CN103898971B - A kind of many high-rise assembling type steel structure systems of modularization realizing rigid joint connection - Google Patents

Abstract

A modular assembly steel structure system with nodes rigidly connected belongs to the technical field of structural engineering. The structural system is formed by assembling the prefabricated floor slab and the prefabricated flange column with bolts; the prefabricated floor slab can be spliced to a required scale, and the prefabricated floor slabs are spliced with bolts to form the entire floor of the building. The steel structure system of the present invention realizes factory production and rapid on-site assembly. At the same time, the present invention completely uses high-strength bolts for on-site assembly, avoiding environmental pollution caused by concrete pouring and steel welding. When the structural components are removed, they can be recycled efficiently. It is a green structural system that truly realizes the concept of green environmental protection.

Description

A modular multi-story prefabricated steel structure system that realizes rigid node connections

technical field

The invention relates to a modular multi-high-rise assembled steel structure system for realizing rigid node connections, belonging to the technical field of structural engineering.

Background technique

my country's annual urban and rural housing area is 2 billion square meters, of which more than 80% are high-energy buildings, and the energy consumption per unit building area in my country is more than twice that of developed countries. According to the statistics of the China Steel Association and the National Bureau of Statistics, in 2013, my country's steel production exceeded 1 billion tons for the first time, reaching 1.06762 billion tons, ranking first in the world's steel production. The steel structure building area in the United States accounts for more than 50% of the total building area. Japan accounts for 80%, while our country is less than 4%. China, as a big steel production country in the world, lags far behind in the development of steel structure housing.

On January 1, 2013, the General Office of the State Council forwarded the "Green Building Action Plan" formulated by the National Development and Reform Commission and the Ministry of Housing and Urban-Rural Development with Guobanfa [2013] No. 1. It clearly stated in the important tasks stipulated that: Vigorously develop green building materials and promote the industrialization of construction. Housing, urban and rural construction and other departments are required to speed up the establishment of a standard system for the design, construction, and production of parts to promote industrialization of construction, promote the standardization of structural parts, parts, and components, enrich the types of standard parts, and improve versatility and replaceability. Promote construction systems such as prefabricated steel structures suitable for industrial production, accelerate the development of prefabrication and assembly technologies for construction projects, and improve the integration level of construction industrialization technology. Support the construction of industrialized bases that integrate design, production, and construction, and carry out demonstration and pilot projects of industrialized buildings. Prefabricated steel structure residences can better reflect the essence of green buildings, and the "Green Building Action" provides a major opportunity for the innovation and industrialization of the corresponding system of steel structures in my country.

The problem with the existing modular multi-high-rise fabricated steel structure system in my country lies in the nodes connected by floor slabs and beams and columns. The rigid connection of nodes cannot be realized only by a limited number of high-strength bolts, which is not conducive to the stress of the structure. The splicing form adopted by the invention can effectively realize the rigid connection of the nodes and overcome the shortcomings of the existing system.

Contents of the invention

The invention proposes a modular multi-high-rise assembled steel structure system belonging to the technical field of structural engineering.

Technical scheme of the present invention is as follows:

The modular multi-high-rise prefabricated steel structure system is assembled by prefabricated floor slabs and prefabricated flange columns using bolts; the beam-column nodes of the steel structure system are connected to the frame by welding in the factory, which can achieve rigidity Connection; the prefabricated floor is spliced by six types of prefabricated floors: A board, B board, C board, D board, E board and F board;

The A plate is composed of short main beam I1, short main beam II2, secondary beam I3, secondary beam II4, secondary beam III5, long main beam I6, column seat 7, connection plate I15, connection plate II16 and floor slab 17; All components of slab A are processed and manufactured in the factory, and then assembled into the prefabricated floor A by welding and shear key connection; The plate I15 connects the short main beam II2 and the secondary beam I3, and the short main beam II2 and the secondary beam I3 are connected to the square steel pipe I (12) of the column seat 7, and the two sides of the connecting plate I15 are respectively connected to the short main beam II2 is connected to the flange of the secondary beam I3, and two connecting plates I15 are respectively connected to the upper and lower flanges of the short main beam II2 and the secondary beam I3, and all the connection parts are welded; the short main beam I1 and the short main beam The beam II2 is placed on the same straight line and connected by the column base 7, the short main beam I1 and the short main beam II2 are connected on the square steel pipe I (12) of the column base 7, and all the connection parts are welded; the secondary beam II4 Parallel to secondary beam I3, perpendicular to short main beam I1 and short main beam II2, connected to short main beam I1 and short main beam II2 through column base 7 and connecting plate I15, square steel pipe I (12) connected to column base 7 Above, the two sides of the connecting plate I15 are respectively connected to the flanges of the short main beam I1, the short main beam II2 and the secondary beam II4, and the two connecting plates I15 are respectively connected to the short main beam I1, the short main beam II2 and the secondary On the upper and lower flanges of beam Ⅱ4, all the connection parts are welded; the secondary beam Ⅲ5 is parallel to the secondary beam Ⅱ4, perpendicular to the short main beam Ⅰ1 and short main beam Ⅱ2, and connected to the short main beam through the connecting plate Ⅰ15 I1 is connected, the three sides of the plate protruding from the short main beam I1 are connected with the upper and lower flanges and the web of the secondary beam III5, and the two sides of the connecting plate I15 are respectively connected with the wings of the short main beam I1 and the secondary beam III5 The two connecting plates I15 are respectively connected to the upper flange and the lower flange, and all the connecting parts are welded; the long main beam I6 is parallel to the short main beam I1 and short main beam II2, and perpendicular to the secondary beam I3 , connect with the secondary beam I3, secondary beam II4 and secondary beam III5 through the connecting plate I15 and the connecting plate II16, the connecting plate II16 is located at the end of the secondary beam I3 and the secondary beam II4, the upper and lower ends of the connecting plate II16 and the secondary beam I3 is connected to the flange of the secondary beam II4, one side is connected to the web of the secondary beam I3, and the other side is connected to the web of the long main beam I6, and the two sides of the connecting plate I15 are connected to the long main beam I6 , the flanges of secondary beam I3, secondary beam II4 and secondary beam III5, and the connection plate I15 is respectively connected to the upper and lower flanges of long main beam I6, secondary beam I3, secondary beam II4 and secondary beam III5, all The connection parts are all welded; the floor 17 is spliced on the plane surrounded by the short main beam I1, the short main beam II2, the secondary beam I3, the secondary beam II4, the secondary beam III5 and the long main beam I6 by using shear keys;

The B-board is composed of secondary beam II4, long main beam I6, long main beam II8, secondary beam IV9, secondary beam V10, connecting plate I15, connecting plate II16 and floor 17; all components of the B-plate are processed in the factory After the fabrication is completed, each component is assembled into the prefabricated floor B by welding and shear key connections; the long main beam I6, the secondary beam IV9, and the secondary beam V10 are placed vertically, and the two The long main beam I6 is connected with the secondary beam IV9 and the secondary beam V10 at the ends of the beams to form a rectangular frame. one side is connected with the web of secondary beam IV9 and secondary beam V10, the other side is connected with the web of long main beam I6, and the two sides of the connecting plate I15 are respectively connected with long main beam I6 and secondary The flanges of beam IV9, long main beam I6 and secondary beam V10 are connected, and two connecting plates I15 are set to connect respectively to the upper and lower flanges of long main beam I6 and secondary beam IV9, long main beam I6 and secondary beam V10 Above, all the connection parts are welded; the long main beam II8 is parallel to the long main beam I6, and placed vertically with the secondary beam V10, the long main beam II8 is located in the middle of the two long main beams I6, and the long main beam II8 The two ends are respectively connected to the middle parts of the secondary beam IV9 and the secondary beam V10 through the connecting plate I15, and the two sides of the connecting plate I15 are respectively connected with the long main beam II8 and the secondary beam IV9, the long main beam II8 and the secondary beam V10 The flanges are connected, and the two end extensions of the long main beam Ⅱ8 are respectively connected with the middle webs of the secondary beams Ⅳ9 and Ⅴ10, and the two connecting plates Ⅰ15 are connected to the long main beam Ⅱ8, secondary beam Ⅳ9 and On the upper flange and the lower flange of the secondary beam V10, all the connection parts are welded; the secondary beam II4 is parallel to the secondary beam V10, placed vertically with the long main beam I6 and the long main beam II8, and connected by the connecting plate I15 The beam end of the secondary beam II4 is connected to the middle of the long main beam I6 and the long main beam II8, and the two sides of the connecting plate I15 at the end connecting the secondary beam II4 and the long main beam I6 are respectively connected to the wings of the secondary beam II4 and the long main beam I6. The two connecting plates I15 are connected to the upper and lower flanges of the secondary beam II4 and the long main beam I6 respectively, and the two sides of the connecting plate I15 at the end of the secondary beam II4 and the long main beam II8 are respectively It is connected with the flanges of the secondary beam Ⅱ4 and the long main beam Ⅱ8, and the two connecting plates Ⅰ15 are respectively connected to the upper and lower flanges of the secondary beam Ⅱ4 and the long main beam Ⅱ8, and the protruding parts at both ends of the secondary beam Ⅱ4 It is connected with the middle web of the long main beam I6 and the long main beam II8, and all the connection parts are welded; the floor 17 is spliced by the secondary beam II4, the long main beam I6, the long main beam II8, the secondary On the frame surrounded by Ⅳ9 and secondary beam Ⅴ10;

