CN103882954A - Eccentric supporting system of modularization multi-storey and high-rise assembling type steel structure - Google Patents

Eccentric supporting system of modularization multi-storey and high-rise assembling type steel structure Download PDF

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Publication number
CN103882954A
CN103882954A CN201410105185.2A CN201410105185A CN103882954A CN 103882954 A CN103882954 A CN 103882954A CN 201410105185 A CN201410105185 A CN 201410105185A CN 103882954 A CN103882954 A CN 103882954A
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China
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plate
secondary beam
junction plate
girder
short girder
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CN201410105185.2A
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CN103882954B (en
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张爱林
赵亮
刘学春
马林
王艺蒙
张庆芳
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Tongling Xiangyu Commerce And Trade Co ltd
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Beijing University of Technology
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Abstract

The invention relates to an eccentric supporting system of a modularization multi-storey and high-rise assembling type steel structure in the technical field of structural engineering. The structural system is formed by assembling assembling type floors, assembling type eccentric supports and assembling type flange columns through bolts. The assembling type floors can be spliced into the needed scale according to demands and are spliced through bolts to form a building whole floor. According to the steel structural system, industrial production is achieved, field assembling is fast, the construction speed is improved, meanwhile, the field assembling is carried out by completely adopting high-strength bolts, the environment pollution caused by concrete pouring and steel welding is avoided, the steel structural system can be efficiently recycled, building rubbish is reduced, the concept of environment protection is truly achieved, and the steel structural system is an environment-friendly structural system.

Description

The how high-rise assembling type steel structure eccentrical braces of a kind of modularization
Technical field
The present invention relates to the how high-rise assembling type steel structure eccentrical braces of a kind of modularization, belong to technical field of structural engineering.
Background technology
On January 1st, 2013, " the green building action scheme " that forward National Development and Reform Commission, the formulation of house town and country construction portion for (2013) No. 1 sent out by the General Office of the State Council with the Office of the State Council.In the vital task of its regulation, clearly propose: greatly develop green building material, promote industrialization of construction industry.Require the departments such as house town and country construction to want Speed-up Establishment to promote the standards system of the link such as design, construction, component production of industrialization of construction industry, the standardization of pushing structure part, component, parts, enriches the kind of standard component, raising versatility and substitutability.Popularization is applicable to the building systems such as the Prefabricated steel construction of suitability for industrialized production, accelerates development the prefabricated and mounting technology of construction project, improves industrialization of construction industry technology integrated horizontal.The industrialization construction of base that support integrates design, produces, constructs, carries out industrialized building demonstration pilot project.Prefabricated assembled steel house can better embody the essence of green building, and " green building action " provides major opportunity for the corresponding system innovation of China's light-duty steel construction house and industrialization.
When the construction of traditional housing building of steel-structure, adopted a large amount of welding, speed of application is slow, seriously polluted to environment, and the quality of weld seam should not control, and has a strong impact on the security performance of building.Along with the development of China's steel building technology, many high-rise steel structure system should adopt module design, component standardization, promote industrialization with standardization, promote the basic development principle of industrialization with industrialization, but domestic for the modular research of industrialization assembling type steel structure also in the starting stage, urgently innovation modular assembly formula steel structure system.
Summary of the invention
The present invention proposes a kind of how high-rise assembling type steel structure eccentrical braces of modularization that belongs to technical field of structural engineering.Its object is in the production of steel structure system and construction, by modularization, and batch production, standardization and assemblingization combine, and have realized batch production production.
In the assembling type steel structure system that the present invention proposes, described structural system adopts bolts assemblies to form by assembling floor, assembling accentric support and assembling flange post; Described assembling floor is spliced by A plate, B plate, C plate, D plate, E plate and 6 kinds of assembling floors of F plate.All members of described assembling floor all complete in factory process, be then connected with peg each component assembly is become to described assembling floor by welding.
The how high-rise assembling type steel structure eccentrical braces of modularization that the present invention proposes, is characterized in that, the basic composition unit of described assembling floor system is A plate, B plate, C plate, D plate, E plate and F plate.The two ends of assembling floor system are A plate and D plate in the horizontal, and B plate and C plate stitch together and can form a module, and this module can be spliced mutually, according to the area of building requirements, increase quantity and the splicing of A plate of this module; E plate and F plate stitch together and can form another module, and this module can be spliced mutually, according to the area of building requirements, increase quantity and the splicing of D plate of this module.The two ends of longitudinally upper assembling floor system are A plate, B plate and C plate, by increasing the intermediate module of D plate, E plate and F plate composition, splice to increase building area.Realize Modularized splice.
In the how high-rise assembling type steel structure eccentrical braces of modularization that the present invention proposes, it is characterized in that, described column base comprises the column base of four kinds of forms, and column base all completes in factory process, is then connected each component assembly with bolt by welding and becomes described assembling floor.
In the how high-rise assembling type steel structure eccentrical braces of modularization that the present invention proposes, described assembling flange post comprises the assembling flange post of three kinds of forms, flange post all completes in factory process, is then bolted each component assembly and becomes described assembling floor.
The how high-rise assembling type steel structure eccentrical braces of modularization that the present invention proposes, the end of accentric support comprises flanged plate, by adopting bolt that the end of accentric support is connected and bean column node place, or the edge of a wing place of beam, entirety forms eccentrically braces structure system.
The how high-rise assembling type steel structure eccentrical braces of modularization that the present invention proposes is the innovation structure system in assembling high-rise building steel structure system.
Accompanying drawing explanation
Fig. 1 is assembling floor splicing layout plan of the present invention.
Fig. 2 is the schematic diagram of assembling floor A plate of the present invention.
Fig. 3 is the unit decomposition figure of assembling floor A plate of the present invention.
Fig. 4 is the schematic diagram of assembling floor B plate of the present invention.
Fig. 5 is the unit decomposition figure of assembling floor B plate of the present invention.
Fig. 6 is the schematic diagram of assembling floor C plate of the present invention.
Fig. 7 is the unit decomposition figure of assembling floor C plate of the present invention.
Fig. 8 is the schematic diagram of assembling floor D plate of the present invention.
Fig. 9 is the unit decomposition figure of assembling floor D plate of the present invention.
Figure 10 is the schematic diagram of assembling floor E plate of the present invention.
Figure 11 is the unit decomposition figure of assembling floor E plate of the present invention.
Figure 12 is the schematic diagram of assembling floor F plate of the present invention.
Figure 13 is the unit decomposition figure of assembling floor F plate of the present invention.
Figure 14 is Assembled Building sheet-pile seat I unit decomposition figure of the present invention.
Figure 15 is Assembled Building sheet-pile seat II unit decomposition figure of the present invention.
Figure 16 is Assembled Building sheet-pile seat III unit decomposition figure of the present invention.
Figure 17 is Assembled Building sheet-pile seat IV unit decomposition figure of the present invention.
Figure 18 is Assembled Building sheet-pile seat V unit decomposition figure of the present invention.
Figure 19 is assembling flange post I unit decomposition figure of the present invention.
Figure 20 is assembling flange post II unit decomposition figure of the present invention.
Figure 21 is assembling flange post III unit decomposition figure of the present invention.
Figure 22 is the schematic diagram that punches of the beam in assembling floor of the present invention.
Figure 23 is the schematic diagram of accentric support member of the present invention and connection.
Figure 24 is eccentrically braces structure form schematic diagram of the present invention.
Figure 25 is the assembling design sketch of the how high-rise assembling type steel structure eccentrical braces of modularization of the present invention.
In figure: 1-short girder I, 2-short girder II, 3-long girder I, 4-long girder II, 5-secondary beam I, 6-secondary beam II, 7-column base I, 8-column base II, 9-column base III, 10-column base IV, 11-short girder III, 12-short girder IV, 13-column base V, 14-flanged plate I, 15-square steel pipe I, 16-junction plate I, 17-junction plate II, 18-square steel pipe II, 19-flanged plate II, 20-flange post I, 21-flanged plate III, 22-flange post II, 23-flanged plate IV, 24-flange post III, 25-junction plate III, 26-junction plate IV, 27-junction plate V, 28-floor, 29-accentric support I, 30-accentric support II.
Specific implementation
Below in conjunction with accompanying drawing, the present invention is described in detail.
As shown in Figure 1, the how high-rise assembling type steel structure eccentrical braces of modularization that the present invention proposes, adopts bolts assemblies to form by assembling floor and assembling flange post; Described assembling floor is A plate, B plate, C plate, D plate, E plate and 6 kinds of assembling floors of F plate.
