connected to the middle part of long girder 6 and long girder 8, secondary beam 4
Be connected with long girder 6 two sides of the connecting plate 15 of one end are connected with the edge of a wing of secondary beam 4 and long girder 6 respectively, setting
Two pieces of connecting plates 15 be connected on secondary beam 4 and the top flange and lower flange of long girder 6, secondary beam 4 and long girder
Two sides of the connecting plate 15 of 8 connected one end are connected with the edge of a wing of secondary beam 4 and long girder 8 respectively, two pieces of setting
Connecting plate 15 is connected on secondary beam 4 and the top flange and lower flange of long girder 8, secondary beam 4 two ends extension with
Long girder 6 is connected with the central-web of long girder 8, and all of connecting portion is welding；Floor 17 adopts shear key to spell
It is connected on the framework being surrounded by secondary beam 4, long girder 6, long girder 8, secondary beam 9, secondary beam 10；
Described c plate is by short girder 1, short girder 2, secondary beam 3, secondary beam 4, long girder 6, column base 7, secondary beam 10, company
Fishplate bar 15, connecting plate 16 and floor 17 are constituted；All components of described c plate all complete in factory process, then pass through
Welding is bonded with shearing resistance to become described novel fabricated floor c by each component assembly；Described two secondary beams 3 are placed on same
On straight line, it is attached by column base 7, is connected on the square steel tube (12) of column base 7, as the two of rectangle assembled floor c plate
Bar opposite side, all connections are welding；Described long girder 6 and secondary beam 3 are disposed vertically, as rectangle assembled floor c plate
Two other opposite side, all connections are welding；By connecting plate 15 and connecting plate 16, the four edges of c plate are attached,
Form rectangular frame, two sides of described connecting plate 15 are connected with the edge of a wing of long girder 6 and secondary beam 3 respectively, two pieces of connections
Plate 15 is connected on long girder 6 and secondary beam 3 top flange and lower flange, and all of connecting portion is welding, described company
One end that fishplate bar 16 is connected with long girder 6 positioned at secondary beam 3, the edge of a wing phase of the upper and lower side of connecting plate 16 and secondary beam 3
Even, a side is connected with the web of secondary beam 3, and all of connecting portion is welding；Short girder 1, short girder 2 and two
One end of secondary beam 4 is connected on four sides of column base 7, and short girder 1, short girder 2 and two secondary beams 4 connect
On the square steel tube 12 of column base 7, point-blank, point-blank, column base 7 is located at c plate to two secondary beams to two short girders
Center, be attached by connecting plate 15 between adjacent short girder and secondary beam, two sides of described connecting plate 15 are divided
Be not connected with the edge of a wing of short girder 1 and secondary beam 4, connecting plate 15 be connected to short girder 1 and secondary beam 4 top flange and
On lower flange, the other end of described short girder 1 is connected in the middle part of secondary beam 10, and three sides of extension of short girder 1 are divided
It is not connected with the edge of a wing of secondary beam 10 and web, short girder 1 is connected with secondary beam 10 side by connecting plate 15, connecting plate
15 two sides are connected with the edge of a wing of short girder 1 and secondary beam 10 respectively, and connecting plate 15 is connected to short girder 1 He
On secondary beam 10 top flange and lower flange, all of connecting portion is welding, and the other end of described short girder 2 passes through column base
7 are connected with two secondary beams 3 with connecting plate 15, are connected on the square steel tube (12) of column base 7, two sides of connecting plate 15
It is connected with the edge of a wing of short girder 2 and secondary beam 3 respectively, connecting plate 15 is connected to short girder 2 and secondary beam 3 top flange
On lower flange, all of connecting portion is welding, and the other end of described secondary beam 4 is connected to the middle part of long girder 6, adopts
It is attached with connecting plate 15, three sides of extension of secondary beam 4 are connected with the edge of a wing of long girder 6 and web respectively,
Two sides of connecting plate 15 are connected with the edge of a wing of secondary beam 4 and long girder 6 respectively, and connecting plate 15 is connected to secondary beam
4 and long girder 6 top flange and lower flange on, all of connecting portion is welding；Floor 17 adopts shear key to splice short
On the framework that girder 1, short girder 2, secondary beam 3, secondary beam 4, long girder 6 are surrounded；
Described d plate is by short girder 1, secondary beam 4, secondary beam 5, long girder 6, column base 7, connecting plate 15, connecting plate 16
Constitute with floor 17；All components of described d plate all complete in factory process, then pass through to weld incite somebody to action bonded with shearing resistance
Each component assembly becomes described novel fabricated floor d；Short girder 1 and secondary beam 5 are vertically put, will be short by connecting plate 15
Girder 1 is attached with secondary beam 5, and the extension of short girder 1 is connected with the end web of secondary beam 5, described connecting plate
15 two sides are connected with the edge of a wing of short girder 1 and secondary beam 5 respectively, two pieces of connecting plates 15 be connected to top flange and
On lower flange, all of connecting portion is welding；Two short girders 1 are placed on same straight line, are connected by column base 7,
Two short girders 1 are connected on the square steel tube 12 of column base 7, and all of connecting portion is all adopted as welding；Secondary beam 4 and secondary beam
5 is parallel, vertical with two short girders 1, is connected with two short girders 1 with connecting plate 15 by column base 7, is connected to column base 7
Square steel tube 12 on, two sides of described connecting plate 15 are connected with the edge of a wing of two short girders 1 and secondary beam 4 respectively, even
Fishplate bar 15 is connected on two short girders 1 and the top flange and lower flange of secondary beam 4, and all of connecting portion all adopts
For welding；Long girder 6 parallel to two short girders 1, perpendicular to secondary beam 4, by connecting plate 15 and connecting plate 16 and two
The secondary beam 4 at end and secondary beam 5 are attached, and described connecting plate 16 is located at the end of secondary beam 4 and secondary beam 5, connecting plate
16 upper and lower side is connected with the edge of a wing of secondary beam 4 and secondary beam 5, the web phase of side and secondary beam 4 and secondary beam 5
Even, another side connects with the web of long girder 6, and two sides of described connecting plate 15 connect long girder 6 and secondary beam
4 and the edge of a wing of secondary beam 5, connecting plate 15 is connected to long girder 6, secondary beam 4 and secondary beam 5 top flange and lower flange
On, the central-web of long girder 6 is connected with the extension of secondary beam 4, and all of connecting portion is all adopted as welding；Floor
17 are spliced on the framework that short girder 1, secondary beam 4, secondary beam 5, long girder 6 are surrounded using shear key；
Described e plate is by secondary beam 4, long girder 6, long girder 8, secondary beam 10, connecting plate 15, connecting plate 16 and building
Plate 17 is constituted；All components of described e plate all complete in factory process, then pass through welding and shearing resistance bonded by each
Component assembly becomes assembled floor e；Long girder 6 and secondary beam 10 are vertically put, will by connecting plate 15 and connecting plate 16
Long girder 6 and secondary beam 10 are attached in beam end, form rectangular frame, and described connecting plate 16 is located at the end of secondary beam,
The upper and lower side of connecting plate 16 is connected with the edge of a wing of secondary beam 10, and a side is connected with the web of secondary beam 10, another side
Face is connected with long girder 6 web, two sides edge of a wing phase with long girder 6 and secondary beam 10 respectively of described connecting plate 15
Even, the connecting plate 15 of setting is connected on long girder 6 and the top flange and lower flange of secondary beam 10, all of connecting portion