The C plate is composed of short main beam I1, short main beam II2, secondary beam I3, secondary beam II4, long main beam I6, column seat 7, secondary beam V10, connection plate I15, connection plate II16 and floor slab 17; All the components of the C slab are processed and manufactured in the factory, and then assembled into the prefabricated floor C by welding and shear key connections; the two secondary beams I3 are placed on the same straight line, and the Connection, connected on the square steel pipe I (12) of the column base 7, as the two opposite sides of the rectangular prefabricated floor plate C, all connections are welded; the long main beam I6 and the secondary beam I3 are placed vertically, as a rectangular The other two opposite sides of the C-plate of the prefabricated floor are all connected by welding; the four sides of the C-plate are connected through the connecting plate I15 and the connecting plate II16 to form a rectangular frame, and the two sides of the connecting plate I15 are respectively connected to The flanges of the long main beam I6 and the secondary beam I3 are connected, and two connecting plates I15 are respectively connected to the upper and lower flanges of the long main beam I6 and the secondary beam I3, and all the connecting parts are welded. Ⅱ16 is located at the end where the secondary beam Ⅰ3 is connected with the long main beam Ⅰ6, the upper and lower ends of the connecting plate Ⅱ16 are connected with the flange of the secondary beam Ⅰ3, and one side is connected with the web of the secondary beam Ⅰ3, and all the connection parts are welded; One end of the short main beam I1, the short main beam II2 and two secondary beams II4 are respectively connected to the four sides of the column base 7, and the short main beam I1, the short main beam II2 and the two secondary beams II4 are connected to the four sides of the column base 7 On the square steel pipe I12, two short main beams are on a straight line, two secondary beams are on a straight line, the column seat 7 is located in the center of the C plate, and the adjacent short main beams and secondary beams are connected through the connecting plate I15 , the two sides of the connecting plate I15 are respectively connected to the flanges of the short main beam I1 and the secondary beam II4, and the connecting plate I15 is respectively connected to the upper and lower flanges of the short main beam I1 and the secondary beam II4. The other end of the short main beam I1 is connected to the middle of the secondary beam V10, and the three sides of the protruding part of the short main beam I1 are respectively connected to the flange and web of the secondary beam V10, and the short main beam I1 is connected to the secondary beam through the connecting plate I15 V10 sides are connected, the two sides of connecting plate I15 are respectively connected with the flanges of short main beam I1 and secondary beam V10, and connecting plate I15 is respectively connected with the upper and lower flanges of short main beam I1 and secondary beam V10, all The connection parts of the main beam II2 are all welded, and the other end of the short main beam II2 is connected to the two secondary beams I3 through the column base 7 and the connecting plate I15, connected to the square steel pipe I (12) of the column base 7, and the connecting plate I15 The two side faces of the short main beam II2 and the flange of the secondary beam I3 are connected respectively, and the connecting plate I15 is respectively connected to the upper and lower flanges of the short main beam II2 and the secondary beam I3, and all the connection parts are welded. The other end of the secondary beam II4 is connected to the middle part of the long main beam I6, and is connected by a connecting plate I15, and the three sides of the protruding part of the secondary beam II4 are respectively connected with the flange and the web of the long main beam I6, and the connecting plate The two sides of I15 are respectively connected to the flanges of the secondary beam II4 and the long main beam I6, and the connection plate I15 is respectively connected to the upper and lower flanges of the secondary beam II4 and the long main beam I6 Above, all the connection parts are welded; the floor 17 is spliced on the frame surrounded by the short main beam I1, the short main beam II2, the secondary beam I3, the secondary beam II4 and the long main beam I6 by using shear keys;

The D plate is composed of short main beam I1, secondary beam II4, secondary beam III5, long main beam I6, column seat 7, connection plate I15, connection plate II16 and floor slab 17; all components of the D plate are processed in the factory After the fabrication is completed, each component is assembled into the prefabricated floor D by welding and shear key connection; the short main beam I1 and the secondary beam III5 are placed vertically, and the short main beam I1 and the secondary beam III5 are connected through the connecting plate I15 , the protruding part of the short main beam I1 is connected to the end web of the secondary beam III5, and the two sides of the connecting plate I15 are respectively connected to the flanges of the short main beam I1 and the secondary beam III5, and the two connecting plates I15 are respectively It is connected to the upper flange and the lower flange, and all the connection parts are welded; the two short main beams I1 are placed on the same straight line and connected by the column base 7, and the two short main beams I1 are connected to the base of the column base 7. On the square steel pipe I12, all the connection parts are welded; the secondary beam II4 is parallel to the secondary beam III5, perpendicular to the two short main beams I1, connected to the two short main beams I1 through the column seat 7 and the connecting plate I15, and connected On the square steel pipe I12 of the column base 7, the two sides of the connecting plate I15 are respectively connected to the flanges of the two short main beams I1 and the secondary beam II4, and the connecting plate I15 is connected to the two short main beams I1 and the secondary beams respectively. On the upper and lower flanges of the beam II4, all the connection parts are welded; the long main beam I6 is parallel to the two short main beams I1, perpendicular to the secondary beam II4, and connected to the two main beams through the connecting plate I15 and the connecting plate II16. The secondary beam II4 at the end is connected with the secondary beam III5. The connecting plate II16 is located at the end of the secondary beam II4 and the secondary beam III5. The upper and lower ends of the connecting plate II16 are connected with the flanges of the secondary beam II4 and the secondary beam III5. One side It is connected with the web of secondary beam II4 and III5, and the other side is connected with the web of long main beam I6, and the two sides of the connecting plate I15 are connected with long main beam I6, secondary beam II4 and secondary beam III5 Flanges, connecting plate I15 are respectively connected to the upper and lower flanges of the long main beam I6, secondary beam II4 and secondary beam III5, the middle web of the long main beam I6 is connected to the protruding part of the secondary beam II4, all The connection parts are all welded; the floor slab 17 is spliced on the frame surrounded by the short main beam I1, the secondary beam II4, the secondary beam III5 and the long main beam I6 by means of shear keys;

The E-board is composed of the secondary beam II4, the long main beam I6, the long main beam II8, the secondary beam V10, the connection plate I15, the connection plate II16 and the floor 17; The components are assembled into a prefabricated floor E by welding and shear key connections; the long main beam I6 and the secondary beam V10 are placed vertically, and the long main beam I6 and the secondary beam V10 are placed at the end of the beam through the connecting plate I15 and the connecting plate II16 Connect to form a rectangular frame, the connecting plate II16 is located at the end of the secondary beam, the upper and lower ends of the connecting plate II16 are connected to the flange of the secondary beam V10, one side is connected to the web of the secondary beam V10, and the other side is connected to the web of the secondary beam V10 The long main beam I6 is connected with the web, and the two sides of the connecting plate I15 are respectively connected with the flanges of the long main beam I6 and the secondary beam V10. On the flange and the lower flange, all the connection parts are welded; the long main beam II8 is parallel to the long main beam I6, placed perpendicular to the secondary beam V10, and the long main beam II8 is located in the middle of the two long main beams I6 , the two ends of the long main beam II8 are respectively connected to the middle part of the secondary beam V10 through the connecting plate I15, and the two sides of the connecting plate I15 are respectively connected with the flanges of the long main beam II8 and the secondary beam V10, and the long main beam The protruding parts of the two ends of II8 are connected to the middle webs of the secondary beam V10 at both ends, and the connecting plate I15 is connected to the upper and lower flanges of the long main beam II8 and secondary beam V10 respectively. All are welded; the secondary beam II4 is parallel to the secondary beam V10, placed vertically with the long main beam I6 and the long main beam II8, and the beam end of the secondary beam II4 is connected to the long main beam I6 and the long main beam II8 through the connecting plate I15 The two sides of the connecting plate I15 at the end connecting the secondary beam II4 and the long main beam I6 are respectively connected to the flanges of the secondary beam II4 and the long main beam I6, and the set connecting plate I15 is connected to the secondary beam II4 and the long main beam respectively. On the upper and lower flanges of beam I6, the two sides of the connecting plate I15 at the end where the secondary beam II4 is connected to the long main beam II8 are respectively connected to the flanges of the secondary beam II4 and the long main beam II8, and two connecting plates are set Ⅰ15 is respectively connected to the upper and lower flanges of the secondary beam Ⅱ4 and the long main beam Ⅱ8. The connection parts are all welded; the floor 17 is spliced on the frame surrounded by the secondary beam II4, the long main beam I6, the long main beam II8 and the secondary beam V10 by using shear keys;