As shown in accompanying drawing 2 and accompanying drawing 3, described A plate is made up of short girder I 1, short girder II 2, long girder I 3, secondary beam I 5, secondary beam II 6, column base I 7, column base II 8, junction plate III 25, junction plate IV 26, junction plate V 27 and floor 28.All members of described A plate all complete in factory process, be then connected with peg each component assembly is become to described assembling floor A by welding.Short girder I 1 and limit portion secondary beam I 5 vertical putting, short girder I 1 is connected with secondary beam I 5 with junction plate V 27 by column base I 7, the I of flanged plate up and down 14 of column base I 7 flushes with the upper bottom flange of short girder I 1 and secondary beam I 5 respectively, two sides of described junction plate V 27 are connected with the edge of a wing of secondary beam I 5 with short girder I 1 respectively, two junction plate V 27 are connected on the top flange and bottom flange of short girder I 1 and secondary beam I 5, and all connecting portions are welding, short girder I 1 and short girder II 2 are placed on same straight line, are connected by column base II 8, and the I of flanged plate up and down 14 of column base II 8 flushes with the upper bottom flange of short girder I 1 and short girder II 2 respectively, and all connecting portions are all adopted as welding, middle part secondary beam I 5 is parallel with secondary beam I 5 on limit, vertical with short girder I 1, be connected with short girder II 2 with short girder I 1 with junction plate V 27 by column base II 8, the I of flanged plate up and down 14 of column base II 8 flushes with the upper bottom flange of middle part secondary beam I 5 respectively, two sides of described junction plate V 27 are connected with the edge of a wing of short girder I 1 with middle part secondary beam I 5 respectively, middle part secondary beam I 5 is connected with the edge of a wing of short girder II 2, two junction plate V 27 are connected to middle part secondary beam I 5, on short girder I 1 and girder II 2 top flanges and bottom flange, all connecting portions are all adopted as welding, secondary beam II 6 is parallel with secondary beam I 5, vertical with short girder II 2, be connected with short girder II 2 by junction plate IV 26, junction plate V 27, described junction plate IV 26 is rectangular steel plates, wherein be connected with the web parallel docking of short girder II 2 on one side, other three limits are connected with web with the edge of a wing of secondary beam II 6 respectively, two sides of described junction plate V 27 are connected with the edge of a wing of secondary beam II 6 with short girder II 2 respectively, two junction plate V 27 are connected on the top flange and bottom flange of short girder II 2 and secondary beam II 6, and all connecting portions are all adopted as welding, long girder I 3 is parallel to short girder I 1 and short girder II 2, perpendicular to secondary beam II 6, by junction plate III 25, junction plate IV 26 is connected with two secondary beam I 5 and secondary beam II 6 with junction plate V 27, described junction plate III 25 is positioned at the end of secondary beam I 5 and secondary beam II 6 on limit, the upper and lower side of junction plate III 25 is connected with the edge of a wing of secondary beam II 6 with secondary beam I 5 on limit, a side is connected with the web of secondary beam II 6 with secondary beam I 5, another side is connected with the web parallel docking of long girder I 3, described junction plate IV 26 is rectangular steel plates, wherein be connected with the web parallel docking of middle part secondary beam I 5 on one side, other three limits are connected with web with the edge of a wing of long girder I 3 respectively, two sides of described junction plate V 27 connect the edge of a wing of long girder I 3 and two secondary beam I 5, connect the edge of a wing of long girder I 3 and secondary beam II 6, junction plate V 27 is connected on the top flange and bottom flange of long girder I 3, secondary beam I 5 and secondary beam II 6, and all connecting portions are all adopted as welding, floor 28 adopts peg to be connected on the framework being surrounded by short girder I 1, short girder II 2, long girder I 3, secondary beam I 5, secondary beam II 6.
As shown in accompanying drawing 4 and accompanying drawing 5, described B plate is made up of long girder I 3, secondary beam I 5, secondary beam II 6, short girder III 11, short girder IV 12, junction plate III 25 and junction plate IV 26, junction plate V 27 and floor 28.All members of described B plate all complete in factory process, be then connected with peg each component assembly is become to described assembling floor B by welding.Short girder III 11 is put with on limit, secondary beam I 5 is vertical, by junction plate V 27, short girder III 11 is connected with secondary beam I 5, two sides of described junction plate V 27 are connected with the edge of a wing of secondary beam I 5 with short girder III 11 respectively, two junction plate V 27 are connected on the top flange and bottom flange of short girder III 11 and secondary beam I 5, and all connecting portions are welding, short girder III 11 and short girder IV 12 are placed on same straight line, directly do not connect, middle part secondary beam I 5 is parallel with secondary beam I 5 on limit, vertical with short girder IV 12 with short girder III 11, be connected with short girder IV 12 with short girder III 11 by junction plate V 27, two sides of described junction plate V 27 are connected with the edge of a wing of middle part secondary beam I 5 with short girder III 11 respectively, short girder IV 12 is connected with the edge of a wing of middle part secondary beam I 5, junction plate V 27 is connected on short girder III 11, middle part secondary beam I 5 and short girder IV 12 top flanges and bottom flange, and all connecting portions are welding, secondary beam II 6 is parallel with secondary beam I 5, vertical with short girder IV 12, be connected with short girder IV 12 by junction plate III 25, junction plate V 27, described junction plate III 25 is wherein connected with the web parallel docking of short girder IV 12 on one side, other three limits are connected with web with the edge of a wing of secondary beam II 6 respectively, two sides of described junction plate V 27 are connected with the edge of a wing of secondary beam II 6 with short girder IV 12 respectively, two junction plate V 27 are connected on the top flange and bottom flange of short girder IV 12 and secondary beam II 6, and all connecting portions are all adopted as welding, long girder I 3 is parallel to two short girders, perpendicular to two secondary beam I 5 and secondary beam II 6, by junction plate III 25, junction plate IV 26 is connected with two secondary beam I 5 and secondary beam II 6 with junction plate V 27, described junction plate III 25 is positioned at the end of secondary beam I 5 and secondary beam II 6, the upper and lower side of junction plate III 25 is connected with the edge of a wing of secondary beam II 6 with secondary beam I 5, a side is connected with the web of secondary beam II 6 with secondary beam I 5, another side connects with long girder I 3 end webs, described junction plate IV 26 is rectangular steel plates, wherein be connected with the web parallel docking of middle part secondary beam I 5 on one side, other three limits are connected with web with the edge of a wing of long girder I 3 respectively, two sides of described junction plate V 27 connect the edge of a wing of long girder I 3 and two secondary beam I 5, with the edge of a wing that is connected long girder I 3 and secondary beam II 6, junction plate V 27 is connected to long girder I 3, on secondary beam I 5 and secondary beam II 6 top flanges and bottom flange, all connecting portions are all adopted as welding, floor 28 adopts peg to splice on the framework being surrounded by long girder I 3, secondary beam I 5, secondary beam II 6, short girder III 11, short girder IV 12.
As shown in accompanying drawing 6 and accompanying drawing 7, described C plate is by long girder I 3, and secondary beam I 5, secondary beam II 6, column base III 9, column base IV 10, short girder III 11, short girder IV 12, junction plate III 25 and junction plate IV 26, junction plate V 27, floor 28 form.All members of described C plate all complete in factory process, be then connected with peg each component assembly is become to described assembling floor C by welding.Short girder III 11 is put with on limit, secondary beam I 5 is vertical, short girder III 11 is connected with secondary beam I 5 with junction plate V 27 by column base III 9, the I of flanged plate up and down 14 of column base III 9 flushes with the upper bottom flange of short girder III 11 and secondary beam I 5 respectively, two sides of described junction plate V 27 are connected with the edge of a wing of secondary beam I 5 with short girder III 11 respectively, two junction plate V 27 are connected on the top flange and bottom flange of short girder III 11 and secondary beam I 5, and all connecting portions are welding, short girder III 11 is placed on same straight line with short girder IV 12, is connected by column base IV 10, and the I of flanged plate up and down 14 of column base IV 10 flushes with the upper bottom flange of short girder III 11 and short girder IV 12 respectively, and all connecting portions are all adopted as welding, middle part secondary beam I 5 is parallel with secondary beam I 5 on limit, vertical with short girder IV 12 with short girder III 11, be connected with short girder IV 12 with short girder III 11 with junction plate V 27 by column base IV 10, the I of flanged plate up and down 14 of column base IV 10 flushes with the upper bottom flange of middle part secondary beam I 5 respectively, two sides of described junction plate V 27 are connected with the edge of a wing of middle part secondary beam I 5 with short girder III 11 respectively, short girder IV 12 is connected with the edge of a wing of middle part secondary beam I 5, two junction plate V 27 are connected to secondary beam I 5, on the top flange and bottom flange of short girder III 11 and short girder IV 12, all connecting portions are all adopted as welding, secondary beam II 6 is parallel with secondary beam I 5, vertical with short girder IV 12, be connected with short girder IV 12 by junction plate III 25, junction plate V 27, described junction plate III 25 is wherein connected with the web parallel docking of short girder IV 12 on one side, other three limits are connected with web with the edge of a wing of secondary beam II 6 respectively, two sides of described junction plate V 27 are connected with the edge of a wing of secondary beam II 6 with short girder IV 12 respectively, two junction plate V 27 are connected on the top flange and bottom flange of short girder IV 12 and secondary beam II 6, and all connecting portions are all adopted as welding, long girder I 3 is parallel to two short girders, perpendicular to two secondary beam I 5 and secondary beam II 6, be connected with two secondary beam I 5 and secondary beam II 6 by junction plate III 25, junction plate IV 26 and junction plate V 27, described junction plate III 25 is positioned at the end of secondary beam I 5 and secondary beam II 6, the upper and lower side of junction plate III 25 is connected with the edge of a wing of secondary beam II 6 with secondary beam I 5, a side is connected with the web of secondary beam II 6 with secondary beam I 5, and another side connects with long girder I 3 end webs, described junction plate IV 26 is rectangular steel plates, is wherein connected with the web parallel docking of middle part secondary beam I 5 on one side, and other three limits are connected with web with the edge of a wing of long girder I 3 respectively, two sides of described junction plate V 27 connect the edge of a wing of long girder I 3 and two secondary beam I 5, with the edge of a wing that is connected long girder I 3 and secondary beam II 6, junction plate V 27 is connected on the top flange and bottom flange of long girder I 3, secondary beam I 5 and secondary beam II 6, and all connecting portions are all adopted as welding, floor 28 adopts peg splicing by long girder I 3, on the framework that secondary beam I 5, secondary beam II 6, column base III 9, short girder III (11), short girder IV (12) surround.