Position is welding；Described long girder 8 is parallel with long girder 6, is disposed vertically with secondary beam 10, and long girder 8 is long positioned at two
The middle of girder 6, two ends of long girder 8 are connected to the middle part of secondary beam 10 respectively by connecting plate 15, described
Two sides of connecting plate 15 are connected with the edge of a wing of long girder 8 and secondary beam 10 respectively, and two ends of long girder 8 are stretched
The central-web going out part two ends secondary beam 10 is connected, and the connecting plate 15 of setting is connected to long girder 8 and secondary beam 10
Top flange and lower flange on, all of connecting portion is welding；Described secondary beam 4 is parallel with secondary beam 10, with long girder
6 and long girder 8 be disposed vertically, the beam-ends of secondary beam 4 is connected to by long girder 6 and long girder 8 by connecting plate 15
Middle part, secondary beam 4 be connected with long girder 6 one end connecting plate 15 two sides respectively with secondary beam 4 and long girder 6
The edge of a wing is connected, and the connecting plate 15 of setting is connected on secondary beam 4 and long girder 6 top flange and lower flange, secondary beam 4 with
Be connected two sides of connecting plate 15 of one end of long girder 8 are connected with the edge of a wing of secondary beam 4 and long girder 8 respectively, setting
Two pieces of connecting plates 15 be connected on secondary beam 4 and long girder 8 top flange and lower flange, secondary beam 4 two ends extension
Girder 6 long with both sides and the central-web of long girder 8 is divided to be connected, all of connecting portion is welding；Floor 17 adopts
Shear key splices on the framework that secondary beam 4, long girder 6, long girder 8, secondary beam 10 are surrounded；
Described f plate is by short girder 1, secondary beam 4, long girder 6, column base 7, secondary beam 10, connecting plate 15, connecting plate
16 and floor 17 constitute；All components of described f plate all complete in factory process, then pass through welding and shearing resistance is bonded
Each component assembly is become assembled floor f；Long girder 6 and secondary beam 10 are vertically put, by connecting plate 15 and connecting plate
Long girder 6 and secondary beam 10 are attached by 16 in beam end, form rectangular frame, and described connecting plate 16 is located at secondary beam
End, the upper and lower side of connecting plate 16 is connected with the edge of a wing of secondary beam 10, and a side is connected with the web of secondary beam 10, separately
One side is connected with long girder 6 web, two sides of described connecting plate 15 respectively with long girder 6 and secondary beam 10
The edge of a wing is connected, and the connecting plate 15 of setting is connected on long girder 6 and secondary beam 10 top flange and lower flange, all of company
Socket part position is welding；One end of two short girders 1 and two secondary beams 4 is connected on four sides of column base 7, and two
Individual short girder 1 and two secondary beams 4 are connected on the square steel tube 12 of column base 7, and point-blank, two secondary for two short girders
Point-blank, column base 7 is located at the center of f plate to beam, is carried out even by connecting plate 15 between adjacent short girder and secondary beam
Connect, two sides of described connecting plate 15 are connected with the edge of a wing of short girder 1 and secondary beam 4 respectively, and connecting plate 15 connects respectively
On short girder 1 and secondary beam 4 top flange and lower flange, the other end of described short girder 1 is connected in the middle part of secondary beam 10, short
Three sides of the extension of girder 1 are connected with the edge of a wing at secondary beam 10 middle part and web respectively, and short girder 1 passes through to connect
Plate 15 is connected with secondary beam 10, and two sides of connecting plate 15 are connected with the edge of a wing of short girder 1 and secondary beam 10 respectively, even
Fishplate bar 15 is connected on top flange and lower flange, and the other end of described secondary beam 4 is connected to the middle part of long girder 6, adopts
It is attached with connecting plate 15, three sides of extension of secondary beam 4 are connected with the edge of a wing at long girder 6 middle part and web respectively
Connect, two sides of connecting plate 15 are connected with the edge of a wing of secondary beam 4 and long girder 6 respectively, connecting plate 15 is connected to secondary
On the top flange and lower flange of beam 4 and long girder 6, all of connecting portion is welding；Floor 17 adopts shear key to splice
On the framework that short girder 1, secondary beam 4, long girder 6, column base 7, secondary beam 10 are surrounded；
Described assembled floor a plate is spliced with described assembled floor b plate, and connecting method is by the long girder of a plate
The long girder 6 of 6 and b plates is spliced, and all of splicing all carries out scene splicing using bolt；Described assembled floor b plate with
Described assembled floor c plate is spliced, and connecting method is to be spliced the long girder 6 of the long girder 6 of b plate and c plate, institute
Some splicings all carry out scene splicing using bolt；Described assembled floor d plate is spliced with described assembled floor e plate,
Connecting method is to be spliced the long girder 6 of the long girder 6 of d plate and e plate, described assembled floor e plate and described assembling
Formula floor f plate is spliced, and connecting method is to carry out splicing all of splicing by the long girder 6 of the long girder 6 of e plate and f plate
All scene splicing is carried out using bolt；Described assembled floor a plate is spliced with described assembled floor d plate, connecting method
It is that the secondary beam 10 of the secondary beam 10 of a plate and d plate is spliced, all of splicing all carries out scene splicing using bolt；Institute
State assembled floor b plate to be spliced with described assembled floor e plate, connecting method be by the secondary beam 10 of b plate and e plate time
Beam 10 is spliced, and described assembled floor c plate is spliced with described assembled floor f plate, and connecting method is by c plate
The secondary beam 10 of secondary beam 10 and f plate is spliced, and all of splicing all carries out scene splicing using bolt；
The basic component units of described assembled floor system are a plate, b plate, c plate, d plate, e plate and f plate；Fill in the horizontal
The two ends joining formula floor system are a plate and d plate, and b plate and c plate are spliced together and can form a module, and this module can mutually be spelled
Connect, according to the area of building requirements, increase the quantity of this module and a plate splices；E plate and f plate be spliced together can form another
Individual module, this module can mutually be spliced, and according to the area of building requirements, increase the quantity of this module and d plate splices；Fill in longitudinal direction
The two ends joining formula floor system are a plate, b plate and c plate, by increasing the intermediate module of d plate, e plate and f plate composition, are spliced
To increase construction area；Realize Modularized splice；
Described column base 7 is made up of two flanged plates 11 and a square steel tube 12, and two flanged plates 11 are located at square steel tube respectively
On 12 two ends, all connections are all using welding；Described flange post 13 is by a square steel tube 14 and two flanged plates 11
Composition, two flanged plates 11 are located on two ends of square steel tube 14 respectively, and all connections are all using welding；Described flange post
13 are attached with column base 7, form steel frame structural system, and all connections are all with bolts.
Described short girder 1, short girder 2, secondary beam 3, secondary beam 4, long girder 8, secondary beam 9 are H type steel, or
The back-to-back equivalent H type steel being spliced of two channel-section steels, or the equivalent H type steel that two t shaped steel is spliced, or four
The equivalent H type steel of individual angle splice joint；Described secondary beam 5, long girder 6, secondary beam 10 are channel-section steels, or two angle steel
The equivalent channel-section steel being spliced.
All of beam is section steel beam, or at the web of beam opening holes Steel Castellated Beams, be easy to various pipelines and wear
Cross.