The F-slab is composed of short main beam I1, secondary beam II4, long main beam I6, column base 7, secondary beam V10, connection plate I15, connection plate II16 and floor slab 17; all components of the F-slab are processed in the factory After the fabrication is completed, each component is assembled into a prefabricated floor F by welding and shear key connection; the long main beam I6 and the secondary beam V10 are placed vertically, and the long main beam I6 and the secondary beam V10 are connected through the connecting plate I15 and the connecting plate II16 Connect at the end of the beam to form a rectangular frame, the connecting plate II16 is located at the end of the secondary beam, the upper and lower ends of the connecting plate II16 are connected with the flange of the secondary beam V10, and one side is connected with the web of the secondary beam V10, The other side is connected to the web of the long main beam I6, and the two sides of the connecting plate I15 are respectively connected to the flanges of the long main beam I6 and the secondary beam V10, and the set connecting plate I15 is respectively connected to the long main beam I6 and the secondary On the upper and lower flanges of beam V10, all the connection parts are welded; one end of two short main beams I1 and two secondary beams II4 are respectively connected to the four sides of column base 7, and the two short main beams Ⅰ1 and two secondary beams Ⅱ4 are connected to the square steel pipe Ⅰ12 of the column base 7, the two short main beams are on a straight line, the two secondary beams are on a straight line, the column base 7 is located in the center of the F plate, and the adjacent short The main beam and the secondary beam are connected through the connecting plate I15, the two sides of the connecting plate I15 are respectively connected to the flanges of the short main beam I1 and the secondary beam II4, and the connecting plate I15 is connected to the short main beam I1 and the secondary beam respectively. On the upper and lower flanges of the beam II4, the other end of the short main beam I1 is connected to the middle part of the secondary beam V10, and the three sides of the protruding part of the short main beam I1 are respectively connected to the flange and the web of the middle part of the secondary beam V10. Plate connection, the short main beam I1 is connected to the secondary beam V10 through the connecting plate I15, the two sides of the connecting plate I15 are respectively connected to the flanges of the short main beam I1 and the secondary beam V10, and the connecting plate I15 is connected to the upper flange and the lower flange respectively. On the flange, the other end of the secondary beam II4 is connected to the middle part of the long main beam I6, and the connecting plate I15 is used for connection. The three sides of the protruding part of the secondary beam II4 are respectively connected to the flange and web Plate connection, the two sides of the connecting plate I15 are respectively connected with the flanges of the secondary beam II4 and the long main beam I6, and the connecting plate I15 is respectively connected with the upper and lower flanges of the secondary beam II4 and the long main beam I6, all The connection parts are all welded; the floor 17 is spliced on the frame surrounded by the short main beam I1, the secondary beam II4, the long main beam I6, the column base 7, and the secondary beam V10 by using shear keys;

The prefabricated floor plate A is spliced with the prefabricated floor plate B, and the splicing method is to splice the long main beam I6 of the A plate and the long main beam I6 of the B plate, and all the splicing uses bolts for on-site splicing; The prefabricated floor plate B is spliced with the prefabricated floor plate C, and the splicing method is to splice the long main beam I6 of the B plate and the long main beam I6 of the C plate, and all the splicing uses bolts for on-site splicing; The prefabricated floor board D is spliced with the prefabricated floor E board, and the splicing method is to splice the long main beam I6 of the D board and the long main beam I6 of the E board, and the prefabricated floor E board and the The prefabricated floor F-slab is spliced, and the splicing method is to splice the long main beam I6 of the E-slab and the long main beam I6 of the F-slab. All the splicing uses bolts for on-site splicing; The D-slab of the prefabricated floor is spliced, and the splicing method is to splice the secondary beam V10 of the A-slab and the secondary beam V10 of the D-slab, and all the splicing uses bolts for on-site splicing; The E board is spliced, the splicing method is to splice the secondary beam V10 of the B board and the secondary beam V10 of the E board, and the prefabricated floor C board is spliced with the prefabricated floor F board, and the splicing method is to splice the C board Secondary beam Ⅴ10 and secondary beam Ⅴ10 of F-slab are spliced, and all the splicing is carried out on-site with bolts;

The basic constituent units of the prefabricated floor system are A board, B board, C board, D board, E board and F board; the two ends of the prefabricated floor system in the horizontal direction are A board and D board, B board and C board The boards are spliced together to form a module, which can be spliced with each other. According to the area required by the building, the number of this module can be increased to splice with the A board; the E board and the F board can be spliced together to form another module, and the modules can be spliced with each other , according to the area required by the building, increase the number of this module to splice with the D board; the two ends of the prefabricated floor system in the longitudinal direction are A board, B board and C board, and the middle module composed of D board, E board and F board is added , splicing to increase the building area; realize modular splicing;

The column seat 7 is made up of two flange plates 11 and a square steel pipe I12, the two flange plates 11 are respectively located on the two ends of the square steel pipe I12, and all connections are welded; the flange column 13 is composed of A square steel pipe II14 and two flange plates 11 are formed, and the two flange plates 11 are respectively located on the two ends of the square steel pipe II14, and all connections are welded; the flange column 13 is connected with the column seat 7, A steel frame structure system is formed, and all connections are bolted.

The short main beam I1, the short main beam II2, the secondary beam I3, the secondary beam II4, the long main beam II8, and the secondary beam IV9 are H-shaped steel, or the equivalent H-shaped steel formed by splicing two channel steels back to back, or The equivalent H-shaped steel spliced by two T-shaped steels, or the equivalent H-shaped steel spliced by four angle steels; the secondary beam III5, the long main beam I6, and the secondary beam V10 are channel steels, or two angle steels Spliced equivalent channel steel.

All the beams are shaped steel beams, or honeycomb steel beams with openings at the webs of the beams, which are convenient for various pipelines to pass through.

In the modularized multi-story fabricated steel structure system proposed by the present invention, the fabricated flange column and the fabricated column base are all processed and manufactured in a factory, and then each component is connected by bolts to assemble the fabricated floor slab.

All the beams are shaped steel beams, or honeycomb steel beams with openings at the webs of the beams, which are convenient for various pipelines to pass through, which not only saves steel materials, but also effectively increases the net height of the house.

Beneficial effects: the modularized multi-high-rise assembled steel structure system for realizing rigid node connection proposed by the present invention is an innovative structural system in the assembled high-rise building steel structure system. It combines modularization, factoryization and assembly, realizes factory production, rapid assembly on site, improves construction speed, shortens construction period, reduces project cost, reduces environmental pollution, and the steel can be recycled after dismantling. It is a green Environmentally friendly structural system.

Description of drawings

Fig. 1 is the splicing plane layout diagram of the assembled floor slab of the present invention

Fig. 2 is the schematic diagram of prefabricated floor A plate of the present invention

Fig. 3 is the unit exploded view of prefabricated floor A plate of the present invention

Fig. 4 is the schematic diagram of the prefabricated floor B board of the present invention

Fig. 5 is the unit exploded view of the prefabricated floor B board of the present invention

Fig. 6 is the schematic diagram of the prefabricated floor C plate of the present invention

Fig. 7 is the unit exploded view of the prefabricated floor C plate of the present invention

Fig. 8 is the schematic diagram of the prefabricated floor D plate of the present invention

Fig. 9 is a unit exploded view of the prefabricated floor D board of the present invention

Fig. 10 is the schematic diagram of the prefabricated floor E board of the present invention

Fig. 11 is the unit exploded view of the prefabricated floor E board of the present invention

Fig. 12 is the schematic diagram of the prefabricated floor F board of the present invention

Fig. 13 is the unit exploded view of the prefabricated floor F board of the present invention

Fig. 14 is an exploded view of the assembled floor column base unit of the present invention

Fig. 15 is an exploded view of the assembled flange column unit of the present invention

Figure 16 is a schematic diagram of the opening of the beam in the prefabricated floor slab of the present invention

Fig. 17 is an assembly effect diagram of the modular multi-high-rise assembled steel structure system of the present invention

Among them: 1—short main beam Ⅰ, 2—short main beam Ⅱ, 3—secondary beam Ⅰ, 4—secondary beam Ⅱ, 5—secondary beam Ⅲ, 6—long main beam Ⅰ, 7—column seat, 8—long main beam Beam II, 9—secondary beam IV, 10—secondary beam V, 11—flange plate, 12—square steel pipe I, 13—flange column, 14—square steel pipe II, 15—connection plate I, 16—connection plate II , 17—floor

detailed description

The present invention is described in detail below in conjunction with accompanying drawing:

As shown in accompanying drawing 1, in the modularized multi-high-rise fabricated steel structure system that realizes rigid node connections proposed by the present invention, the modularized multi-high-rise fabricated steel structure system consists of fabricated floor slabs and fabricated flange columns using bolts Assembled; the basic components of the prefabricated floor system are A board, B board, C board, D board, E board and F board.