As illustrated in Figure 8 and 9 reference, described D plate is made up of short girder II 2, long girder II 4, secondary beam I 5, secondary beam II 6, column base II 8, junction plate III 25, junction plate IV 26, junction plate V 27 and floor 28.All members of described D plate all complete in factory process, be then connected with peg each component assembly is become to described assembling floor D by welding.The placement vertical with secondary beam II 6 of short girder II 2, be connected with short girder II 2 by junction plate IV 26, junction plate V 27, described junction plate IV 26 is rectangular steel plates, wherein be connected with the web parallel docking of short girder II 2 on one side, other three limits are connected with web with the edge of a wing of secondary beam II 6 respectively, two sides of described junction plate V 27 are connected with the edge of a wing of secondary beam II 6 with short girder II 2 respectively, two junction plate V 27 are connected on the top flange and bottom flange of short girder II 2 and secondary beam II 6, and all connecting portions are all adopted as welding, two short girder II 2 are placed on same straight line, are connected by column base II 8, and the I of flanged plate up and down 14 of column base II 8 flushes with the upper bottom flange of two short girder II 2 respectively, and all connecting portions are all adopted as welding, middle part secondary beam I 5 is parallel with secondary beam II 6 on limit, vertical with short girder II 2, be connected with two short girder II 2 with junction plate V 27 by column base II 8, the I of flanged plate up and down 14 of column base II 8 flushes with the upper bottom flange of middle part secondary beam I 5 respectively, two sides of described junction plate V 27 are connected with the edge of a wing of middle part secondary beam I 5 with two short girder II 2 respectively, junction plate V 27 is connected on the top flange and bottom flange of short girder II 2 and middle part secondary beam I 5, and all connecting portions are all adopted as welding, long girder II 4 is parallel to short girder II 2, perpendicular to secondary beam I 5, by junction plate III 25, junction plate IV 26 is connected with secondary beam I 5 and two secondary beam II 6 with junction plate V 27, described junction plate III 25 is positioned at the end of two secondary beam II 6, the upper and lower side of junction plate III 25 is connected with the edge of a wing of two secondary beam II 6, a side is connected with the web of secondary beam II 6, another side is connected with the web parallel docking of long girder II 4 ends, described junction plate IV 26 is rectangular steel plates, wherein be connected with the web parallel docking of middle part secondary beam I 5 on one side, other three limits are connected with web with the edge of a wing of long girder II 4 respectively, two sides of described junction plate V 27 connect the edge of a wing of long girder II 4 and secondary beam I 5, connect the edge of a wing of long girder II 4 and two secondary beam II 6, junction plate V 27 is connected to long girder II 4, on the top flange and bottom flange of secondary beam I 5 and secondary beam II 6, all connecting portions are all adopted as welding, floor 28 adopts peg to splice on the framework being surrounded by short girder II 2, long girder II 4, secondary beam I 5, secondary beam II 6.
As shown in accompanying drawing 10 and accompanying drawing 11, described E plate is made up of long girder II 4, secondary beam I 5, secondary beam II 6, short girder IV 12, junction plate III 25, junction plate IV 26, junction plate V 27 and floor 28.All members of described E plate all complete in factory process, be then connected with peg each component assembly is become to described assembling floor E by welding.Short girder IV 12 is put with on limit, secondary beam II 6 is vertical, short girder IV 12 is connected with secondary beam II 6 with junction plate V 27 by junction plate III 25, described junction plate III 25 is wherein connected with the web parallel docking of short girder IV 12 on one side, other three limits are connected with web with the edge of a wing of secondary beam II 6 respectively, two sides of described junction plate V 27 are connected with the edge of a wing of secondary beam II 6 with short girder IV 12 respectively, two junction plate V 27 are connected on the top flange and bottom flange of short girder IV 12 and secondary beam II 6, and all connecting portions are all adopted as welding, two short girder IV 12 are placed on same straight line, directly do not connect, middle part secondary beam I 5 is parallel with secondary beam II 6 on limit, vertical with two short girder IV 12, be connected with two short girder IV 12 by junction plate V 27, two sides of described junction plate V 27 are connected with the edge of a wing of middle part secondary beam I 5 with two short girder IV 12 respectively, junction plate V 27 is connected on top flange and bottom flange, and all connecting portions are welding, long girder II 4 is parallel to two short girders, perpendicular to secondary beam I 5 and two secondary beam II 6, by junction plate III 25, junction plate IV 26 is connected with secondary beam I 5 and two secondary beam II 6 with junction plate V 27, described junction plate III 25 is positioned at the end of two secondary beam II 6, the upper and lower side of junction plate III 25 is connected with the edge of a wing of two secondary beam II 6, a side is connected with the web of two secondary beam II 6, another side connects with long girder II 4 end webs, described junction plate IV 26 is rectangular steel plates, wherein be connected with the web parallel docking of middle part secondary beam I 5 on one side, other three limits are connected with web with the edge of a wing of long girder II 4 respectively, two sides of described junction plate V 27 connect the edge of a wing of long girder II 4 and secondary beam I 5, with the edge of a wing that is connected long girder II 4 and two secondary beam II 6, junction plate V 27 is connected to long girder II 4, on the top flange and bottom flange of secondary beam I 5 and secondary beam II 6, all connecting portions are all adopted as welding, floor 28 adopts peg to splice on the framework being surrounded by long girder II 4, secondary beam I 5, secondary beam II 6, short girder IV 12.
As shown in accompanying drawing 12 and accompanying drawing 13, described F plate is made up of secondary beam I 5, secondary beam II 6, column base IV 10, short girder IV 12, junction plate III 25 and junction plate IV 26, junction plate V 27, floor 28.All members of described F plate all complete in factory process, be then connected with peg each component assembly is become to described assembling floor F by welding.Short girder IV 12 is vertical with secondary beam II 6 puts, be connected with secondary beam II 6 by junction plate III 25, junction plate V 27, described junction plate III 25 is wherein connected with the web parallel docking of short girder IV 12 on one side, other three limits are connected with web with the edge of a wing of secondary beam II 6 respectively, two sides of described junction plate V 27 are connected with the edge of a wing of secondary beam II 6 with short girder IV 12 respectively, two junction plate V 27 are connected on the top flange and bottom flange of short girder IV 12 and secondary beam II 6, and all connecting portions are all adopted as welding, two short girder IV 12 are placed on same straight line, are connected by column base IV 10, and the I of flanged plate up and down 14 of column base IV 10 flushes with the upper bottom flange of two short girder IV 12 respectively, and all connecting portions are all adopted as welding, middle part secondary beam I 5 is parallel with secondary beam II 6 on limit, vertical with two short girders, be connected with two short girder IV 12 with junction plate V 27 by column base IV 10, the I of flanged plate up and down 14 of column base IV 10 flushes with the upper bottom flange of middle part secondary beam I 5 respectively, two sides of described junction plate V 27 are connected with the edge of a wing of middle part secondary beam I 5 with two short girder IV 12 respectively, two junction plate V 27 are connected on the top flange and bottom flange of short girder IV 12 and secondary beam I 5, and all connecting portions are all adopted as welding, long girder II 4 is parallel to two short girder IV 12, perpendicular to secondary beam I 5 and two secondary beam II 6, by junction plate III 25, junction plate IV 26 is connected with secondary beam I 5 and two secondary beam II 6 with junction plate V 27, described junction plate III 25 is positioned at the end of two secondary beam II 6, the upper and lower side of junction plate III 25 is connected with the edge of a wing of two secondary beam II 6, a side is connected with the web of two secondary beam II 6, another side connects with long girder II 4 end webs, described junction plate IV 26 is rectangular steel plates, wherein be connected with the web parallel docking of middle part secondary beam I 5 on one side, other three limits are connected with web with the edge of a wing of long girder II 4 respectively, two sides of described junction plate V 27 connect the edge of a wing of long girder II 4 and secondary beam I 5, with the edge of a wing that is connected long girder II 4 and two secondary beam II 6, junction plate V 27 is connected to long girder II 4, on the top flange and bottom flange of secondary beam I 5 and secondary beam II 6, all connecting portions are all adopted as welding, floor 28 adopts peg to splice on the framework being surrounded by secondary beam I 5, secondary beam II 6, column base IV 10, short girder IV 12.