Described assembled bearing diagonal is made up of cantilever lever and brace, and cantilever lever is directly welded at the corresponding of floor in factory
On component, when constructing at the scene, brace and cantilever lever are assembled by cover plate and bolt, formed bearing diagonal；Described cantilever
Bar includes node cantilever lever, accentric support crossbeam cantilever lever；Described node cantilever lever is located at the junction of column base and beam, simultaneously with
The edge of a wing of beam is connected, the square steel tube of another side and column base, and all connections are all using welding；Described accentric support crossbeam cantilever lever weldering
It is connected on the edge of a wing of beam, be welded on the diverse location of beam according to the multi-form of accentric support.
In modularity proposed by the present invention many high levels assembling type steel structure system, described assembled flange post and assembled post
Seat all completes in factory process, is then bolted each component assembly and becomes described assembled floor.
Brief description
Fig. 1 is the assembled floor splicing site plan of the present invention
Fig. 2 is the schematic diagram of the assembled floor a plate of the present invention
Fig. 3 is the unit decomposition figure of the assembled floor a plate of the present invention
Fig. 4 is the schematic diagram of the assembled floor b plate of the present invention
Fig. 5 is the unit decomposition figure of the assembled floor b plate of the present invention
Fig. 6 is the schematic diagram of the assembled floor c plate of the present invention
Fig. 7 is the unit decomposition figure of the assembled floor c plate of the present invention
Fig. 8 is the schematic diagram of the assembled floor d plate of the present invention
Fig. 9 is the unit decomposition figure of the assembled floor d plate of the present invention
Figure 10 is the schematic diagram of the assembled floor e plate of the present invention
Figure 11 is the unit decomposition figure of the assembled floor e plate of the present invention
Figure 12 is the schematic diagram of the assembled floor f plate of the present invention
Figure 13 is the unit decomposition figure of the assembled floor f plate of the present invention
Figure 14 is the Assembled Building sheet-pile seat unit decomposition figure of the present invention
Figure 15 is the assembled flange pole unit exploded view of the present invention
Figure 16 is the schematic diagram that punches of the beam in the assembled floor of the present invention
Figure 17 is the node cantilever lever schematic diagram of the present invention
Figure 18 is the splicing schematic diagram with brace for the node cantilever lever of the present invention
Figure 19 is the accentric support crossbeam cantilever lever schematic diagram of the present invention
Figure 20 is the splicing schematic diagram with brace for the accentric support crossbeam cantilever lever of the present invention
Figure 21 is the accentric support form schematic diagram of the present invention
Figure 22 is the assembling design sketch of the present invention
Wherein: 1 short girder, 2 short girders, 3 secondary beams, 4 secondary beams, 5 secondary beams, 6 long girders,
7 column bases, 8 long girders, 9 secondary beams, 10 secondary beams, 11 flanged plates, 12 square steel tubes, 13 flange posts,
14 square steel tubes, 15 connecting plates, 16 connecting plates, 17 floors, 18 node cantilever levers, 19 accentric supports are horizontal
Girder cantilever bar, 20 braces.
Specific embodiment
The present invention is described in detail below in conjunction with the accompanying drawings:
As shown in Figure 1, in the modular assembly formula steel construction eccentrical braces that node proposed by the present invention has just connect, institute
Stating modularity many high levels assembling type steel structure system adopts bolt to fill by assembled floor, assembled support and assembled flange post
Join and form；The basic component units of described assembled floor system are a plate, b plate, c plate, d plate, e plate and f plate.
As shown in accompanying drawing 2 and accompanying drawing 3, described a plate is by short girder 1, short girder 2, secondary beam 3, secondary beam 4, secondary beam
5th, long girder 6, column base 7, connecting plate 15, connecting plate 16 and floor 17 are constituted；All components of described a plate all in factory plus
Work completes, and then by welding is bonded with shearing resistance, each component assembly is become described novel fabricated floor a.Short girder
2 and secondary beam 3 vertically put, by column base 7 and connecting plate 15, short girder 2 and secondary beam 3 are attached, short girder 2
Be connected on the square steel tube 12 of column base 7 with secondary beam 3, two sides of described connecting plate 15 respectively with short girder 2 and secondary beam
3 upper lower flange is connected, and all of connecting portion is welding；Short girder 1 and short girder 2 are placed on same straight line
On, it is connected by column base 7, short girder 1 and short girder 2 are connected on the square steel tube 12 of column base 7, and all of connecting portion is equal
It is adopted as welding；Secondary beam 4 is parallel with secondary beam 3, vertical with short girder 1 and short girder 2, by column base 7 and connecting plate 15
It is connected with short girder 1 and short girder 2, is connected on the square steel tube 12 of column base 7, two sides of described connecting plate 15 are divided
It is not connected with the upper lower flange of short girder 1, short girder 2 and secondary beam 4, all of connecting portion is all adopted as welding；Secondary beam
5 is parallel with secondary beam 4, vertical with short girder 1 and short girder 2, is connected with short girder 1 by connecting plate 15, short girder
Three sides of the plate stretching out on 1 are connected with the upper lower flange of secondary beam 5 and web, and two sides of described connecting plate 15 are divided
It is not connected with the upper lower flange of short girder 1 and secondary beam 5, all of connecting portion is all adopted as welding；Long girder 6 parallel to
Short girder 1 and short girder 2, perpendicular to secondary beam 3, by connecting plate 15 and connecting plate 16 and secondary beam 3, secondary beam 4 and
Secondary beam 5 is attached, and described connecting plate 16 is located at the end of secondary beam 3 and secondary beam 4, the upper and lower side of connecting plate 16 with
Secondary beam 3 is connected with the edge of a wing of secondary beam 4, and a side is connected with the web of secondary beam 3, and another side is with the abdomen of long girder 6
Plate connects, and two sides of described connecting plate 15 connect long girder 6, the upper lower flange of secondary beam 3, secondary beam 4 and secondary beam 5,
All of connecting portion is all adopted as welding；Floor 17 adopt shear key splicing by short girder 1, short girder 2, secondary beam 3,
In the plane that secondary beam 4, secondary beam 5, long girder 6 surround.