As shown in accompanying drawing 2 and accompanying drawing 3, in the modular multi-high-rise assembled steel structure system that realizes rigid joint connection proposed by the present invention, the A plate is composed of short main beam I1, short main beam II2, secondary beam I3, Secondary beam Ⅱ4, secondary beam Ⅲ5, long main beam Ⅰ6, column base 7, connecting plate Ⅰ15, connecting plate Ⅱ16 and floor slab 17; The connection assembles each component into the prefabricated floor A. The short main beam II2 and the secondary beam I3 are placed vertically, and the short main beam II2 and the secondary beam I3 are connected through the column base 7 and the connecting plate I15, and the short main beam II2 and the secondary beam I3 are connected to the square steel pipe I12 of the column base 7 , the two sides of the connecting plate I15 are respectively connected to the flanges of the short main beam II2 and the secondary beam I3, and the two connecting plates I15 are connected to the upper and lower flanges of the short main beam II2 and the secondary beam I3 respectively, All the connection parts are welded; the short main beam I1 and the short main beam II2 are placed on the same straight line and connected by the column base 7, and the short main beam I1 and the short main beam II2 are connected to the square steel pipe I12 of the column base 7, All the connection parts are welded; the secondary beam II4 is parallel to the secondary beam I3, perpendicular to the short main beam I1 and the short main beam II2, and connected to the short main beam I1 and the short main beam II2 through the column seat 7 and the connecting plate I15, Connected to the square steel pipe I12 of the column base 7, the two sides of the connecting plate I15 are respectively connected to the flanges of the short main beam I1, the short main beam II2 and the secondary beam II4, and the two connecting plates I15 are connected to the short main beam respectively. On the upper and lower flanges of beam Ⅰ1, short main beam Ⅱ2 and secondary beam Ⅱ4, all joints are welded; secondary beam Ⅲ5 is parallel to secondary beam Ⅱ4, and perpendicular to short main beam Ⅰ1 and short main beam Ⅱ2 , connected with the short main beam I1 through the connecting plate I15, the three sides of the plate protruding from the short main beam I1 are connected with the upper and lower flanges and the web of the secondary beam III5, and the two sides of the connecting plate I15 are respectively connected with the short main beam The flanges of the main beam I1 and the secondary beam III5 are connected, and two connecting plates I15 are respectively connected to the upper flange and the lower flange, and all the connection parts are welded; the long main beam I6 is parallel to the short main beam I1 and the short The main beam II2 is perpendicular to the secondary beam I3, and is connected with the secondary beam I3, secondary beam II4 and secondary beam III5 through the connecting plate I15 and the connecting plate II16, and the connecting plate II16 is located at the ends of the secondary beam I3 and the secondary beam II4, The upper and lower ends of the connecting plate II16 are connected with the flanges of the secondary beam I3 and secondary beam II4, one side is connected with the web of the secondary beam I3, and the other side is connected with the web of the long main beam I6, and the connecting plate I15 The two sides of the main girder Ⅰ6, the secondary beam Ⅰ3, the secondary beam Ⅱ4 and the flange of the secondary beam Ⅲ5 are connected, and the connecting plate Ⅰ15 is respectively connected to the long main beam Ⅰ6, the secondary beam Ⅰ3, the secondary beam Ⅱ4 and the secondary beam Ⅲ5 On the flange and the lower flange, all the connection parts are welded; the floor 17 is spliced by the short main beam I1, the short main beam II2, the secondary beam I3, the secondary beam II4, the secondary beam III5, the long main beam On the plane surrounded by beam I6.

As shown in accompanying drawing 4 and accompanying drawing 5, in the modularized multi-high-rise assembled steel structure system that realizes rigid node connections proposed by the present invention, the B plate is composed of secondary beam II4, long main beam I6, long main beam II8, It consists of secondary beam IV9, secondary beam V10, connection plate I15, connection plate II16 and floor slab 17; all the components of the B plate are processed and manufactured in the factory, and then the components are assembled into the assembly by welding and shear key connection. type floor B. The long main beam I6, the secondary beam IV9, and the secondary beam V10 are placed vertically, and the two long main beams I6, secondary beam IV9, and secondary beam V10 are connected at the ends of the beams through the connecting plate I15 and the connecting plate II16 to form a rectangular frame. The connecting plate II16 is located at the end of the secondary beam IV9, the upper and lower ends of the connecting plate II16 are connected with the flanges of the secondary beam IV9 and V10, one side is connected with the webs of the secondary beam IV9 and V10, and the other The side is connected to the web of the long main beam I6, and the two sides of the connecting plate I15 are respectively connected to the flanges of the long main beam I6 and the secondary beam IV9, the long main beam I6 and the secondary beam V10, and the two connecting plates I15 are set They are respectively connected to the upper and lower flanges of the long main beam I6 and secondary beam IV9, the long main beam I6 and the secondary beam V10, and all the connection parts are welded; the long main beam II8 is parallel to the long main beam I6, Placed perpendicular to the secondary beam Ⅴ10, the long main beam Ⅱ8 is located in the middle of the two long main beams Ⅰ6, and the two ends of the long main beam Ⅱ8 are respectively connected to the middle parts of the secondary beam Ⅳ9 and the secondary beam Ⅴ10 through the connecting plate Ⅰ15. The two sides of the connecting plate Ⅰ15 are respectively connected with the flanges of the long main beam Ⅱ8 and the secondary beam Ⅳ9, the long main beam Ⅱ8 and the secondary beam Ⅴ10, and the protruding parts of the two ends of the long main beam Ⅱ8 are connected with the secondary beam Ⅳ9 and The middle web of the beam V10 is connected, and the two connecting plates I15 are respectively connected to the upper and lower flanges of the long main beam II8, secondary beam IV9 and secondary beam V10, and all the connection parts are welded; The secondary beam Ⅱ4 is parallel to the secondary beam Ⅴ10, placed vertically with the long main beam Ⅰ6 and the long main beam Ⅱ8, and the beam end of the secondary beam Ⅱ4 is connected to the middle part of the long main beam Ⅰ6 and the long main beam Ⅱ8 through the connection plate Ⅰ15, and the secondary beam Ⅱ4 The two sides of the connecting plate I15 at one end connected to the long main beam I6 are respectively connected to the flanges of the secondary beam II4 and the long main beam I6, and the two connecting plates I15 are respectively connected to the upper sides of the secondary beam II4 and the long main beam I6. On the flange and the lower flange, the two sides of the connection plate I15 at the end where the secondary beam II4 is connected to the long main beam II8 are respectively connected to the flanges of the secondary beam II4 and the long main beam II8, and the two connecting plates I15 are respectively connected On the upper and lower flanges of the secondary beam II4 and the long main beam II8, the protruding parts at both ends of the secondary beam II4 are connected with the middle webs of the long main beam I6 and the long main beam II8, and all the connecting parts are Welding; the floor slab 17 is spliced on the frame surrounded by secondary beams II4, long main beams I6, long main beams II8, secondary beams IV9 and secondary beams V10 using shear keys.