Described assembling floor A plate and described assembling floor B plate splice, connecting method is that the long girder I 3 of the long girder I 3 of A plate and B plate is spliced, stitching position is at least the end of the long girder I 3 of A plate and the long girder I 3 of B plate, middle part, / 4th places, on the limit of A plate, on the limit of secondary beam I 5 and B plate, secondary beam I 5 is spliced, and the secondary beam II 6 of A plate is spliced with the secondary beam II 6 of B plate, and all splicings all adopt bolt to carry out scene splicing, described assembling floor B plate and described assembling floor C plate splice, a kind of connecting method is by the secondary beam I 5 of B plate, secondary beam II 6, the secondary beam II 6 of short girder III 11 and short girder IV 12 and C plate, column base III 9, column base IV 10, short girder III 11, short girder IV 12 is spliced, stitching position is at least the secondary beam I 5 of B plate and the column base III 9 of C plate is spliced, the middle part secondary beam I 5 of B plate is spliced with the column base IV 10 of C plate, the secondary beam II 6 of B plate is spliced with the secondary beam II 6 of C plate, the short girder III 11 of B plate is spliced with column base III 9 and the column base IV 10 of C plate, the short girder III 11 of B plate and the short girder III 11 of C plate are spliced at end and the middle part of short girder III 11, short girder IV 12 and the column base IV 10 of B plate are spliced, the short girder IV 12 of B plate and the short girder IV 12 of C plate are spliced at end and the middle part of short girder IV 12, all splicings all adopt bolt to carry out scene splicing, described assembling floor B plate and described assembling floor C plate splice, another kind of connecting method is that the long girder I 3 of the long girder I 3 of C plate and B plate is spliced, stitching position is at least the end of the long girder I 3 of C plate and the long girder I 3 of B plate, middle part, / 4th places, on the limit of B plate, on the limit of secondary beam I 5 and C plate, secondary beam I 5 is spliced, and the secondary beam II 6 of B plate is spliced with the secondary beam II 6 of C plate, and all splicings all adopt bolt to carry out scene splicing.Described assembling floor C plate and described assembling floor A plate splice, connecting method is that the long girder I 3 of the long girder I 3 of C plate and A plate is spliced, stitching position is at least the end of the long girder I 3 of C plate and the long girder I 3 of A plate, middle part, / 4th places, on the limit of C plate, on the limit of secondary beam I 5 and A plate, secondary beam I 5 is spliced, and the secondary beam II 6 of C plate is spliced with the secondary beam II 6 of A plate, and all splicings all adopt bolt to carry out scene splicing.Described assembling floor D plate and described assembling floor E plate splice, connecting method is that the long girder II 4 of the long girder II 4 of D plate and E plate is spliced, stitching position is at least the end of the long girder II 4 of D plate and the long girder II 4 of E plate, middle part, / 4th places, the secondary beam II 6 of D plate is spliced with the secondary beam II 6 of E plate, and all splicings all adopt bolt to carry out scene splicing, described assembling floor E plate and described assembling floor F plate splice, a kind of connecting method is by the secondary beam I 5 of E plate, secondary beam II 6, the secondary beam II 6 of short girder IV 12 and F plate, column base IV 10, short girder IV 12 is spliced, stitching position is at least the middle part secondary beam I 5 of E plate and the column base IV 10 of F plate is spliced, the secondary beam II 6 of E plate is spliced with the secondary beam II 6 of F plate, the short girder IV 12 of E plate is spliced with the column base IV 10 of F plate, the short girder IV 12 of E plate and the short girder IV 12 of F plate are spliced at end and the middle part of short girder IV 12, all splicings all adopt bolt to carry out scene splicing, described assembling floor E plate and described assembling floor F plate splice, another kind of connecting method is that the long girder II 4 of the long girder II 4 of E plate and F plate is spliced, stitching position is at least the end of the long girder II 4 of E plate and the long girder II 4 of F plate, middle part, / 4th places, the secondary beam II 6 of E plate is spliced with the secondary beam II 6 of F plate, and all splicings all adopt bolt to carry out scene splicing.Described assembling floor F plate and described assembling floor D plate splice, connecting method is that the long girder II 4 of the long girder II 4 of F plate and D plate is spliced, stitching position is at least the end of the long girder II 4 of F plate and the long girder II 4 of D plate, middle part, / 4th places, the secondary beam II 6 of F plate is spliced with the secondary beam II 6 of D plate, and all splicings all adopt bolt to carry out scene splicing.Described assembling floor A plate and described assembling floor D plate splice, connecting method is that the secondary beam II 6 of the secondary beam II 6 of A plate and D plate is spliced, stitching position is at least the end of the secondary beam II 6 of A plate and the secondary beam II 6 of D plate, middle part, and all splicings all adopt bolt to carry out scene splicing; Described assembling floor B plate and described assembling floor E plate splice, connecting method is that the secondary beam II 6 of the secondary beam II 6 of B plate and E plate is spliced, stitching position is at least the end of the secondary beam II 6 of B plate and the secondary beam II 6 of E plate, middle part, and all splicings all adopt bolt to carry out scene splicing; Described assembling floor C plate and described assembling floor F plate splice, connecting method is that the secondary beam II 6 of the secondary beam II 6 of C plate and F plate is spliced, stitching position is at least the end of the secondary beam II 6 of C plate and the secondary beam II 6 of F plate, middle part, and all splicings all adopt bolt to carry out scene splicing.
As shown in accompanying drawing 14-18, described column base comprises the column base of four kinds of forms, is respectively column base I 7, column base II 8, column base III 9 and column base IV 10; Column base V 13 is made up of two flanged plate I 14 and a square steel pipe I 15, and two flanged plate I 14 lay respectively on two terminations of square steel pipe I 15, and all connections all adopt welding; Described column base I 7 is made up of column base V 13 and two junction plate I 16, and two junction plate I 16 lay respectively on the axis of two lateral surfaces that column base V 13 is adjacent, are connected with square steel pipe I 15 with flanged plate I 14; Described junction plate I 16 is rectangular steel plates, two faces that are parallel to flanged plate I 14 are connected with upper and lower flanged plate I 14 respectively, and perpendicular to two of flanged plate I 14 parallel faces, one is connected with square steel pipe I 15, one concordant with the outward flange of flanged plate I 14, and all connections all adopt welding.Described column base II 8 is made up of column base V 13 and three junction plate I 16, and three junction plate I 16 lay respectively on the axis of three lateral surfaces of column base V 13, are connected with square steel pipe I 15 with flanged plate I 14; Described junction plate I 16 is rectangular steel plates, two faces that are parallel to flanged plate I 14 are connected with upper and lower flanged plate I 14 respectively, and perpendicular to two of flanged plate I 14 parallel faces, one is connected with square steel pipe I 15, one concordant with the outward flange of flanged plate I 14, and all connections all adopt welding.Described column base III 9 is by column base V 13, two junction plate I 16 and three junction plate II 17 form, junction plate I 16 and junction plate II 17 are arranged on three adjacent lateral surfaces, on first face, arrange two junction plate II 17, axis along face is arranged symmetrically with, second face is adjacent with first face, on second face, arrange a junction plate II 17 and a junction plate I 16, arrange junction plate II 17 in the side near first face, axis place at face arranges junction plate I 16, the 3rd face is adjacent with second face, on the 3rd face, arrange a junction plate I 16, be positioned at the axis place of face.Described junction plate I 16 is rectangular steel plates, two faces that are parallel to flanged plate I 14 are connected with upper and lower flanged plate I 14 respectively, and perpendicular to two of flanged plate I 14 parallel faces, one is connected with square steel pipe I 15, one concordant with the outward flange of flanged plate I 14, and all connections all adopt welding.Described junction plate II 17 is an angle steel or channel-section steel, and upper lower section is connected with upper and lower flanged plate I 14 respectively, and outer surface is concordant with the outward flange of flanged plate I 14, and all connections all adopt welding.Described column base IV 10 is by column base V 13, three junction plate I 16 and four junction plate II 17 form, junction plate I 16 and junction plate II 17 are arranged on four faces, on first face, arrange two junction plate II 17, axis along face is arranged symmetrically with, second face is adjacent with first face, on second face, arrange a junction plate II 17 and a junction plate I 16, arrange junction plate II 17 in the side near first face, axis place at face arranges junction plate I 16, the 3rd face is adjacent with second face, on the 3rd face, arrange a junction plate I 16, be positioned at the axis place of face, the 4th face is adjacent with first face with the 3rd face, on the 4th face, arrange a junction plate II 17 and a junction plate I 16, arrange junction plate II 17 in the side near first face, axis place at face arranges junction plate I 16.Described junction plate I 16 is rectangular steel plates, two faces that are parallel to flanged plate I 14 are connected with upper and lower flanged plate I 14 respectively, and perpendicular to two of flanged plate I 14 parallel faces, one is connected with square steel pipe I 15, one concordant with the outward flange of flanged plate I 14, and all connections all adopt welding.Described junction plate II 17 is an angle steel or channel-section steel, and upper lower section is connected with upper and lower flanged plate I 14 respectively, and outer surface is concordant with the outward flange of flanged plate I 14, and all connections all adopt welding.