As shown in figures 4 and 5, described b plate is by secondary beam 4, long girder 6, long girder 8, secondary beam 9, secondary beam
10th, connecting plate 15, connecting plate 16 and floor 17 are constituted；All components of described b plate all complete in factory process, so
By welding is bonded with shearing resistance, each component assembly is become described assembled floor b afterwards.Long girder 6 and secondary beam 9, secondary beam
10 vertically put, by connecting plate 15 and connecting plate 16 by two long girders 6 and secondary beam 9, secondary beam 10 in beam-ends
Portion is attached, formed rectangular frame, described connecting plate 16 be located at secondary beam 9 end, the upper and lower side of connecting plate 16 with
Secondary beam 9, secondary beam 10 the edge of a wing be connected, a side is connected with the web of secondary beam 9 and secondary beam 10, another side and
Long girder 6 web connects, two sides of described connecting plate 15 respectively with long girder 6 and secondary beam 9, long girder 6 and secondary
The upper lower flange of beam 10 is connected, and all of connecting portion is welding；Described long girder 8 is parallel with long girder 6, and secondary
Beam 10 is disposed vertically, and long girder 8 is located at the middle of two long girders 6, and two ends of long girder 8 are passed through respectively
Connecting plate 15 is connected to secondary beam 9, the middle part of secondary beam 10, two sides of described connecting plate 15 respectively with long girder 8
It is connected with the upper lower flange of secondary beam 9, long girder 8 and secondary beam 10, two end extensions of long girder 8 are same respectively
Secondary beam 9, the central-web of secondary beam 10 are connected, and all of connecting portion is welding；Described secondary beam 4 is flat with secondary beam 10
OK, it is disposed vertically with long girder 6 and long girder 8, the beam-ends of secondary beam 4 is connected to by long girder 6 He by connecting plate 15
The middle part of long girder 8, secondary beam 4 be connected with long girder 6 one end connecting plate 15 two sides respectively with secondary beam 4 and
The edge of a wing of long girder 6 is connected, two pieces of connecting plates 15 of setting be connected to secondary beam 4 and long girder 6 top flange and under
On the edge of a wing, secondary beam 4 be connected with long girder 8 one end connecting plate 15 two sides respectively with secondary beam 4 and long girder
8 upper lower flange is connected, and secondary beam 4 two ends extension is connected with the central-web of long girder 6 and long girder 8, owns
Connecting portion be welding；Floor 17 adopts shear key to splice by secondary beam 4, long girder 6, long girder 8, secondary beam
9th, on the framework that secondary beam 10 surrounds.
As shown in accompanying drawing 6 and accompanying drawing 7, described c plate is by short girder 1, short girder 2, secondary beam 3, secondary beam 4, long girder
6th, column base 7, secondary beam 10, connecting plate 15, connecting plate 16 and floor 17 are constituted；All components of described c plate all in factory plus
Work completes, and then by welding is bonded with shearing resistance, each component assembly is become described novel fabricated floor c.Described two
Individual secondary beam 3 is placed on the same line, is attached by column base 7, is connected on the square steel tube (12) of column base 7, as square
Two opposite side of shape assembled floor c plate, all connections are welding；Described long girder 6 and secondary beam 3 are disposed vertically, as
The two other opposite side of rectangle assembled floor c plate, all connections are welding；By connecting plate 15 and connecting plate 16 by c
The four edges of plate are attached, and form rectangular frame, two sides of described connecting plate 15 respectively with long girder 6 and secondary beam 3
Upper lower flange be connected, all of connecting portion is welding, and described connecting plate 16 is connected with long girder 6 positioned at secondary beam 3
The one end connecing, the upper and lower side of connecting plate 16 is connected with the edge of a wing of secondary beam 3, and a side is connected with the web of secondary beam 3, owns
Connecting portion be welding；One end of short girder 1, short girder 2 and two secondary beams 4 is connected to four of column base 7
On side, short girder 1, short girder 2 and two secondary beams 4 are connected on the square steel tube (12) of column base 7, and two short girders exist
On straight line, point-blank, column base 7 is located at the center of c plate to two secondary beams, passes through between adjacent short girder and secondary beam
Connecting plate 15 is attached, two sides upper lower flange phase with short girder 1 and secondary beam 4 respectively of described connecting plate 15
Even, the other end of described short girder 1 is connected in the middle part of secondary beam 10, three sides of extension of short girder 1 respectively with secondary
The edge of a wing of beam 10 and web connect, and short girder 1 is connected with secondary beam 10 side by connecting plate 15, and the two of connecting plate 15
Individual side is connected with the upper lower flange of short girder 1 and secondary beam 10 respectively, and all of connecting portion is welding, described short master
The other end of beam 2 is connected with two secondary beams 3 with connecting plate 15 by column base 7, is connected on the square steel tube 12 of column base 7,
Two sides of connecting plate 15 are connected with the upper lower flange of short girder 2 and secondary beam 3 respectively, and all of connecting portion is weldering
Connect, the other end of described secondary beam 4 is connected to the middle part of long girder 6, is attached using connecting plate 15, the stretching of secondary beam 4
Go out three sides of part to be connected with the edge of a wing of long girder 6 and web respectively, two sides of connecting plate 15 respectively with secondary beam 4
It is connected with the upper lower flange of long girder 6, all of connecting portion is welding；Floor 17 adopts shear key to splice in short girder
1st, on the framework that short girder 2, secondary beam 3, secondary beam 4, long girder 6 are surrounded.
As illustrated in Figure 8 and 9 reference, described d plate by short girder 1, secondary beam 4, secondary beam 5, long girder 6, column base 7,
Connecting plate 15, connecting plate 16 and floor 17 are constituted；All components of described d plate all complete in factory process, Ran Houtong
Cross welding and bonded with shearing resistance each component assembly is become described novel fabricated floor d.Short girder 1 and secondary beam 5 vertical pendulum
Put, by connecting plate 15, short girder 1 and secondary beam 5 are attached, the extension of short girder 1 and the end of secondary beam 5
Web connects, and two sides of described connecting plate 15 are connected with the upper lower flange of short girder 1 and secondary beam 5 respectively, all of
Connecting portion is welding；Two short girders 1 are placed on same straight line, are connected by column base 7, and two short girders 1 are even
It is connected on the square steel tube 12 of column base 7, all of connecting portion is all adopted as welding；Secondary beam 4 is parallel with secondary beam 5, with two
Short girder 1 is vertical, is connected with two short girders 1 with connecting plate 15 by column base 7, is connected on the square steel tube 12 of column base 7,
Two sides of described connecting plate 15 are connected with the upper lower flange of two short girders 1 and secondary beam 4 respectively, all of connecting portion
Position is all adopted as welding；Long girder 6 parallel to two short girders 1, perpendicular to secondary beam 4, by connecting plate 15 and connecting plate
16 are attached with the secondary beam 4 at two ends and secondary beam 5, and described connecting plate 16 is located at the end of secondary beam 4 and secondary beam 5
Portion, the upper and lower side of connecting plate 16 is connected with the edge of a wing of secondary beam 4 and secondary beam 5, side and secondary beam 4 and secondary beam 5
Web be connected, another side connects with the web of long girder 6, and two sides of described connecting plate 15 connect long girders 6
With the upper lower flange of secondary beam 4 and secondary beam 5, the central-web of long girder 6 is connected with the extension of secondary beam 4, all of
Connecting portion is all adopted as welding；Floor 17 adopts shear key to splice in short girder 1, secondary beam 4, secondary beam 5, long girder 6
On the framework being surrounded.