As shown in accompanying drawings 6 and 7, in the modularized multi-high-rise assembled steel structure system for realizing rigid node connection proposed by the present invention, the C-plate is composed of short main beam I1, short main beam II2, secondary beam I3, Secondary beam II4, long main beam I6, column base 7, secondary beam V10, connecting plate I15, connecting plate II16 and floor slab 17; The connection assembles each component into the prefabricated floor C. The two secondary beams I3 are placed on the same straight line, connected through the column base 7, and connected to the square steel pipe I (12) of the column base 7, as two opposite sides of the rectangular prefabricated floor plate C, all connections are For welding; the long main beam I6 and the secondary beam I3 are vertically placed as the other two opposite sides of the C-plate of the rectangular prefabricated floor, and all connections are welded; the four sides of the C-plate are connected through the connecting plate I15 and the connecting plate II16 Connect to form a rectangular frame, the two sides of the connecting plate I15 are respectively connected to the flanges of the long main beam I6 and the secondary beam I3, and the two connecting plates I15 are respectively connected to the upper flanges of the long main beam I6 and the secondary beam I3 And on the lower flange, all the connection parts are welded, the connecting plate II16 is located at the end where the secondary beam I3 is connected with the long main beam I6, the upper and lower ends of the connecting plate II16 are connected with the flange of the secondary beam I3, and one side The side is connected with the web of the secondary beam I3, and all the connecting parts are welded; one end of the short main beam I1, the short main beam II2 and the two secondary beams II4 are respectively connected to the four sides of the column base 7, and the short main beam Ⅰ1, the short main beam Ⅱ2 and the two secondary beams Ⅱ4 are connected to the square steel pipe I (12) of the column base 7, the two short main beams are on a straight line, the two secondary beams are on a straight line, and the column base 7 is located at C In the center of the slab, the adjacent short main beams and secondary beams are connected through the connecting plate I15. Connected to the upper and lower flanges of the short main beam I1 and the secondary beam II4, the other end of the short main beam I1 is connected to the middle of the secondary beam V10, and the three sides of the protruding part of the short main beam I1 are respectively connected to the secondary beam The flange of V10 is connected to the web, the short main beam I1 is connected to the side of the secondary beam V10 through the connecting plate I15, and the two sides of the connecting plate I15 are respectively connected to the flanges of the short main beam I1 and the secondary beam V10, and the connecting plate I15 They are respectively connected to the upper and lower flanges of the short main beam I1 and the secondary beam V10. All the connection parts are welded. The other end of the short main beam II2 is connected to the two secondary beams through the column base 7 and the connecting plate I15. I3 is connected to the square steel pipe I12 of the column base 7, the two sides of the connecting plate I15 are respectively connected to the flanges of the short main beam II2 and the secondary beam I3, and the connecting plate I15 is respectively connected to the short main beam II2 and the secondary beam On the upper flange and the lower flange of I3, all the connecting parts are welded, and the other end of the secondary beam II4 is connected to the middle of the long main beam I6, and the connecting plate I15 is used for connection, and the protruding part of the secondary beam II4 is three The two sides are respectively connected with the flange and web of the long main beam I6, the two sides of the connecting plate I15 are respectively connected with the flange of the secondary beam II4 and the long main beam I6, and the connecting plate I15 is respectively connected with the secondary beam II4 and the long main beam On the upper and lower flanges of beam I6, all the connection parts are welded; the floor 17 is spliced on the short main beam I1, short main beam II2, secondary beam I3, secondary beam II4, and long main beam I6 by using shear keys. on the surrounding frame.

As shown in accompanying drawings 8 and 9, in the modularized multi-high-rise assembled steel structure system that realizes rigid joint connections proposed by the present invention, the D-slab consists of short main beam I1, secondary beam II4, secondary beam III5, long Main girder I6, column base 7, connecting plate I15, connecting plate II16 and floor slab 17; all components of the D plate are processed and manufactured in the factory, and then assembled into the assembly by welding and shear key connection. type floor D. The short main beam I1 and the secondary beam III5 are placed vertically, and the short main beam I1 and the secondary beam III5 are connected through the connecting plate I15, and the protruding part of the short main beam I1 is connected with the end web of the secondary beam III5. The two sides of the plate I15 are respectively connected with the flanges of the short main beam I1 and the secondary beam III5. The beam Ⅰ1 is placed on the same straight line and connected by the column base 7. The two short main beams Ⅰ1 are connected to the square steel pipe Ⅰ12 of the column base 7, and all the connection parts are welded; the secondary beam Ⅱ4 is parallel to the secondary beam Ⅲ5, It is perpendicular to the two short main beams I1, connected to the two short main beams I1 through the column base 7 and the connecting plate I15, and connected to the square steel pipe I12 of the column base 7. The two sides of the connecting plate I15 are respectively connected to the two The flanges of the short main beam I1 and the secondary beam II4 are connected, and the connecting plate I15 is respectively connected to the upper and lower flanges of the two short main beam I1 and the secondary beam II4, and all the connection parts are welded; the long main beam The beam I6 is parallel to the two short main beams I1 and perpendicular to the secondary beam II4. It is connected to the secondary beam II4 and the secondary beam III5 at both ends through the connecting plate I15 and the connecting plate II16. The connecting plate II16 is located between the secondary beam II4 and the secondary beam The end of Ⅲ5, the upper and lower ends of the connecting plate Ⅱ16 are connected with the flanges of the secondary beam Ⅱ4 and Ⅲ5, one side is connected with the web of the secondary beam Ⅱ4 and Ⅲ5, and the other side is connected with the long main beam Ⅰ6 Web connection, the two sides of the connecting plate I15 are connected to the flanges of the long main beam I6, the secondary beam II4 and the secondary beam III5, and the connecting plate I15 is respectively connected to the upper wings of the long main beam I6, secondary beam II4 and secondary beam III5 On the flange and the lower flange, the middle web of the long main beam I6 is connected to the protruding part of the secondary beam II4, and all the connection parts are welded; the floor 17 is spliced to the short main beam I1 and the secondary beam II4 by using shear keys , secondary beam III5, and long main beam I6 on the frame.

As shown in accompanying drawing 10 and accompanying drawing 11, in the modular multi-high-rise assembled steel structure system that realizes rigid joint connection proposed by the present invention, the E-plate is composed of secondary beam II4, long main beam I6, long main beam II8, The secondary beam V10, the connection plate I15, the connection plate II16 and the floor 17 are composed; all the components of the E-slab are processed and manufactured in the factory, and then each component is assembled into a prefabricated floor E by welding and shear key connection. The long main beam I6 and the secondary beam V10 are vertically placed, and the long main beam I6 and the secondary beam V10 are connected at the end of the beam through the connecting plate I15 and the connecting plate II16 to form a rectangular frame. The connecting plate II16 is located at the end of the secondary beam The upper and lower ends of the connecting plate II16 are connected to the flange of the secondary beam V10, one side is connected to the web of the secondary beam V10, and the other side is connected to the web of the long main beam I6, and the two sides of the connecting plate I15 They are respectively connected to the flanges of the long main girder I6 and the secondary girder V10, and the set connecting plate I15 is respectively connected to the upper and lower flanges of the long main girder I6 and the secondary girder V10, and all the connection parts are welded; The long main beam Ⅱ8 is parallel to the long main beam Ⅰ6 and placed vertically with the secondary beam Ⅴ10. The long main beam Ⅱ8 is located in the middle of the two long main beams Ⅰ6. The two ends of the long main beam Ⅱ8 are respectively connected to the The middle part of the secondary beam V10, the two sides of the connecting plate I15 are respectively connected with the flanges of the long main beam II8 and the secondary beam V10, and the two ends of the long main beam II8 protrude from the middle web of the secondary beam V10 at both ends. The connecting plate I15 is connected to the upper flange and the lower flange of the long main beam II8 and the secondary beam V10 respectively, and all the connection parts are welded; the secondary beam II4 is parallel to the secondary beam V10, and the long The main beam I6 and the long main beam II8 are placed vertically, and the beam end of the secondary beam II4 is connected to the middle of the long main beam I6 and the long main beam II8 through the connecting plate I15, and the connecting plate I15 at one end of the secondary beam II4 is connected to the long main beam I6 The two side surfaces of the two sides are respectively connected with the flanges of the secondary beam II4 and the long main beam I6, and the set connecting plate I15 is respectively connected with the upper and lower flanges of the secondary beam II4 and the long main beam I6, and the secondary beam II4 is connected with the long main beam The two sides of the connecting plate I15 at one end of the beam II8 are respectively connected to the flanges of the secondary beam II4 and the long main beam II8, and the two connecting plates I15 are respectively connected to the upper flange and the lower flange of the secondary beam II4 and the long main beam II8. On the flange, the protruding parts at both ends of the secondary beam Ⅱ4 are connected to the middle webs of the long main beam Ⅰ6 and long main beam Ⅱ8 on both sides, and all the connection parts are welded; the floor 17 is spliced to the secondary beam Ⅱ4 with shear keys , Long main beam I6, long main beam II8, and secondary beam V10 on the frame.