As shown in accompanying drawing 19-21, described assembling flange post comprises the assembling flange post of three kinds of forms, is respectively flange post I 20, flange post II 22 and flange post III 24; Described flange post I 20 is made up of a square steel pipe II 18 and two flanged plate II 19, and two flanged plate II 19 lay respectively on two terminations of square steel pipe II 18, and all connections all adopt welding; Described flanged plate II 19 comprises middle part bolt hole and adjacent both sides over-hang part bolt hole, and the bolt hole at middle part is corresponding with the bolt hole of flanged plate I 14.Described flange post II 22 is made up of a square steel pipe II 18 and two flanged plate III 21, and two flanged plate III 21 lay respectively on two terminations of square steel pipe II 18, and all connections all adopt welding; The section form of described flanged plate III 21 can be diversified, comprises middle part bolt hole and three limit over-hang part bolts hole, and the bolt hole at middle part is corresponding with the bolt hole of flanged plate I 14.Described flange post III 24 is made up of a square steel pipe II 18 and two flanged plate IV 23, and two flanged plate IV 23 lay respectively on two terminations of square steel pipe II 18, and all connections all adopt welding; The section form of described flanged plate IV 23 can be diversified, comprises middle part bolt hole and four limit over-hang part bolts hole, and the bolt hole at middle part is corresponding with the bolt hole of flanged plate I 14.Described flanged plate II 19, flanged plate III 21 and flanged plate IV 23, comprise middle part bolt hole and over-hang part bolt hole, the effect of the bolt hole at middle part is by adopting bolt that it is connected with column base, the effect of over-hang part bolt hole is by adopting bolt that it is connected with beam, make bean column node realize the effect rigidly connecting, over-hang part end plate also plays the effect of supporting top floor simultaneously.Described flange post I 20, in spliced assembling floor system, is connected with column base I 7 and adjacent beam, and all connections are all with bolts; Described flange post II 22, in spliced assembling floor system, is connected with column base II 8, column base III 9 and adjacent beam, and all connections are all with bolts; Described flange post III 24, in spliced assembling floor system, is connected with column base IV 10 and adjacent beam, and all connections are all with bolts.
As shown in Figure 22, described all beams, all can adopt the Steel Castellated Beams at the web place of beam opening holes, are convenient to various pipelines and pass.
As shown in Figure 23, the how high-rise assembling type steel structure eccentrical braces of modularization that the present invention proposes, it is characterized in that, the end of accentric support I 29 comprises flanged plate, by adopting bolt that the end of accentric support I 29 is connected and bean column node place, or the edge of a wing place of beam, entirety forms eccentrically braces structure system.
As shown in Figure 24, accentric support form schematic diagram of the present invention.
As shown in Figure 25, the assembling design sketch of the how high-rise assembling type steel structure eccentrical braces of modularization of the present invention.

Claims (3)

1. the how high-rise assembling type steel structure eccentrical braces of modularization, is characterized in that: the how high-rise assembling type steel structure eccentrical braces of described modularization is by assembling floor, and assembling accentric support and assembling flange post adopt bolts assemblies to form; Described assembling floor is spliced by A plate, B plate, C plate, D plate, E plate and 6 kinds of assembling floors of F plate;
Described A plate is made up of short girder I (1), short girder II (2), long girder I (3), secondary beam I (5), secondary beam II (6), column base I (7), column base II (8), junction plate III (25), junction plate IV (26), junction plate V (27) and floor (28), all members of described A plate all complete in factory process, be then connected with peg each component assembly is become to described assembling floor A by welding, short girder I (1) and vertical the putting of limit portion secondary beam I (5), short girder I (1) is connected with secondary beam I (5) with junction plate V (27) by column base I (7), the I of flanged plate up and down (14) of column base I (7) flushes with the upper bottom flange of short girder I (1) and secondary beam I (5) respectively, two sides of described junction plate V (27) are connected with the edge of a wing of secondary beam I (5) with short girder I (1) respectively, two junction plate V (27) are connected on the top flange and bottom flange of short girder I (1) and secondary beam I (5), all connecting portions are welding, short girder I (1) and short girder II (2) are placed on same straight line, be connected by column base II (8), the I of flanged plate up and down (14) of column base II (8) flushes with the upper bottom flange of short girder I (1) and short girder II (2) respectively, and all connecting portions are all adopted as welding, middle part secondary beam I (5) is parallel with secondary beam I (5) on limit, vertical with short girder I (1), be connected with short girder II (2) with short girder I (1) with junction plate V (27) by column base II (8), the I of flanged plate up and down (14) of column base II (8) flushes with the upper bottom flange of middle part secondary beam I (5) respectively, two sides of described junction plate V (27) are connected with the edge of a wing of short girder I (1) with middle part secondary beam I (5) respectively, middle part secondary beam I (5) is connected with the edge of a wing of short girder II (2), two junction plate V (27) are connected to middle part secondary beam I (5), on short girder I (1) and girder II (2) top flange and bottom flange, all connecting portions are all adopted as welding, secondary beam II (6) is parallel with secondary beam I (5), vertical with short girder II (2), by junction plate IV (26), junction plate V (27) is connected with short girder II (2), described junction plate IV (26) is rectangular steel plates, wherein be connected with the web parallel docking of short girder II (2) on one side, other three limits are connected with web with the edge of a wing of secondary beam II (6) respectively, two sides of described junction plate V (27) are connected with the edge of a wing of secondary beam II (6) with short girder II (2) respectively, two junction plate V (27) are connected on the top flange and bottom flange of short girder II (2) and secondary beam II (6), all connecting portions are all adopted as welding, long girder I (3) is parallel to short girder I (1) and short girder II (2), perpendicular to secondary beam II (6), by junction plate III (25), junction plate IV (26) is connected with two secondary beam I (5) and secondary beam II (6) with junction plate V (27), described junction plate III (25) is positioned at the end of secondary beam I (5) and secondary beam II (6) on limit, the upper and lower side of junction plate III (25) is connected with the edge of a wing of secondary beam II (6) with secondary beam I (5) on limit, a side is connected with the web of secondary beam II (6) with secondary beam I (5), another side is connected with the web parallel docking of long girder I (3), described junction plate IV (26) is rectangular steel plates, wherein be connected with the web parallel docking of middle part secondary beam I (5) on one side, other three limits are connected with web with the edge of a wing of long girder I (3) respectively, two sides of described junction plate V (27) connect the edge of a wing of long girder I (3) and two secondary beam I (5), connect the edge of a wing of long girder I (3) and secondary beam II (6), junction plate V (27) is connected on the top flange and bottom flange of long girder I (3), secondary beam I (5) and secondary beam II (6), and all connecting portions are all adopted as welding, floor (28) adopts peg to be connected on the framework being surrounded by short girder I (1), short girder II (2), long girder I (3), secondary beam I (5), secondary beam II (6),
Described B plate is made up of long girder I (3), secondary beam I (5), secondary beam II (6), short girder III (11), short girder IV (12), junction plate III (25) and junction plate IV (26), junction plate V (27) and floor (28), all members of described B plate all complete in factory process, be then connected with peg each component assembly is become to described assembling floor B by welding, short girder III (11) and vertical the putting of secondary beam I (5) on limit, by junction plate V (27), short girder III (11) is connected with secondary beam I (5), two sides of described junction plate V (27) are connected with the edge of a wing of secondary beam I (5) with short girder III (11) respectively, two junction plate V (27) are connected on the top flange and bottom flange of short girder III (11) and secondary beam I (5), and all connecting portions are welding, short girder III (11) and short girder IV (12) are placed on same straight line, directly do not connect, middle part secondary beam I (5) is parallel with secondary beam I (5) on limit, vertical with short girder IV (12) with short girder III (11), be connected with short girder IV (12) with short girder III (11) by junction plate V (27), two sides of described junction plate V (27) are connected with the edge of a wing of middle part secondary beam I (5) with short girder III (11) respectively, short girder IV (12) is connected with the edge of a wing of middle part secondary beam I (5), junction plate V (27) is connected to short girder III (11), on middle part secondary beam I (5) and short girder IV (12) top flange and bottom flange, all connecting portions are welding, secondary beam II (6) is parallel with secondary beam I (5), vertical with short girder IV (12), by junction plate III (25), junction plate V (27) is connected with short girder IV (12), described junction plate III (25) is wherein connected with the web parallel docking of short girder IV (12) on one side, other three limits are connected with web with the edge of a wing of secondary beam II (6) respectively, two sides of described junction plate V (27) are connected with the edge of a wing of secondary beam II (6) with short girder IV (12) respectively, two junction plate V (27) are connected on the top flange and bottom flange of short girder IV (12) and secondary beam II (6), all connecting portions are all adopted as welding, long girder I (3) is parallel to two short girders, perpendicular to two secondary beam I (5) and secondary beam II (6), by junction plate III (25), junction plate IV (26) is connected with two secondary beam I (5) and secondary beam II (6) with junction plate V (27), described junction plate III (25) is positioned at the end of secondary beam I (5) and secondary beam II (6), the upper and lower side of junction plate III (25) is connected with the edge of a wing of secondary beam II (6) with secondary beam I (5), a side is connected with the web of secondary beam II (6) with secondary beam I (5), another side connects with long girder I (3) end web, described junction plate IV (26) is rectangular steel plates, wherein be connected with the web parallel docking of middle part secondary beam I (5) on one side, other three limits are connected with web with the edge of a wing of long girder I (3) respectively, two sides of described junction plate V (27) connect the edge of a wing of long girder I (3) and two secondary beam I (5), with the edge of a wing that is connected long girder I (3) and secondary beam II (6), junction plate V (27) is connected to long girder I (3), on secondary beam I (5) and secondary beam II (6) top flange and bottom flange, all connecting portions are all adopted as welding, floor (28) adopts peg to splice on the framework being surrounded by long girder I (3), secondary beam I (5), secondary beam II (6), short girder III (11), short girder IV (12),