As shown in accompanying drawing 10 and accompanying drawing 11, described e plate is by secondary beam 4, long girder 6, long girder 8, secondary beam 10, company
Fishplate bar 15, connecting plate 16 and floor 17 are constituted；All components of described e plate all complete in factory process, then pass through
Welding is bonded with shearing resistance to become assembled floor e by each component assembly.Long girder 6 and secondary beam 10 are vertically put, by even
Long girder 6 and secondary beam 10 are attached by fishplate bar 15 and connecting plate 16 in beam end, form rectangular frame, described connection
Plate 16 is located at the end of secondary beam, and the upper and lower side of connecting plate 16 is connected with the edge of a wing of secondary beam 10, a side and secondary beam
10 web is connected, and another side is connected with long girder 6 web, two sides of described connecting plate 15 respectively with long girder
6 are connected with the upper lower flange of secondary beam 10, and all of connecting portion is welding；Described long girder 8 is flat with long girder 6
OK, it is disposed vertically with secondary beam 10, long girder 8 is located at the middle of two long girders 6, two end parts of long girder 8
The middle part of secondary beam 10 Tong Guo be connected to by connecting plate 15, two sides of described connecting plate 15 respectively with long girder 8 and
The upper lower flange of secondary beam 10 is connected, and the central-web of two ends extension two ends secondary beam 10 of long girder 8 is connected,
All of connecting portion is welding；Described secondary beam 4 is parallel with secondary beam 10, with long girder 6 and long girder 8 is vertical puts
Put, by connecting plate 15, the beam-ends of secondary beam 4 is connected to the middle part of long girder 6 and long girder 8, secondary beam 4 and long master
Be connected two sides of connecting plate 15 of one end of beam 6 are connected with the upper lower flange of secondary beam 4 and long girder 6 respectively, secondary beam
4 be connected with long girder 8 one end connecting plate 15 two sides upper lower flange phase with secondary beam 4 and long girder 8 respectively
Even, the central-web of secondary beam 4 two ends extension girder 6 long with both sides and long girder 8 is connected, all of connecting portion
Position is welding；Floor 17 is surrounded in secondary beam 4, long girder 6, long girder 8, secondary beam 10 using shear key splicing
On framework.
As shown in accompanying drawing 12 and accompanying drawing 13, described f plate is by short girder 1, secondary beam 4, long girder 6, column base 7, secondary beam
10th, connecting plate 15, connecting plate 16 and floor 17 are constituted；All components of described f plate all complete in factory process, so
By welding is bonded with shearing resistance, each component assembly is become assembled floor f afterwards.Long girder 6 and secondary beam 10 are vertically put,
By connecting plate 15 and connecting plate 16, long girder 6 and secondary beam 10 are attached in beam end, form rectangular frame, institute
State the end that connecting plate 16 is located at secondary beam, the upper and lower side of connecting plate 16 is connected with the edge of a wing of secondary beam 10, a side and
The web of secondary beam 10 is connected, and another side is connected with long girder 6 web, two sides of described connecting plate 15 respectively with
Long girder 6 is connected with the upper lower flange of secondary beam 10, and all of connecting portion is welding；Two short girders 1 and two time
One end of beam 4 is connected on four sides of column base 7, and two short girders 1 and two secondary beams 4 are connected to column base 7
On square steel tube 12, point-blank, point-blank, column base 7 is located at the center of f plate, phase to two secondary beams to two short girders
Be attached by connecting plate 15 between adjacent short girder and secondary beam, two sides of described connecting plate 15 respectively with short girder
1 is connected with the upper lower flange of secondary beam 4, and the other end of described short girder 1 is connected in the middle part of secondary beam 10, the stretching of short girder 1
Go out three sides of part to be connected with the edge of a wing at secondary beam 10 middle part and web respectively, short girder 1 pass through connecting plate 15 with secondary
Beam 10 is connected, and two sides of connecting plate 15 are connected with the upper lower flange of short girder 1 and secondary beam 10 respectively, described secondary beam
4 other end is connected to the middle part of long girder 6, is attached using connecting plate 15, three sides of extension of secondary beam 4
Face is connected with the edge of a wing at long girder 6 middle part and web respectively, two sides of connecting plate 15 respectively with secondary beam 4 and long girder
6 upper lower flange is connected, and all of connecting portion is welding；Floor 17 adopts shear key to splice in short girder 1, secondary beam
4th, on the framework that long girder 6, column base 7, secondary beam 10 are surrounded.
Described assembled floor a plate is spliced with described assembled floor b plate, and connecting method is by the long girder of a plate
The long girder 6 of 6 and b plates is spliced, and all of splicing all carries out scene splicing using bolt；Described assembled floor b plate with
Described assembled floor c plate is spliced, and connecting method is to be spliced the long girder 6 of the long girder 6 of b plate and c plate, institute
Some splicings all carry out scene splicing using bolt；Described assembled floor d plate is spliced with described assembled floor e plate,
Connecting method is to be spliced the long girder 6 of the long girder 6 of d plate and e plate, described assembled floor e plate and described assembling
Formula floor f plate is spliced, and connecting method is to carry out splicing all of splicing by the long girder 6 of the long girder 6 of e plate and f plate
All scene splicing is carried out using bolt；Described assembled floor a plate is spliced with described assembled floor d plate, connecting method
It is that the secondary beam 10 of the secondary beam 10 of a plate and d plate is spliced, all of splicing all carries out scene splicing using bolt；Institute
State assembled floor b plate to be spliced with described assembled floor e plate, connecting method be by the secondary beam 10 of b plate and e plate time
Beam 10 is spliced, and described assembled floor c plate is spliced with described assembled floor f plate, and connecting method is by c plate
The secondary beam 10 of secondary beam 10 and f plate is spliced, and all of splicing all carries out scene splicing using bolt.
As shown in accompanying drawing 14 and accompanying drawing 15, described column base 7 is made up of two flanged plates 11 and a square steel tube 12, two
Flanged plate 11 is located on two ends of square steel tube 12 respectively, and all connections are all using welding；Described flange post 13 is by a side
Steel pipe 14 and two flanged plates 11 form, and two flanged plates 11 are located on two ends of square steel tube 14 respectively, Suo Youlian
Connect all using welding；Described flange post 13 and column base 7 are attached, and form steel frame structural system, all connections are all using spiral shell
Tether and connect.
As shown in Figure 16, described all of beam, all can be easy to using the Steel Castellated Beams of opening holes at the web of beam
Various pipelines pass through.
As shown in accompanying drawing 17-21, described assembled bearing diagonal is made up of cantilever lever and brace 20, and cantilever lever is straight in factory
Connect in the respective members being welded on floor, when constructing at the scene, brace and cantilever lever are assembled by cover plate and bolt, shape
Become bearing diagonal；Described cantilever lever includes node cantilever lever 18, accentric support crossbeam cantilever lever 19；Described node cantilever lever 18 is located at
Column base 7 and the junction of beam, are simultaneously connected with the edge of a wing of beam, the square steel tube 12 of another side and column base 7, and all connections all adopt
Welding；Described accentric support crossbeam cantilever lever 19 is welded on the edge of a wing of beam, is welded on beam according to the multi-form of accentric support
Diverse location on.
As shown in Figure 22, the assembling design sketch of the present invention.