As shown in accompanying drawing 12 and accompanying drawing 13, in the modular multi-high-rise assembled steel structure system that realizes rigid node connection proposed by the present invention, the F-plate is composed of short main beam I1, secondary beam II4, long main beam I6, Column base 7, secondary beam V10, connection plate I15, connection plate II16 and floor 17; all components of the F-slab are processed and manufactured in the factory, and then assembled into a prefabricated floor by welding and shear key connection F. The long main beam I6 and the secondary beam V10 are vertically placed, and the long main beam I6 and the secondary beam V10 are connected at the end of the beam through the connecting plate I15 and the connecting plate II16 to form a rectangular frame. The connecting plate II16 is located at the end of the secondary beam The upper and lower ends of the connecting plate II16 are connected to the flange of the secondary beam V10, one side is connected to the web of the secondary beam V10, and the other side is connected to the web of the long main beam I6, and the two sides of the connecting plate I15 They are respectively connected to the flanges of the long main girder I6 and the secondary girder V10, and the set connecting plate I15 is respectively connected to the upper and lower flanges of the long main girder I6 and the secondary girder V10, and all the connection parts are welded; the two One end of the short main beam I1 and two secondary beams II4 are respectively connected to the four sides of the column base 7, the two short main beams I1 and the two secondary beams II4 are connected to the square steel pipe I12 of the column base 7, and the two short The main beam is on a straight line, the two secondary beams are on a straight line, the column seat 7 is located in the center of the F plate, and the adjacent short main beams and secondary beams are connected through the connecting plate I15, and the two connecting plates I15 The two sides are respectively connected to the flanges of the short main beam I1 and the secondary beam II4, and the connecting plate I15 is respectively connected to the upper and lower flanges of the short main beam I1 and the secondary beam II4, and the other end of the short main beam I1 is connected to In the middle of the secondary beam V10, the three sides of the protruding part of the short main beam I1 are respectively connected with the flange and the web in the middle of the secondary beam V10, the short main beam I1 is connected with the secondary beam V10 through the connecting plate I15, and the connecting plate I15 The two sides are respectively connected to the flanges of the short main beam I1 and the secondary beam V10, the connecting plate I15 is respectively connected to the upper flange and the lower flange, and the other end of the secondary beam II4 is connected to the middle of the long main beam I6, The connecting plate I15 is used for connection, the three sides of the protruding part of the secondary beam II4 are respectively connected with the flange and the web in the middle of the long main beam I6, and the two sides of the connecting plate I15 are respectively connected with the secondary beam II4 and the long main beam I6 The flanges are connected, and the connecting plate I15 is respectively connected to the upper and lower flanges of the secondary beam II4 and the long main beam I6, and all the connection parts are welded; the floor 17 is spliced on the short main beam I1, the secondary On the frame surrounded by beam II4, long main beam I6, column base 7, and secondary beam V10.

In the modularized multi-high-rise assembled steel structure system that realizes rigid node connections proposed by the present invention, the assembled floor slab A and the assembled floor slab B are spliced, and the splicing method is to combine the long main beam I6 of the A slab and the assembled floor slab B. The long main beam I6 of the B-slab is spliced, and all the splicing is carried out on-site with bolts; the prefabricated floor B-slab is spliced with the said prefabricated floor C-slab, and the splicing method is to combine the long main beam I6 of the B-slab and the C-slab of the prefabricated floor. The long main beam I6 of the C plate is spliced, and all the splicing is carried out on-site splicing with bolts; the prefabricated floor D plate is spliced with the prefabricated floor E plate, and the splicing method is to combine the long main beam I6 of the D plate and the prefabricated floor E plate. The long main beam I6 of the E-slab is spliced, and the prefabricated floor E-slab is spliced with the prefabricated floor F-slab. The splicing method is to splice the long main beam I6 of the E-slab and the long main beam I6 of the F-slab. bolts are used for on-site splicing; the prefabricated floor plate A is spliced with the prefabricated floor plate D, and the splicing method is to splice the secondary beam V10 of the A plate and the secondary beam V10 of the D plate, and all the splicing Bolts are used for on-site splicing; the prefabricated floor slab B is spliced with the prefabricated floor slab E, and the splicing method is to splice the secondary beam V10 of the B slab and the secondary beam V10 of the E slab. The C plate is spliced with the prefabricated floor F plate. The splicing method is to splice the secondary beam V10 of the C plate and the secondary beam V10 of the F plate. All the splicing uses bolts for on-site splicing.

As shown in accompanying drawings 14 and 15, in the modularized multi-story fabricated steel structure system for realizing rigid node connection proposed by the present invention, the column base 7 is composed of two flange plates 11 and a square steel pipe I12, The two flange plates 11 are respectively located on the two ends of the square steel pipe I12, and all connections are welded; the flange column 13 is composed of a square steel pipe II14 and two flange plates 11, and the two flange plates 11 They are respectively located at the two ends of the square steel pipe II14, and all connections are welded; the flange column 13 is connected with the column base 7 to form a steel frame structure system, and all connections are bolted.

As shown in accompanying drawing 16, in the modularized multi-high-rise assembled steel structure system that realizes rigid node connection proposed by the present invention, all the beams mentioned above can adopt honeycomb steel beams with openings at the webs of the beams, which is convenient Various pipelines run through.

As shown in accompanying drawing 17, the assembly rendering of the present invention.

The modular multi-high-rise assembled steel structure system proposed by the invention to realize rigid node connections is a subversion of traditional steel structure residential buildings, and fully exerts the advantages of steel structure residential buildings.

Claims (3)

1. the many high-rise assembling type steel structures of modularization realizing rigid joint connection in advance should Power support system, it is characterised in that: the many high-rise assembling type steel structure systems of described modularization are by filling Join formula floor and assembled flange post uses bolts assemblies to form；The beam column of described steel structure system Node is to be welded in factory with the connection of framework, it is possible to realize being rigidly connected；Described assembling Formula floor is spelled by A plate, B plate, C plate, D plate, E plate and the 6 kinds of assembled floor combinations of F plate Connect and form；

Described A plate is by short girder I (1), short girder II (2), secondary beam I (3), secondary Beam II (4), secondary beam III (5), long girder I (6), column base (7), connecting plate I (15), Connecting plate II (16) and floor (17) are constituted；All components of described A plate all add in factory Work completes, and then with shear key connection, each component assembly is become Assembled Building by welding Plate A；Short girder II (2) and secondary beam I (3) are vertically put, by column base (7) and company Short girder II (2) and secondary beam I (3) are attached by fishplate bar I (15), short girder II (2) It is connected on the square steel tube I (12) of column base 7 with secondary beam I (3), described connecting plate I (15) The edge of a wing with short girder II (2) and secondary beam I (3) respectively, two sides be connected, two pieces of companies Fishplate bar I (15) is connected to short girder II (2) and secondary beam I (3) top flange and bottom wing On edge, all of connecting portion is welding；Short girder I (1) and short girder II (2) are put Put on same straight line, be connected by column base (7), short girder I (1) and short girder II (2) being connected on the square steel tube I (12) of column base (7), all of connecting portion is all adopted as Welding；Secondary beam II (4) is parallel with secondary beam I (3), with short girder I (1) and short girder II (2) is vertical, by column base (7) and connecting plate I (15) and short girder I (1) and Short girder II (2) is connected, and is connected on the square steel tube I (12) of column base (7), described connection Two sides of plate I (15) respectively with short girder I (1), short girder II (2) and secondary beam The edge of a wing of II (4) is connected, two pieces of connecting plates I (15) be connected to short girder I (1), On short girder II (2) and the top flange of secondary beam II (4) and lower flange, all of connecting portion All it is adopted as welding；Secondary beam III (5) is parallel with secondary beam II (4), with short girder I (1) Vertical with short girder II (2), it is connected with short girder I (1) by connecting plate I (15), Three sides of the plate stretched out on short girder I (1) are with the upper lower flange of secondary beam III (5) and abdomen Plate is connected, two sides of described connecting plate I (15) respectively with short girder I (1) and secondary The edge of a wing of beam III (5) is connected, two pieces of connecting plates I (15) be connected to top flange and under On the edge of a wing, all of connecting portion is all adopted as welding；Long girder I (6) is parallel to short master Beam I (1) and short girder II (2), be perpendicular to secondary beam I (3), by connecting plate I (15) Carry out even with secondary beam I (3), secondary beam II (4) and secondary beam III (5) with connecting plate II (16) Connecing, described connecting plate II (16) is positioned at secondary beam I (3) and the end of secondary beam II (4), even The upper and lower side of fishplate bar II (16) is connected with the edge of a wing of secondary beam I (3) and secondary beam II (4), and one Individual side is connected with the web of secondary beam I (3), and another side is with the abdomen of long girder I (6) Plate connects, and two sides of described connecting plate I (15) connect long girder I (6), secondary beam I (3), secondary beam II (4) and the edge of a wing of secondary beam III (5), connecting plate I (15) connects respectively In long girder I (6), secondary beam I (3), secondary beam II (4) and the top flange of secondary beam III (5) With on lower flange, all of connecting portion is all adopted as welding；Floor (17) uses shear key Splice by short girder I (1), short girder II (2), secondary beam I (3), secondary beam II (4), In the plane that secondary beam III (5), long girder I (6) surround；