Described C plate is by long girder I (3), and secondary beam I (5), secondary beam II (6), column base III (9), column base IV (10), short girder III (11), short girder IV (12), junction plate III (25) and junction plate IV (26), junction plate V (27), floor (28) form, all members of described C plate all complete in factory process, be then connected with peg each component assembly is become to described assembling floor C by welding, short girder III (11) and vertical the putting of secondary beam I (5) on limit, short girder III (11) is connected with secondary beam I (5) with junction plate V (27) by column base III (9), the I of flanged plate up and down (14) of column base III (9) flushes with the upper bottom flange of short girder III (11) and secondary beam I (5) respectively, two sides of described junction plate V (27) are connected with the edge of a wing of secondary beam I (5) with short girder III (11) respectively, two junction plate V (27) are connected on the top flange and bottom flange of short girder III (11) and secondary beam I (5), all connecting portions are welding, short girder III (11) is placed on same straight line with short girder IV (12), be connected by column base IV (10), the I of flanged plate up and down (14) of column base IV (10) flushes with the upper bottom flange of short girder III (11) and short girder IV (12) respectively, and all connecting portions are all adopted as welding, middle part secondary beam I (5) is parallel with secondary beam I (5) on limit, vertical with short girder IV (12) with short girder III (11), be connected with short girder IV (12) with short girder III (11) with junction plate V (27) by column base IV (10), the I of flanged plate up and down (14) of column base IV (10) flushes with the upper bottom flange of middle part secondary beam I (5) respectively, two sides of described junction plate V (27) are connected with the edge of a wing of middle part secondary beam I (5) with short girder III (11) respectively, short girder IV (12) is connected with the edge of a wing of middle part secondary beam I (5), two junction plate V (27) are connected to secondary beam I (5), on the top flange and bottom flange of short girder III (11) and short girder IV (12), all connecting portions are all adopted as welding, secondary beam II (6) is parallel with secondary beam I (5), vertical with short girder IV (12), by junction plate III (25), junction plate V (27) is connected with short girder IV (12), described junction plate III (25) is wherein connected with the web parallel docking of short girder IV (12) on one side, other three limits are connected with web with the edge of a wing of secondary beam II (6) respectively, two sides of described junction plate V (27) are connected with the edge of a wing of secondary beam II (6) with short girder IV (12) respectively, two junction plate V (27) are connected on the top flange and bottom flange of short girder IV (12) and secondary beam II (6), all connecting portions are all adopted as welding, long girder I (3) is parallel to two short girders, perpendicular to two secondary beam I (5) and secondary beam II (6), by junction plate III (25), junction plate IV (26) is connected with two secondary beam I (5) and secondary beam II (6) with junction plate V (27), described junction plate III (25) is positioned at the end of secondary beam I (5) and secondary beam II (6), the upper and lower side of junction plate III (25) is connected with the edge of a wing of secondary beam II (6) with secondary beam I (5), a side is connected with the web of secondary beam II (6) with secondary beam I (5), another side connects with long girder I (3) end web, described junction plate IV (26) is rectangular steel plates, is wherein connected with the web parallel docking of middle part secondary beam I (5) on one side, and other three limits are connected with web with the edge of a wing of long girder I (3) respectively, two sides of described junction plate V (27) connect the edge of a wing of long girder I (3) and two secondary beam I (5), with the edge of a wing that is connected long girder I (3) and secondary beam II (6), junction plate V (27) is connected on the top flange and bottom flange of long girder I (3), secondary beam I (5) and secondary beam II (6), and all connecting portions are all adopted as welding, floor (28) adopts peg splicing by long girder I (3), on the framework that secondary beam I (5), secondary beam II (6), column base III (9), short girder III (11), short girder IV (12) surround,
Described D plate is made up of short girder II (2), long girder II (4), secondary beam I (5), secondary beam II (6), column base II (8), junction plate III (25), junction plate IV (26), junction plate V (27) and floor (28), all members of described D plate all complete in factory process, be then connected with peg each component assembly is become to described assembling floor D by welding, short girder II (2) placement vertical with secondary beam II (6), by junction plate IV (26), junction plate V (27) is connected with short girder II (2), described junction plate IV (26) is rectangular steel plates, wherein be connected with the web parallel docking of short girder II (2) on one side, other three limits are connected with web with the edge of a wing of secondary beam II (6) respectively, two sides of described junction plate V (27) are connected with the edge of a wing of secondary beam II (6) with short girder II (2) respectively, two junction plate V (27) are connected on the top flange and bottom flange of short girder II (2) and secondary beam II (6), all connecting portions are all adopted as welding, two short girder II (2) are placed on same straight line, are connected by column base II (8), and the I of flanged plate up and down (14) of column base II (8) flushes with the upper bottom flange of two short girder II (2) respectively, and all connecting portions are all adopted as welding, middle part secondary beam I (5) is parallel with secondary beam II (6) on limit, vertical with short girder II (2), be connected with two short girder II (2) with junction plate V (27) by column base II (8), the I of flanged plate up and down (14) of column base II (8) flushes with the upper bottom flange of middle part secondary beam I (5) respectively, two sides of described junction plate V (27) are connected with the edge of a wing of middle part secondary beam I (5) with two short girder II (2) respectively, junction plate V (27) is connected on the top flange and bottom flange of short girder II (2) and middle part secondary beam I (5), all connecting portions are all adopted as welding, long girder II (4) is parallel to short girder II (2), perpendicular to secondary beam I (5), by junction plate III (25), junction plate IV (26) is connected with secondary beam I (5) and two secondary beam II (6) with junction plate V (27), described junction plate III (25) is positioned at the end of two secondary beam II (6), the upper and lower side of junction plate III (25) is connected with the edge of a wing of two secondary beam II (6), a side is connected with the web of secondary beam II (6), another side is connected with the web parallel docking of long girder II (4) end, described junction plate IV (26) is rectangular steel plates, wherein be connected with the web parallel docking of middle part secondary beam I (5) on one side, other three limits are connected with web with the edge of a wing of long girder II (4) respectively, two sides of described junction plate V (27) connect the edge of a wing of long girder II (4) and secondary beam I (5), connect the edge of a wing of long girder II (4) and two secondary beam II (6), junction plate V (27) is connected to long girder II (4), on the top flange and bottom flange of secondary beam I (5) and secondary beam II (6), all connecting portions are all adopted as welding, floor (28) adopts peg to splice on the framework being surrounded by short girder II (2), long girder II (4), secondary beam I (5), secondary beam II (6),
Described E plate is made up of long girder II (4), secondary beam I (5), secondary beam II (6), short girder IV (12), junction plate III (25), junction plate IV (26), junction plate V (27) and floor (28), all members of described E plate all complete in factory process, be then connected with peg each component assembly is become to described assembling floor E by welding, short girder IV (12) and vertical the putting of secondary beam II (6) on limit, short girder IV (12) is connected with secondary beam II (6) with junction plate V (27) by junction plate III (25), described junction plate III (25) is wherein connected with the web parallel docking of short girder IV (12) on one side, other three limits are connected with web with the edge of a wing of secondary beam II (6) respectively, two sides of described junction plate V (27) are connected with the edge of a wing of secondary beam II (6) with short girder IV (12) respectively, two junction plate V (27) are connected on the top flange and bottom flange of short girder IV (12) and secondary beam II (6), all connecting portions are all adopted as welding, two short girder IV (12) are placed on same straight line, directly do not connect, middle part secondary beam I (5) is parallel with secondary beam II (6) on limit, vertical with two short girder IV (12), be connected with two short girder IV (12) by junction plate V (27), two sides of described junction plate V (27) are connected with the edge of a wing of middle part secondary beam I (5) with two short girder IV (12) respectively, junction plate V (27) is connected on top flange and bottom flange, and all connecting portions are welding, long girder II (4) is parallel to two short girders, perpendicular to secondary beam I (5) and two secondary beam II (6), by junction plate III (25), junction plate IV (26) is connected with secondary beam I (5) and two secondary beam II (6) with junction plate V (27), described junction plate III (25) is positioned at the end of two secondary beam II (6), the upper and lower side of junction plate III (25) is connected with the edge of a wing of two secondary beam II (6), a side is connected with the web of two secondary beam II (6), another side connects with long girder II (4) end web, described junction plate IV (26) is rectangular steel plates, wherein be connected with the web parallel docking of middle part secondary beam I (5) on one side, other three limits are connected with web with the edge of a wing of long girder II (4) respectively, two sides of described junction plate V (27) connect the edge of a wing of long girder II (4) and secondary beam I (5), with the edge of a wing that is connected long girder II (4) and two secondary beam II (6), junction plate V (27) is connected to long girder II (4), on the top flange and bottom flange of secondary beam I (5) and secondary beam II (6), all connecting portions are all adopted as welding, floor (28) adopts peg to splice on the framework being surrounded by long girder II (4), secondary beam I (5), secondary beam II (6), short girder IV (12),