Claims (3)
1. a kind of node has just connect modular assembly formula steel construction eccentrical braces it is characterised in that: described modular assembly
Formula steel construction eccentrical braces are supported by assembled floor, assembled and assembled flange post is formed using bolts assemblies；Institute
Stating the bean column node of modular assembly formula steel construction eccentrical braces with the connection of framework is to be welded in factory, realizes just
Property connect；By a plate, b plate, c plate, d plate, e plate and 6 kinds of assembled floors of f plate are combined and spliced forms for assembled floor system；
Described a plate by short girder (1), short girder (2), secondary beam (3), secondary beam (4), secondary beam (5), long girder (6),
Column base (7), connecting plate (15), connecting plate (16) and floor (17) are constituted；All components of described a plate are all in factory process
Complete, then by welding is bonded with shearing resistance, each component assembly is become a plate；Short girder (2) and secondary beam (3) hang down
Directly put, by column base (7) and connecting plate (15), short girder (2) and secondary beam (3) be attached, short girder (2) and
Secondary beam (3) is connected on the square steel tube (12) of column base (7), two sides of described connecting plate (15) respectively with short girder
(2) it is connected with the edge of a wing of secondary beam (3), two pieces of connecting plates (15) are connected to short girder (2) and secondary beam (3) top flange
On lower flange, all of connecting portion is welding；Short girder (1) and short girder (2) are placed on same straight line,
It is connected by column base (7), short girder (1) and short girder (2) are connected on the square steel tube (12) of column base (7), all of company
Socket part position is all adopted as welding；Secondary beam (4) is parallel with secondary beam (3), vertical with short girder (1) and short girder (2), passes through
Column base (7) is connected with short girder (1) and short girder (2) with connecting plate (15), is connected to the square steel tube (12) of column base (7)
On, two sides edge of a wing phase with short girder (1), short girder (2) and secondary beam (4) respectively of described connecting plate (15)
Even, two pieces of connecting plates (15) are connected to top flange and the lower flange of short girder (1), short girder (2) and secondary beam (4)
On, all of connecting portion is all adopted as welding；Secondary beam (5) is parallel with secondary beam (4), with short girder (1) and short girder
(2) vertical, it is connected with short girder (1) by connecting plate (15), the same secondary beam in three sides of the plate that short girder (1) is stretched out
(5) upper lower flange and web are connected, two sides of described connecting plate (15) respectively with short girder (1) and secondary beam
(5) the edge of a wing is connected, and two pieces of connecting plates (15) are connected on top flange and lower flange, and all of connecting portion all adopts
For welding；Long girder (6) parallel to short girder (1) and short girder (2), perpendicular to secondary beam (3), by connecting plate (15)
It is attached with secondary beam (3), secondary beam (4) and secondary beam (5) with connecting plate (16), described connecting plate (16) is located at secondary
Beam (3) and the end of secondary beam (4), the upper and lower side of connecting plate (16) is connected with the edge of a wing of secondary beam (3) and secondary beam (4),
One side is connected with the web of secondary beam (3), and another side connects with the web of long girder (6), described connecting plate (15)
Two sides connect long girder (6), the edges of a wing of secondary beam (3), secondary beam (4) and secondary beam (5), connecting plate (15) is distinguished
Be connected to long girder (6), on the top flange and lower flange of secondary beam (3), secondary beam (4) and secondary beam (5), all of connecting portion
Position is all adopted as welding；Floor (17) adopts shear key to splice by short girder (1), short girder (2), secondary beam (3), secondary beam
(4), in the plane that secondary beam (5), long girder (6) surround；
Described b plate is by secondary beam (4), long girder (6), long girder (8), secondary beam (9), secondary beam (10), connecting plate
(15), connecting plate (16) and floor (17) are constituted；All components of described b plate all complete in factory process, Ran Houtong
Cross welding and bonded with shearing resistance each component assembly is become b plate；Long girder (6) and secondary beam (9), secondary beam (10) vertical pendulum
Put, by connecting plate (15) and connecting plate (16) by two long girders (6) and secondary beam (9), secondary beam (10) in beam-ends
Portion is attached, formed rectangular frame, described connecting plate (16) be located at secondary beam (9) end, connecting plate (16) upper
Lower end is connected with the edge of a wing of secondary beam (9), secondary beam (10), the web phase of side and secondary beam (9) and secondary beam (10)
Even, another side is connected with long girder (6) web, two sides of described connecting plate (15) respectively with long girder (6) and
Secondary beam (9), long girder (6) are connected with the edge of a wing of secondary beam (10), and two pieces of connecting plates (15) of setting are connected to length
On girder (6) and secondary beam (9), long girder (6) and secondary beam (10) top flange and lower flange, all of connecting portion is
Welding；Described long girder (8) is parallel with long girder (6), is disposed vertically with secondary beam (10), and long girder (8) is located at two
The middle of long girder (6), two ends of long girder (8) are connected to secondary beam (9), secondary by connecting plate (15) respectively
The middle part of beam (10), two sides of described connecting plate (15) respectively with long girder (8) and secondary beam (9), long girder
(8) it is connected with the edge of a wing of secondary beam (10), two end extensions same secondary beam (9), secondary beam respectively of long girder (8)
(10) central-web is connected, and two pieces of connecting plates (15) of setting are connected to long girder (8), secondary beam (9) and secondary beam
(10), on top flange and lower flange, all of connecting portion is welding；Described secondary beam (4) is put down with secondary beam (10)
OK, it is disposed vertically with long girder (6) and long girder (8), the beam-ends of secondary beam (4) is connected to by length by connecting plate (15)
Girder (6) and the middle part of long girder (8), secondary beam (4) is connected two of connecting plate (15) of one end with long girder (6)
Side is connected with the edge of a wing of secondary beam (4) and long girder (6) respectively, and two pieces of connecting plates (15) of setting are connected to secondary beam
(4), and on the top flange and lower flange of long girder (6), secondary beam (4) is connected with long girder (8) connecting plate of one end
(15) two sides are connected with the edge of a wing of secondary beam (4) and long girder (8) respectively, two pieces of connecting plates (15) point of setting
It is not connected on secondary beam (4) and the top flange and lower flange of long girder (8), secondary beam (4) two ends extension is led with long
Beam (6) is connected with the central-web of long girder (8), and all of connecting portion is welding；Floor (17) adopts shear key
Splicing is on the framework being surrounded by secondary beam (4), long girder (6), long girder (8), secondary beam (9), secondary beam (10)；
Described c plate is by short girder (1), short girder (2), secondary beam (3), secondary beam (4), long girder (6), column base (7), secondary
Beam (10), connecting plate (15), connecting plate (16) and floor (17) are constituted；All components of described c plate are all in factory process
Complete, then by welding is bonded with shearing resistance, each component assembly is become c plate；Described two secondary beams (3) are placed on same
On one straight line, it is attached rear by column base (7) between two secondary beams (3) and is connected on the square steel tube (12) of column base (7),
As one of two opposite side of rectangle assembled floor c plate, all connections are welding；Described long girder (6) and secondary beam
(3) it is disposed vertically, as the two other opposite side of rectangle assembled floor c plate, all connections are welding；By connecting plate
(15) with connecting plate (16), the four edges of c plate are attached, form rectangular frame, two sides of described connecting plate (15)
Face is connected with the edge of a wing of long girder (6) and secondary beam (3) respectively, two pieces of connecting plates (15) be connected to long girder (6) and
On secondary beam (3) top flange and lower flange, all of connecting portion is welding, and described connecting plate (16) is located at secondary beam (3)
The one end being connected with long girder (6), the upper and lower side of connecting plate (16) is connected with the edge of a wing of secondary beam (3), side with