Described B plate is by secondary beam II (4), long girder I (6), long girder II (8), secondary beam IV (9), secondary beam V (10), connecting plate I (15), connecting plate II (16) and floor (17) Constitute；All components of described B plate all complete in factory process, then by welding and Each component assembly is become assembled floor B by shear key connection；Long girder I (6) and secondary beam IV (9), secondary beam V (10) is vertically put, by connecting plate I (15) and connecting plate II (16) Two long girders I (6) and secondary beam IV (9), secondary beam V (10) are carried out even in beam end Connecing, form rectangular frame, described connecting plate II (16) is positioned at the end of secondary beam IV (9), The upper and lower side of connecting plate II (16) is connected with the edge of a wing of secondary beam IV (9), secondary beam V (10), One side is connected with the web of secondary beam IV (9) and secondary beam V (10), another side with Long girder I (6) web connect, two sides of described connecting plate I (15) respectively with length Girder I (6) and secondary beam IV (9), long girder I (6) and the edge of a wing phase of secondary beam V (10) Even, two pieces of connecting plates I (15) of setting are connected to long girder I (6) and secondary beam IV (9), on long girder I (6) and secondary beam V (10) top flange and lower flange, all of company Connect position and be welding；Described long girder II (8) is parallel, with secondary beam with long girder I (6) V (10) is disposed vertically, and long girder II (8) is positioned at the middle of two long girders I (6), Two ends of long girder II (8) respectively by connecting plate I (15) be connected to secondary beam IV (9), The middle part of secondary beam V (10), two sides of described connecting plate I (15) respectively with long girder II (8) is connected with the edge of a wing of secondary beam V (10) with secondary beam IV (9), long girder II (8), Two end extensions of long girder II (8) are respectively with secondary beam IV (9), secondary beam V (10) Central-web be connected, two pieces of connecting plates I (15) of setting be connected to long girder II (8), On secondary beam IV (9) and the top flange of secondary beam V (10) and lower flange, all of connecting portion It is welding；Described secondary beam II (4) is parallel with secondary beam V (10), with long girder I (6) It is disposed vertically with long girder II (8), by connecting plate I (15) by the beam of secondary beam II (4) End is connected to long girder I (6) and the middle part of long girder II (8), and secondary beam II (4) is with long Girder I (6) be connected one end connecting plate I (15) two sides respectively with secondary beam II (4) Being connected with the edge of a wing of long girder I (6), two pieces of connecting plates I (15) of setting connect respectively On secondary beam II (4) and the top flange of long girder I (6) and lower flange, secondary beam II (4) Be connected with long girder II (8) one end connecting plate I (15) two sides respectively with secondary beam II (4) is connected with the edge of a wing of long girder II (8), two pieces of connecting plates of setting I (15) point It is not connected on secondary beam II (4) and the top flange of long girder II (8) and lower flange, secondary beam II (4) two ends extension and long girder I (6) and the central-web phase of long girder II (8) Connecting, all of connecting portion is welding；Floor (17) uses shear key to splice by secondary Beam II (4), long girder I (6), long girder II (8), secondary beam IV (9), secondary beam V (10) On the framework surrounded；

Described C plate is by short girder I (1), short girder II (2), secondary beam I (3), secondary beam II (4), long girder I (6), column base (7), secondary beam V (10), connecting plate I (15), Connecting plate II (16) and floor (17) are constituted；All components of described C plate all add in factory Work completes, and then with shear key connection, each component assembly is become Assembled Building by welding Plate C；Said two secondary beam I (3) is placed on the same line, is carried out by column base (7) Connect, be connected on the square steel tube I (12) of column base (7), as rectangle assembled floor C Two opposite side of plate, all connections are welding；Described long girder I (6) and secondary beam I (3) Being disposed vertically, as the two other opposite side of rectangle assembled floor C plate, all connections are Welding；By connecting plate I (15) and connecting plate II (16), the four edges of C plate is carried out even Connect, formed rectangular frame, two sides of described connecting plate I (15) respectively with long girder I (6) edge of a wing with secondary beam I (3) is connected, and two pieces of connecting plates I (15) are connected to long On girder I (6) and secondary beam I (3) top flange and lower flange, all of connecting portion is Welding, described connecting plate II (16) is positioned at secondary beam I (3) and is connected with long girder I (6) One end, the upper and lower side of connecting plate II (16) is connected with the edge of a wing of secondary beam I (3), one Side is connected with the web of secondary beam I (3), and all of connecting portion is welding；Short girder I (1), one end of short girder II (2) and two secondary beams II (4) is connected to column base (7) Four sides on, short girder I (1), short girder II (2) and two secondary beams II (4) are even Be connected on the square steel tube I (12) of column base 7, two short girders point-blank, two secondary beams Point-blank, column base (7) be positioned at the center of C plate, adjacent short girder and secondary beam it Between be attached by connecting plate I (15), two sides of described connecting plate I (15) are divided Not being connected with the edge of a wing of short girder I (1) and secondary beam II (4), connecting plate I (15) is respectively It is connected on short girder I (1) and secondary beam II (4) top flange and lower flange, described short girder The other end of I (1) is connected to secondary beam V (10) middle part, the extension of short girder I (1) Three sides are divided to be connected with the edge of a wing and the web of secondary beam V (10) respectively, short girder I (1) It is connected with on secondary beam V (10) limit by connecting plate I (15), the two of connecting plate I (15) The edge of a wing with short girder I (1) and secondary beam V (10) respectively, individual side is connected, connecting plate I (15) it is connected on short girder I (1) and secondary beam V (10) top flange and lower flange, All of connecting portion is welding, and the other end of described short girder II (2) passes through column base (7) It is connected with two secondary beams I (3) with connecting plate I (15), is connected to the square steel of column base 7 On pipe I (12), two sides of connecting plate I (15) respectively with short girder II (2) and secondary beam The edge of a wing of I (3) is connected, and connecting plate I (15) is connected to short girder II (2) and secondary On beam I (3) top flange and lower flange, all of connecting portion is welding, described secondary beam The other end of II (4) is connected to the middle part of long girder I (6), uses connecting plate I (15) Be attached, three sides of the extension of secondary beam II (4) respectively with long girder I (6) The edge of a wing and web connect, two sides of connecting plate I (15) respectively with secondary beam II (4) and The edge of a wing of long girder I (6) is connected, and connecting plate I (15) is connected to secondary beam II (4) With on long girder I (6) top flange and lower flange, all of connecting portion is welding；Building Plate (17) use shear key splicing short girder I (1), short girder II (2), secondary beam I (3), On the framework that secondary beam II (4), long girder I (6) are surrounded；

Described D plate is by short girder I (1), secondary beam II (4), secondary beam III (5), long girder I (6), column base (7), connecting plate I (15), connecting plate II (16) and floor (17) Constitute；All components of described D plate all complete in factory process, then by welding and Each component assembly is become assembled floor D by shear key connection；Short girder I (1) and secondary beam III (5) Vertically put, by connecting plate I (15), short girder I (1) be attached with secondary beam III (5), The extension of short girder I (1) is connected with the end web of secondary beam III (5), described connecting plate I (15) edge of a wing with short girder I (1) and secondary beam III (5) respectively, two sides is connected, two pieces Connecting plate I (15) is connected on top flange and lower flange, and all of connecting portion is Welding；Two short girders I (1) are placed on same straight line, are connected by column base (7), Two short girders I (1) are connected on the square steel tube I (12) of column base (7), all of connection Position is all adopted as welding；Secondary beam II (4) is parallel with secondary beam III (5), with two short girders I (1) vertical, by column base (7) and connecting plate I (15) and two short girders I (1) It is connected, is connected on the square steel tube I (12) of column base (7), described connecting plate I (15) The edge of a wing with two short girders I (1) and secondary beam II (4) respectively, two sides is connected, and connects Plate I (15) be connected to two short girders I (1) and secondary beam II (4) top flange and On lower flange, all of connecting portion is all adopted as welding；Long girder I (6) is parallel to two Individual short girder I (1), is perpendicular to secondary beam II (4), by connecting plate I (15) and connecting plate II (16) is attached with secondary beam II (4) and the secondary beam III (5) at two ends, described connecting plate II (16) end being positioned at secondary beam II (4) and secondary beam III (5), connecting plate II (16) Upper and lower side is connected with the edge of a wing of secondary beam II (4) and secondary beam III (5), a side and secondary beam II (4) is connected with the web of secondary beam III (5), and another side is with long girder I (6) Web connects, and two sides of described connecting plate I (15) connect long girders I (6) and secondary Beam II (4) and the edge of a wing of secondary beam III (5), connecting plate I (15) is connected to long girder I (6), on secondary beam II (4) and secondary beam III (5) top flange and lower flange, long girder I (6) Central-web be connected with the extension of secondary beam II (4), all of connecting portion all uses For welding；Floor (17) use shear key splicing short girder I (1), secondary beam II (4), On the framework that secondary beam III (5), long girder I (6) are surrounded；