Described F plate is made up of secondary beam I (5), secondary beam II (6), column base IV (10), short girder IV (12), junction plate III (25) and junction plate IV (26), junction plate V (27), floor (28), all members of described F plate all complete in factory process, be then connected with peg each component assembly is become to described assembling floor F by welding, short girder IV (12) and vertical the putting of secondary beam II (6), by junction plate III (25), junction plate V (27) is connected with secondary beam II (6), described junction plate III (25) is wherein connected with the web parallel docking of short girder IV (12) on one side, other three limits are connected with web with the edge of a wing of secondary beam II (6) respectively, two sides of described junction plate V (27) are connected with the edge of a wing of secondary beam II (6) with short girder IV (12) respectively, two junction plate V (27) are connected on the top flange and bottom flange of short girder IV (12) and secondary beam II (6), all connecting portions are all adopted as welding, two short girder IV (12) are placed on same straight line, are connected by column base IV (10), and the I of flanged plate up and down (14) of column base IV (10) flushes with the upper bottom flange of two short girder IV (12) respectively, and all connecting portions are all adopted as welding, middle part secondary beam I (5) is parallel with secondary beam II (6) on limit, vertical with two short girders, be connected with two short girder IV (12) with junction plate V (27) by column base IV (10), the I of flanged plate up and down (14) of column base IV (10) flushes with the upper bottom flange of middle part secondary beam I (5) respectively, two sides of described junction plate V (27) are connected with the edge of a wing of middle part secondary beam I (5) with two short girder IV (12) respectively, two junction plate V (27) are connected on the top flange and bottom flange of short girder IV (12) and secondary beam I (5), all connecting portions are all adopted as welding, long girder II (4) is parallel to two short girder IV (12), perpendicular to secondary beam I (5) and two secondary beam II (6), by junction plate III (25), junction plate IV (26) is connected with secondary beam I (5) and two secondary beam II (6) with junction plate V (27), described junction plate III (25) is positioned at the end of two secondary beam II (6), the upper and lower side of junction plate III (25) is connected with the edge of a wing of two secondary beam II (6), a side is connected with the web of two secondary beam II (6), another side connects with long girder II (4) end web, described junction plate IV (26) is rectangular steel plates, wherein be connected with the web parallel docking of middle part secondary beam I (5) on one side, other three limits are connected with web with the edge of a wing of long girder II (4) respectively, two sides of described junction plate V (27) connect the edge of a wing of long girder II (4) and secondary beam I (5), with the edge of a wing that is connected long girder II (4) and two secondary beam II (6), junction plate V (27) is connected to long girder II (4), on the top flange and bottom flange of secondary beam I (5) and secondary beam II (6), all connecting portions are all adopted as welding, floor (28) adopts peg to splice on the framework being surrounded by secondary beam I (5), secondary beam II (6), column base IV (10), short girder IV (12),
Described assembling floor A plate and described assembling floor B plate splice, connecting method is that the long girder I (3) of the long girder I (3) of A plate and B plate is spliced, stitching position is at least the end of the long girder I (3) of A plate and the long girder I (3) of B plate, middle part, / 4th places, secondary beam I (5) splicing on the limit of secondary beam I (5) and B plate on the limit of A plate, the secondary beam II (6) of A plate and the splicing of the secondary beam II (6) of B plate, all splicings all adopt bolt to carry out scene splicing;
Described assembling floor B plate and described assembling floor C plate splice, a kind of connecting method is by the secondary beam I (5) of B plate, secondary beam II (6), the secondary beam II (6) of short girder III (11) and short girder IV (12) and C plate, column base III (9), column base IV (10), short girder III (11), short girder IV (12) is spliced, stitching position is at least the secondary beam I (5) of B plate and the splicing of the column base III (9) of C plate, the middle part secondary beam I (5) of B plate and the splicing of the column base IV (10) of C plate, the secondary beam II (6) of B plate and the splicing of the secondary beam II (6) of C plate, the short girder III (11) of B plate is spliced with the column base III (9) of C plate and column base IV (10), the short girder III (11) of B plate and the short girder III (11) of C plate are spliced at end and the middle part of short girder III (11), the short girder IV (12) of B plate is spliced with column base IV (10), the short girder IV (12) of B plate and the short girder IV (12) of C plate are spliced at end and the middle part of short girder IV (12), all splicings all adopt bolt to carry out scene splicing, described assembling floor B plate and described assembling floor C plate splice, another kind of connecting method is that the long girder I (3) of the long girder I (3) of C plate and B plate is spliced, stitching position is at least the end of the long girder I (3) of C plate and the long girder I (3) of B plate, middle part, / 4th places, secondary beam I (5) splicing on the limit of secondary beam I (5) and C plate on the limit of B plate, the secondary beam II (6) of B plate and the splicing of the secondary beam II (6) of C plate, all splicings all adopt bolt to carry out scene splicing,
Described assembling floor C plate and described assembling floor A plate splice, connecting method is that the long girder I (3) of the long girder I (3) of C plate and A plate is spliced, stitching position is at least the end of the long girder I (3) of C plate and the long girder I (3) of A plate, middle part, / 4th places, secondary beam I (5) splicing on the limit of secondary beam I (5) and A plate on the limit of C plate, the secondary beam II (6) of C plate and the splicing of the secondary beam II (6) of A plate, all splicings all adopt bolt to carry out scene splicing;
Described assembling floor D plate and described assembling floor E plate splice, connecting method is that the long girder II (4) of the long girder II (4) of D plate and E plate is spliced, stitching position is at least the end of the long girder II (4) of D plate and the long girder II (4) of E plate, middle part, / 4th places, the secondary beam II (6) of D plate and the splicing of the secondary beam II (6) of E plate, all splicings all adopt bolt to carry out scene splicing;
Described assembling floor E plate and described assembling floor F plate splice, a kind of connecting method is by the secondary beam I (5) of E plate, secondary beam II (6), the secondary beam II (6) of short girder IV (12) and F plate, column base IV (10), short girder IV (12) is spliced, stitching position is at least the middle part secondary beam I (5) of E plate and the splicing of the column base IV (10) of F plate, the secondary beam II (6) of E plate and the splicing of the secondary beam II (6) of F plate, the short girder IV (12) of E plate is spliced with the column base IV (10) of F plate, the short girder IV (12) of E plate and the short girder IV (12) of F plate are spliced at end and the middle part of short girder IV (12), all splicings all adopt bolt to carry out scene splicing, another kind of connecting method is that the long girder II (4) of the long girder II (4) of E plate and F plate is spliced, stitching position is at least the end of the long girder II (4) of E plate and the long girder II (4) of F plate, middle part, / 4th places, the secondary beam II (6) of E plate and the splicing of the secondary beam II (6) of F plate, all splicings all adopt bolt to carry out scene splicing,
Described assembling floor F plate and described assembling floor D plate splice, connecting method is that the long girder II (4) of the long girder II (4) of F plate and D plate is spliced, stitching position is at least the end of the long girder II (4) of F plate and the long girder II (4) of D plate, middle part, / 4th places, the secondary beam II (6) of F plate and the splicing of the secondary beam II (6) of D plate, all splicings all adopt bolt to carry out scene splicing;
Described assembling floor A plate and described assembling floor D plate splice, connecting method is that the secondary beam II (6) of the secondary beam II (6) of A plate and D plate is spliced, stitching position is at least the end of the secondary beam II (6) of A plate and the secondary beam II (6) of D plate, middle part, all splicings all adopt bolt to carry out scene splicing;
Described assembling floor B plate and described assembling floor E plate splice, connecting method is that the secondary beam II (6) of the secondary beam II (6) of B plate and E plate is spliced, stitching position is at least the end of the secondary beam II (6) of B plate and the secondary beam II (6) of E plate, middle part, all splicings all adopt bolt to carry out scene splicing;
Described assembling floor C plate and described assembling floor F plate splice, connecting method is that the secondary beam II (6) of the secondary beam II (6) of C plate and F plate is spliced, stitching position is at least the end of the secondary beam II (6) of C plate and the secondary beam II (6) of F plate, middle part, all splicings all adopt bolt to carry out scene splicing;