The web of secondary beam (3) is connected, and all of connecting portion is welding；Short girder (1), short girder (2) and two secondary beams
(4) one end is connected on four sides of column base (7), short girder (1), short girder (2) and two secondary beams (4)
Be connected on the square steel tube (12) of column base (7), short girder (1), short girder (2) point-blank, two secondary beams (4)
Point-blank, column base (7) is located at the center of c plate, adjacent short girder (1) and secondary beam (4), short girder (2) and secondary
Be attached by connecting plate (15) between beam (4), two sides of described connecting plate (15) respectively with short girder (1)
It is connected with the edge of a wing of secondary beam (4), connecting plate (15) is connected to short girder (1) and secondary beam (4) top flange and bottom wing
On edge, the other end of described short girder (1) is connected in the middle part of secondary beam (10), three sides of extension of short girder (1)
It is connected with the edge of a wing of secondary beam (10) and web respectively, short girder (1) is connected with secondary beam (10) side by connecting plate (15),
Two sides of connecting plate (15) are connected with the edge of a wing of short girder (1) and secondary beam (10) respectively, and connecting plate (15) connects respectively
It is connected on short girder (1) and secondary beam (10) top flange and lower flange, all of connecting portion is welding, described short girder
(2) the other end is connected with two secondary beams (3) with connecting plate (15) by column base (7), is connected to the square steel of column base (7)
On pipe (12), two sides of connecting plate (15) are connected with the edge of a wing of short girder (2) and secondary beam (3) respectively, connecting plate
(15) it is connected on short girder (2) and secondary beam (3) top flange and lower flange, all of connecting portion is welding, institute
The other end stating secondary beam (4) is connected to the middle part of long girder (6), is attached using connecting plate (15), secondary beam (4)
Three sides of extension are connected with the edge of a wing of long girder (6) and web respectively, two sides of connecting plate (15) respectively with
Secondary beam (4) is connected with the edge of a wing of long girder (6), and connecting plate (15) is connected on secondary beam (4) and long girder (6)
On the edge of a wing and lower flange, all of connecting portion is welding；Floor (17) adopts shear key to splice in short girder (1), short master
On the framework that beam (2), secondary beam (3), secondary beam (4), long girder (6) are surrounded；
Described d plate is by short girder (1), secondary beam (4), secondary beam (5), long girder (6), column base (7), connecting plate (15), company
Fishplate bar (16) and floor (17) are constituted；All components of described d plate all complete in factory process, then pass through welding and
Shearing resistance is bonded to become d plate by each component assembly；Short girder (1) and secondary beam (5) are vertically put, will by connecting plate (15)
Short girder (1) and secondary beam (5) are attached, and the extension of short girder (1) is connected with the end web of secondary beam (5),
Two sides of described connecting plate (15) are connected with the edge of a wing of short girder (1) and secondary beam (5) respectively, two pieces of connecting plates
(15) it is connected on top flange and lower flange, all of connecting portion is welding；Two short girders (1) are placed on together
On straight line, it is connected by column base (7), two short girders (1) are connected on the square steel tube (12) of column base (7), all of
Connecting portion is all adopted as welding；Secondary beam (4) is parallel with secondary beam (5), vertical with two short girders (1), by column base
(7) it is connected with two short girders (1) with connecting plate (15), be connected on the square steel tube (12) of column base (7), described connecting plate
(15) two sides are connected with the edge of a wing of two short girders (1) and secondary beam (4) respectively, and connecting plate (15) is connected to
On the top flange and lower flange of two short girders (1) and secondary beam (4), all of connecting portion is all adopted as welding；Long girder
(6) parallel to two short girders (1), perpendicular to secondary beam (4), by connecting plate (15) and connecting plate (16) and two ends
Secondary beam (4) and secondary beam (5) be attached, described connecting plate (16) is located at the end of secondary beam (4) and secondary beam (5)
Portion, the upper and lower side of connecting plate (16) is connected with the edge of a wing of secondary beam (4) and secondary beam (5), side and secondary beam (4) and
The web of secondary beam (5) is connected, and another side connects with the web of long girder (6), two sides of described connecting plate (15)
Face connect long girder (6) and secondary beam (4) and secondary beam (5) the edge of a wing, connecting plate (15) be connected to long girder (6),
On secondary beam (4) and secondary beam (5) top flange and lower flange, the central-web of long girder (6) and the extension of secondary beam (4)
Divide and connect, all of connecting portion is all adopted as welding；Floor (17) adopts shear key to splice in short girder (1), secondary beam
(4), on the framework that secondary beam (5), long girder (6) are surrounded；
Described e plate is by secondary beam (4), long girder (6), long girder (8), secondary beam (10), connecting plate (15), connecting plate
(16) constitute with floor (17)；All components of described e plate all complete in factory process, then pass through welding and shear key
Connect and each component assembly is become e plate；Long girder (6) and secondary beam (10) are vertically put, by connecting plate (15) and connection
Long girder (6) and secondary beam (10) are attached by plate (16) in beam end, form rectangular frame, described connecting plate
(16) it is located at the end of secondary beam (10), the upper and lower side of connecting plate (16) is connected with the edge of a wing of secondary beam (10), a side
It is connected with the web of secondary beam (10), another side is connected with long girder (6) web, two sides of described connecting plate (15)
Face is connected with the edge of a wing of long girder (6) and secondary beam (10) respectively, and the connecting plate (15) of setting is connected to long girder
(6), and on the top flange and lower flange of secondary beam (10), all of connecting portion is welding；Described long girder (8) and length
Girder (6) is parallel, is disposed vertically with secondary beam (10), and long girder (8) is located at the middle of two long girders (6), long master
Two ends of beam (8) are connected to the middle part of secondary beam (10) respectively by connecting plate (15), described connecting plate (15)
Two sides are connected with the edge of a wing of long girder (8) and secondary beam (10) respectively, two end extensions of long girder (8)
It is connected with the central-web of secondary beam (10), the connecting plate (15) of setting is connected to long girder (8) and secondary beam (10)
Top flange and lower flange on, all of connecting portion is welding；Described secondary beam (4) is parallel with secondary beam (10), with length
Girder (6) and long girder (8) are disposed vertically, and by connecting plate (15), the beam-ends of secondary beam (4) are connected to long girder
(6) and long girder (8) middle part, be connected with long girder (6) two sides of connecting plate (15) of one end of secondary beam (4) are divided
It is not connected with the edge of a wing of secondary beam (4) and long girder (6), the connecting plate (15) of setting is connected to secondary beam (4) and length
On girder (6) top flange and lower flange, secondary beam (4) be connected with long girder (8) one end connecting plate (15) two sides
Face is connected with the edge of a wing of secondary beam (4) and long girder (8) respectively, and two pieces of connecting plates (15) of setting are connected to secondary beam
(4) and on long girder (8) top flange and lower flange, secondary beam (4) two ends extension and the long girder in both sides (6) and long
The central-web of girder (8) is connected, and all of connecting portion is welding；Floor (17) adopts shear key to splice in secondary beam
(4), on the framework that long girder (6), long girder (8), secondary beam (10) are surrounded；
Described f plate by short girder (1), secondary beam (4), long girder (6), column base (7), secondary beam (10), connecting plate (15),
Connecting plate (16) and floor (17) are constituted；All components of described f plate all complete in factory process, then pass through welding
Bonded with shearing resistance each component assembly is become f plate；Long girder (6) and secondary beam (10) are vertically put, by connecting plate
(15) with connecting plate (16), long girder (6) and secondary beam (10) are attached in beam end, form rectangular frame, described