Described E plate is by secondary beam II (4), long girder I (6), long girder II (8), secondary beam V (10), connecting plate I (15), connecting plate II (16) and floor (17) are constituted；Described All components of E plate all complete in factory process, are then connected by welding and shear key Each component assembly is become assembled floor E；Long girder I (6) and secondary beam V (10) hang down Directly put, by connecting plate I (15) and connecting plate II (16) by long girder I (6) and Secondary beam V (10) is attached in beam end, forms rectangular frame, described connecting plate II (16) It is positioned at the end of secondary beam, the edge of a wing phase of the upper and lower side of connecting plate II (16) and secondary beam V (10) Even, a side is connected with the web of secondary beam V (10), another side and long girder I (6) Web connect, two sides of described connecting plate I (15) respectively with long girder I (6) and The edge of a wing of secondary beam V (10) is connected, and the connecting plate I (15) of setting is connected to long girder I (6) and the top flange of secondary beam V (10) and lower flange on, all of connecting portion is Welding；Described long girder II (8) is parallel with long girder I (6), hangs down with secondary beam V (10) Straight placement, long girder II (8) is positioned at the middle of two long girders I (6), long girder II (8) two ends are connected in secondary beam V (10) by connecting plate I (15) respectively Portion, two sides of described connecting plate I (15) respectively with long girder II (8) and secondary beam V (10) the edge of a wing is connected, extension two ends, two ends secondary beam V of long girder II (8) (10) central-web is connected, and the connecting plate I (15) of setting is connected to long girder II (8) and on the top flange of secondary beam V (10) and lower flange, all of connecting portion is weldering Connect；Described secondary beam II (4) is parallel with secondary beam V (10), with long girder I (6) and long master Beam II (8) is disposed vertically, and is connected by the beam-ends of secondary beam II (4) by connecting plate I (15) In long girder I (6) and the middle part of long girder II (8), secondary beam II (4) and long girder I (6) be connected one end connecting plate I (15) two sides respectively with secondary beam II (4) and long The edge of a wing of girder I (6) is connected, and the connecting plate I (15) of setting is connected to secondary beam II (4) and on long girder I (6) top flange and lower flange, secondary beam II (4) and long girder II (8) be connected one end connecting plate I (15) two sides respectively with secondary beam II (4) and long The edge of a wing of girder II (8) is connected, and two pieces of connecting plates I (15) of setting are connected to secondary On beam II (4) and long girder II (8) top flange and lower flange, secondary beam II (4) two ends are stretched The central-web going out part girder I (6) long with both sides and long girder II (8) is connected, institute Some connecting portions are welding；Floor (17) use shear key splicing secondary beam II (4), On the framework that long girder I (6), long girder II (8), secondary beam V (10) are surrounded；

Described F plate is by short girder I (1), secondary beam II (4), long girder I (6), column base (7), secondary beam V (10), connecting plate I (15), connecting plate II (16) and floor (17) Constitute；All components of described F plate all complete in factory process, then by welding and Each component assembly is become assembled floor F by shear key connection；Long girder I (6) and secondary beam V (10) vertically puts, by connecting plate I (15) and connecting plate II (16) by long girder I (6) and secondary beam V (10) be attached in beam end, formed rectangular frame, described company Fishplate bar II (16) is positioned at the end of secondary beam, the upper and lower side of connecting plate II (16) and secondary beam V (10) The edge of a wing be connected, a side is connected with the web of secondary beam V (10), another side and length Girder I (6) web connects, and two sides of described connecting plate I (15) are main with long respectively Beam I (6) is connected with the edge of a wing of secondary beam V (10), and the connecting plate I (15) of setting is respectively It is connected on long girder I (6) and secondary beam V (10) top flange and lower flange, all of company Connect position and be welding；One end of two short girders I (1) and two secondary beams II (4) is respectively It is connected on four sides of column base (7), two short girders I (1) and two secondary beams II (4) Being connected on the square steel tube I (12) of column base 7, point-blank, two secondary for two short girders Point-blank, column base (7) is positioned at the center of F plate, adjacent short girder and secondary beam to beam Between be attached by connecting plate I (15), two sides of described connecting plate I (15) The edge of a wing with short girder I (1) and secondary beam II (4) is connected respectively, connecting plate I (15) point It is not connected on short girder I (1) and secondary beam II (4) top flange and lower flange, described short master The other end of beam I (1) is connected to secondary beam V (10) middle part, stretching out of short girder I (1) Three sides of part are connected with the edge of a wing and the web at secondary beam V (10) middle part respectively, short girder I (1) is connected with secondary beam V (10) by connecting plate I (15), connecting plate I (15) The edge of a wing with short girder I (1) and secondary beam V (10) respectively, two sides be connected, connect Plate I (15) is connected on top flange and lower flange, another of described secondary beam II (4) End is connected to the middle part of long girder I (6), uses connecting plate I (15) to be attached, secondary Three sides of the extension of beam II (4) respectively with long girder I (6) middle part the edge of a wing and abdomen Plate connect, two sides of connecting plate I (15) respectively with secondary beam II (4) and long girder I (6) the edge of a wing is connected, and connecting plate I (15) is connected to secondary beam II (4) and long girder On the top flange of I (6) and lower flange, all of connecting portion is welding；Floor (17) Shear key is used to splice at short girder I (1), secondary beam II (4), long girder I (6), column base (7), on the framework that secondary beam V (10) is surrounded；

Described assembled floor A plate splices with described assembled floor B plate, splicing side Formula is the long girder I (6) of A plate and the long girder I (6) of B plate to be spliced, all Splicing all use bolt to carry out on-the-spot splicing；Described assembled floor B plate and described assembled Floor C plate splices, and connecting method is by the long girder I (6) of B plate and the length of C plate Girder I (6) splices, and all of splicing all uses bolt to carry out on-the-spot splicing；Described Assembled floor D plate splices with described assembled floor E plate, and connecting method is by D plate Long girder I (6) and the long girder I (6) of E plate splice, described assembled floor E plate splices with described assembled floor F plate, and connecting method is by the long girder I of E plate (6) carry out splicing all of splicing with the long girder I (6) of F plate all to use bolt to carry out existing Field splicing；Described assembled floor A plate splices with described assembled floor D plate, splicing Mode is the secondary beam V (10) of A plate and the secondary beam V (10) of D plate to be spliced, all Splicing all use bolt to carry out on-the-spot splicing；Described assembled floor B plate and described assembled Floor E plate splices, and connecting method is by the secondary beam V (10) of B plate and the secondary beam of E plate V (10) splices, and described assembled floor C plate is carried out with described assembled floor F plate Splicing, connecting method is the secondary beam V (10) of C plate and the secondary beam V (10) of F plate to be carried out Splicing, all of splicing all uses bolt to carry out on-the-spot splicing；

The basic component units of described assembled floor is A plate, B plate, C plate, D plate, E Plate and F plate；The two ends of assembled floor system are A plate and D plate in the horizontal, B plate and C Plate is spliced together and forms a module, and this module is mutually spliced, according to the area of building requirements, The quantity increasing this module is spliced with A plate；E plate and F plate are spliced together and form another mould Block, this module is mutually spliced, and according to the area of building requirements, increases quantity and the D of this module Plate splices；In longitudinal direction, the two ends of assembled floor system are A plate, B plate and C plate, by increasing Add D plate, E plate and the intermediate module of F plate composition, carry out splicing to increase construction area；Real Existing Modularized splice；

Described column base (7) is made up of two flanged plates (11) and a square steel tube I (12), Two flanged plates (11) lay respectively on two ends of square steel tube I (12), and all connections are equal Use welding；Flange post (13) is made up of a square steel tube II (14) and two flanged plates (11), Two flanged plates (11) lay respectively on two ends of square steel tube II (14), and all connections are equal Use welding；Flange post (13) is attached with column base (7), forms steel frame structural system, All connections are the most with bolts.

The most according to claim 1 a kind of realize rigid joint connect modularization many High-rise assembling type steel structure pre-loaded support struts system, it is characterised in that: described short girder I (1), Short girder II (2), secondary beam I (3), secondary beam II (4), long girder II (8), secondary beam IV (9) It is H profile steel, or two back-to-back equivalent H profile steel being spliced of channel-section steel, or two The equivalent H profile steel that individual T-steel is spliced, or the equivalent H of four angle splice joints Shaped steel；Described secondary beam III (5), long girder I (6), secondary beam V (10) they are channel-section steels, or It it is the equivalent channel-section steel of two angle splice joints.

The most according to claim 1 a kind of realize rigid joint connect modularization many High-rise assembling type steel structure pre-loaded support struts system, it is characterised in that: all of beam is section steel beam, Or at the web of beam the Steel Castellated Beams of opening holes, it is simple to various pipelines pass.