The basic composition unit of described assembling floor system is A plate, B plate, C plate, D plate, E plate and F plate; The two ends of assembling floor system are A plate and D plate in the horizontal, and B plate and C plate stitch together and can form a module, and this module can be spliced mutually, according to the area of building requirements, increase quantity and the splicing of A plate of this module; E plate and F plate stitch together and can form another module, and this module can be spliced mutually, according to the area of building requirements, increase quantity and the splicing of D plate of this module; The two ends of longitudinally upper assembling floor system are A plate, B plate and C plate, by increasing the intermediate module of D plate, E plate and F plate composition, splice to increase building area; Realize Modularized splice;
Described column base comprises the column base of four kinds of forms, is respectively column base I (7), column base II (8), column base III (9) and column base IV (10); Column base V (13) is made up of two flanged plate I (14) and a square steel pipe I (15), and two flanged plate I (14) lay respectively on two terminations of square steel pipe I (15), and all connections all adopt welding;
Described column base I (7) is made up of column base V (13) and two junction plate I (16), and two junction plate I (16) lay respectively on the axis of two lateral surfaces that column base V (13) is adjacent, is connected with square steel pipe I (15) with flanged plate I (14); Described junction plate I (16) is a rectangular steel plates, two faces that are parallel to flanged plate I (14) are connected with upper and lower flanged plate I (14) respectively, perpendicular to two parallel faces of flanged plate I (14), one is connected with square steel pipe I (15), one concordant with the outward flange of flanged plate I (14), and all connections all adopt welding;
Described column base II (8) is made up of column base V (13) and three junction plate I (16), and three junction plate I (16) lay respectively on the axis of three lateral surfaces of column base V (13), is connected with square steel pipe I (15) with flanged plate I (14); Described junction plate I (16) is a rectangular steel plates, two faces that are parallel to flanged plate I (14) are connected with upper and lower flanged plate I (14) respectively, perpendicular to two parallel faces of flanged plate I (14), one is connected with square steel pipe I (15), one concordant with the outward flange of flanged plate I (14), and all connections all adopt welding;
Described column base III (9) is by column base V (13), two junction plate I (16) and three junction plate II (17) composition, junction plate I (16) and junction plate II (17) are arranged on three adjacent lateral surfaces, on first face, arrange two junction plate II (17), axis along face is arranged symmetrically with, second face is adjacent with first face, on second face, arrange a junction plate II (17) and a junction plate I (16), arrange junction plate II (17) in the side near first face, axis place at face arranges junction plate I (16), the 3rd face is adjacent with second face, on the 3rd face, arrange a junction plate I (16), be positioned at the axis place of face, described junction plate I (16) is a rectangular steel plates, two faces that are parallel to flanged plate I (14) are connected with upper and lower flanged plate I (14) respectively, perpendicular to two parallel faces of flanged plate I (14), one is connected with square steel pipe I (15), one concordant with the outward flange of flanged plate I (14), and all connections all adopt welding, described junction plate II (17) is an angle steel or channel-section steel, and upper lower section is connected with upper and lower flanged plate I (14) respectively, and outer surface is concordant with the outward flange of flanged plate I (14), and all connections all adopt welding,
Described column base IV (10) is by column base V (13), three junction plate I (16) and four junction plate II (17) composition, junction plate I (16) and junction plate II (17) are arranged on four faces, on first face, arrange two junction plate II (17), axis along face is arranged symmetrically with, second face is adjacent with first face, on second face, arrange a junction plate II (17) and a junction plate I (16), arrange junction plate II (17) in the side near first face, axis place at face arranges junction plate I (16), the 3rd face is adjacent with second face, on the 3rd face, arrange a junction plate I (16), be positioned at the axis place of face, the 4th face is adjacent with first face with the 3rd face, on the 4th face, arrange a junction plate II (17) and a junction plate I (16), arrange junction plate II (17) in the side near first face, axis place at face arranges junction plate I (16), described junction plate I (16) is a rectangular steel plates, two faces that are parallel to flanged plate I (14) are connected with upper and lower flanged plate I (14) respectively, perpendicular to two parallel faces of flanged plate I (14), one is connected with square steel pipe I (15), one concordant with the outward flange of flanged plate I (14), and all connections all adopt welding, described junction plate II (17) is an angle steel or channel-section steel, and upper lower section is connected with upper and lower flanged plate I (14) respectively, and outer surface is concordant with the outward flange of flanged plate I (14), and all connections all adopt welding,
Described assembling flange post comprises the assembling flange post of three kinds of forms, is respectively flange post I (20), flange post II (22) and flange post III (24);
Described flange post I (20) is made up of a square steel pipe II (18) and two flanged plate II (19), and two flanged plate II (19) lay respectively on two terminations of square steel pipe II (18), and all connections all adopt welding; Described flanged plate II (19) comprises middle part bolt hole and adjacent both sides over-hang part bolt hole, and the bolt hole at middle part is corresponding with the bolt hole of flanged plate I (14);
Described flange post II (22) is made up of a square steel pipe II (18) and two flanged plate III (21), and two flanged plate III (21) lay respectively on two terminations of square steel pipe II (18), and all connections all adopt welding; The section form of described flanged plate III (21) can be diversified, comprises middle part bolt hole and three limit over-hang part bolts hole, and the bolt hole at middle part is corresponding with the bolt hole of flanged plate I (14);
Described flange post III (24) is made up of a square steel pipe II (18) and two flanged plate IV (23), and two flanged plate IV (23) lay respectively on two terminations of square steel pipe II (18), and all connections all adopt welding; The section form of described flanged plate IV (23) can be diversified, comprises middle part bolt hole and four limit over-hang part bolts hole, and the bolt hole at middle part is corresponding with the bolt hole of flanged plate I (14);
Described flanged plate II (19), flanged plate III (21) and flanged plate IV (23), comprise middle part bolt hole and over-hang part bolt hole, the effect of the bolt hole at middle part is by adopting bolt that it is connected with column base, the effect of over-hang part bolt hole is by adopting bolt that it is connected with beam, make bean column node realize the effect rigidly connecting, over-hang part end plate also plays the effect of supporting top floor simultaneously; Described flange post I (20), in spliced assembling floor system, is connected with column base I (7) and adjacent beam, and all connections are all with bolts; Described flange post II (22), in spliced assembling floor system, is connected with column base II (8), column base III (9) and adjacent beam, and all connections are all with bolts; Described flange post III (24), in spliced assembling floor system, is connected with column base IV (10) and adjacent beam, and all connections are all with bolts;
Described eccentrical braces, is characterized in that, the end of accentric support I (29) comprises flanged plate, by adopting bolt that the end of accentric support I (29) is connected and bean column node place, or the edge of a wing place of beam, entirety forms eccentrically braces structure system.
2. in the how high-rise assembling type steel structure eccentrical braces of modularization according to claim 1, it is characterized in that: described short girder I (1), short girder II (2), secondary beam I (5) are H shaped steel, or two back-to-back equivalent H shaped steel that are spliced of channel-section steel, or two equivalent H shaped steel that T-steel is spliced, or four equivalent H shaped steel that angle splice joint forms; Described long girder I (3), long girder II (4), secondary beam II (6), short girder III (11), short girder IV (12) are channel-section steels, or two equivalent channel-section steels that angle splice joint forms.
3. in the how high-rise assembling type steel structure eccentrical braces of modularization according to claim 1, it is characterized in that: described all beams are section steel beams, or at the beam that punches of the web place of beam opening holes, be convenient to various pipelines and pass.
CN201410105185.2A 2014-03-20 2014-03-20 The how high-rise assembling type steel structure eccentrical braces of a kind of modularization Expired - Fee Related CN103882954B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104652617A (en) * 2015-02-08 2015-05-27 北京工业大学 Beam-column joint connection device of multi-story fabricated steel structure system

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09324467A (en) * 1996-06-05 1997-12-16 Shinko North Kk Canteen type balcony
CN102979162A (en) * 2012-11-26 2013-03-20 北京工业大学 Multi-story high-rise assembled steel structure frame - prestressed centrally-braced system
CN102995744A (en) * 2012-11-26 2013-03-27 北京工业大学 Industrialized multi-high-rise assembly type steel structure frame-pre-stressed center support system
CN103114648A (en) * 2012-11-26 2013-05-22 北京工业大学 Multi-high-layer assembly type steel structure frame-center supporting system
CN103206014A (en) * 2013-04-23 2013-07-17 北京工业大学 Multi-high-rise assembled steel structure frame supporting system capable of realizing rigid connection of joints

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09324467A (en) * 1996-06-05 1997-12-16 Shinko North Kk Canteen type balcony
CN102979162A (en) * 2012-11-26 2013-03-20 北京工业大学 Multi-story high-rise assembled steel structure frame - prestressed centrally-braced system
CN102995744A (en) * 2012-11-26 2013-03-27 北京工业大学 Industrialized multi-high-rise assembly type steel structure frame-pre-stressed center support system
CN103114648A (en) * 2012-11-26 2013-05-22 北京工业大学 Multi-high-layer assembly type steel structure frame-center supporting system
CN103206014A (en) * 2013-04-23 2013-07-17 北京工业大学 Multi-high-rise assembled steel structure frame supporting system capable of realizing rigid connection of joints

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104652617A (en) * 2015-02-08 2015-05-27 北京工业大学 Beam-column joint connection device of multi-story fabricated steel structure system

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