Connecting plate (16) is located at the end of secondary beam (10), and the upper and lower side of connecting plate (16) is connected with the edge of a wing of secondary beam (10),
One side is connected with the web of secondary beam (10), and another side is connected with long girder (6) web, described connecting plate (15)
Two sides be connected with the edge of a wing of long girder (6) and secondary beam (10) respectively, the connecting plate (15) of setting is connected to
On long girder (6) and secondary beam (10) top flange and lower flange, all of connecting portion is welding；Two short girders (1)
It is connected on four sides of column base (7) with one end of two secondary beams (4), two short girders (1) and two secondary beams
(4) it is connected on the square steel tube (12) of column base (7), point-blank, two secondary beams (4) are one for two short girders (1)
On bar straight line, column base (7) is located at the center of f plate, passes through connecting plate (15) between adjacent short girder (1) and secondary beam (4)
It is attached, two sides of described connecting plate (15) are connected with the edge of a wing of short girder (1) and secondary beam (4) respectively, connect
Plate (15) is connected on short girder (1) and secondary beam (4) top flange and lower flange, the other end of described short girder (1)
Be connected in the middle part of secondary beam (10), three sides of the extension of short girder (1) respectively with secondary beam (10) in the middle part of the edge of a wing
Connect with web, short girder (1) is connected with secondary beam (10) by connecting plate (15), and two sides of connecting plate (15) are divided
It is not connected with the edge of a wing of short girder (1) and secondary beam (10), connecting plate (15) is connected on top flange and lower flange, institute
The other end stating secondary beam (4) is connected to the middle part of long girder (6), is attached using connecting plate (15), secondary beam (4)
Three sides of extension are connected with the edge of a wing in the middle part of long girder (6) and web respectively, and two sides of connecting plate (15) are divided
It is not connected with the edge of a wing of secondary beam (4) and long girder (6), connecting plate (15) is connected to secondary beam (4) and long girder
(6), on top flange and lower flange, all of connecting portion is welding；Floor (17) adopts shear key to splice in short girder
(1), on the framework that secondary beam (4), long girder (6), column base (7), secondary beam (10) are surrounded；
Described a plate and b plate are spliced, and connecting method is to be spelled the long girder (6) of the long girder (6) of a plate and b plate
Connect, all of splicing all carries out scene splicing using bolt；B plate is spliced with c plate, and connecting method is by the long girder of b plate
(6) spliced with the long girder (6) of c plate, all of splicing all carries out scene splicing using bolt；D plate is spelled with e plate
Connect, connecting method is to be spliced the long girder (6) of the long girder (6) of d plate and e plate, and e plate is spliced with f plate, splicing
Mode is to carry out splicing all of splicing by the long girder (6) of the long girder (6) of e plate and f plate all to carry out scene using bolt
Splicing；A plate is spliced with d plate, and connecting method is to be spliced the secondary beam (5) of the secondary beam (3) of a plate and d plate, owns
Splicing all using bolt carry out scene splicing；Plate b plate is spliced with plate e plate, and connecting method is by the secondary beam (10) of b plate
Spliced with the secondary beam (10) of e plate, plate c plate is spliced with plate f plate, connecting method is by the secondary beam (10) of c plate and f
The secondary beam (10) of plate is spliced, and all of splicing all carries out scene splicing using bolt；
The basic component units of described assembled floor system are a plate, b plate, c plate, d plate, e plate and f plate；Assembled in the horizontal
The two ends of floor system are a plate and d plate, and b plate and c plate are spliced together and can form a module, and this module can mutually be spliced, root
According to the area of building requirements, increase the quantity of this module and a plate splices；E plate and f plate are spliced together and can form another mould
Block, this module can mutually be spliced, and according to the area of building requirements, increase the quantity of this module and d plate splices；Assembled in longitudinal direction
The two ends of floor system are a plate, b plate and c plate, by increasing the intermediate module of d plate, e plate and f plate composition, carry out splicing to increase
Big construction area；Realize Modularized splice；
Described column base (7) is made up of two flanged plates (11) and a square steel tube (12), and two flanged plates (11) are located at side respectively
On two ends of steel pipe (12), all connections are all using welding；Flange post (13) is by a square steel tube (14) and two methods
Blue plate (11) composition, two flanged plates (11) are located on two ends of square steel tube (14) respectively, and all connections are all using weldering
Connect；Described flange post (13) and column base (7) are attached, and form steel frame structural system, and all connections are all with bolts；
Described assembled bias bearing diagonal is made up of cantilever lever and brace (20), and cantilever lever is directly welded at floor phase in factory
Answer on component, when constructing at the scene, brace and cantilever lever are assembled by cover plate and bolt, form bearing diagonal；Described outstanding
Armed lever includes node cantilever lever (18), accentric support crossbeam cantilever lever (19)；Described node cantilever lever (18) be located at column base (7) and
The junction of beam, is simultaneously connected with flange of beam, and another side is connected with the square steel tube (12) of column base (7), and all connections are all using weldering
Connect；Described accentric support crossbeam cantilever lever (19) is welded on the edge of a wing of beam, is welded on beam according to the multi-form of accentric support
Diverse location on.
2. the modular assembly formula steel construction eccentrical braces that a kind of node according to claim 1 has just connect, its feature
It is: described short girder (1), short girder (2), secondary beam (3), secondary beam (4), long girder (8), secondary beam (9) are H types
Steel, or the back-to-back equivalent H type steel being spliced of two channel-section steels, or the equivalent H type that two t shaped steel is spliced
Steel, or the equivalent H type steel of four angle splice joints；Described secondary beam (5), long girder (6), secondary beam (10) are grooves
Steel, or the equivalent channel-section steel of two angle splice joints.
3. the modular assembly formula steel construction eccentrical braces that a kind of node according to claim 1 has just connect, its feature
Be: all of beam is section steel beam, or at the web of beam opening holes Steel Castellated Beams, be easy to various pipelines and pass through.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410105251.6A CN104032830B (en) | 2014-03-20 | 2014-03-20 | Rigid joint type modular assembling type steel structural eccentric supporting system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410105251.6A CN104032830B (en) | 2014-03-20 | 2014-03-20 | Rigid joint type modular assembling type steel structural eccentric supporting system |
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| CN104032830B true CN104032830B (en) | 2017-01-25 |
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Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| DE1925262C3 (en) * | 1969-05-17 | 1981-10-08 | Alco Bauzubehör GmbH & Co, 3380 Goslar | Frame construction with columns |
| FR2117795B1 (en) * | 1970-12-18 | 1973-11-30 | Coparfi | |
| CN102979163B (en) * | 2012-11-26 | 2015-06-17 | 北京工业大学 | Multi-story high-rise assembled steel structure frame - prestressed eccentrically-braced system |
| CN103206014B (en) * | 2013-04-23 | 2015-01-07 | 北京工业大学 | Multi-high-rise assembled steel structure frame supporting system capable of realizing rigid connection of joints |
| CN103184762B (en) * | 2013-04-23 | 2015-05-20 | 北京工业大学 | Multi-story/high-rise fabricated steel structural prestressed supporting system capable of realizing rigid connection of joints |
| CN103410217B (en) * | 2013-05-29 | 2015-10-14 | 北京工业大学 | A kind of assembling many Tall Steels shaped pile frame-prestressing force eccentrical braces |
| CN103334490B (en) * | 2013-06-24 | 2015-12-23 | 北京工业大学 | One how high-rise assembling type steel structure frame supported system |
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Denomination of invention: A modular assembly steel structure eccentric support system with just connected nodes Granted publication date: 20170125 Pledgee: Heze rural commercial bank Limited by Share Ltd. Pledgor: Shandong Maoruida Mining Equipment Co.,Ltd. Registration number: Y2024980026707 |