CN113833112B - Steel frame-shear wall plate combined structure system - Google Patents

Steel frame-shear wall plate combined structure system Download PDF

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Publication number
CN113833112B
CN113833112B CN202111110605.2A CN202111110605A CN113833112B CN 113833112 B CN113833112 B CN 113833112B CN 202111110605 A CN202111110605 A CN 202111110605A CN 113833112 B CN113833112 B CN 113833112B
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China
Prior art keywords
beams
installation area
shear
longitudinal
wallboard
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CN202111110605.2A
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Chinese (zh)
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CN113833112A (en
Inventor
张如堂
汪金迪
沈耀
胡永伟
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Zhejiang Putian Integrated Housing Co ltd
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Zhejiang Putian Integrated Housing Co ltd
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
    • E04B1/5831—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially rectangular form
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
    • E04C2/521—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/024—Structures with steel columns and beams

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Environmental & Geological Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

A steel frame-shear wall plate combined structure system belongs to the technical field of building structure engineering. The invention comprises corner posts, floor frames, shear wallboards and a bottom layer frame, wherein four end corners of the bottom layer frame are respectively connected with the corner posts, the floor frame is at least provided with one layer, the floor frame comprises a cross beam and a longitudinal beam, the cross beam and the longitudinal beam are sequentially arranged to form a square frame structure, the four end corners of the square frame structure are provided with the corner posts, the cross beam and the longitudinal beam are connected through the corner posts, the corner posts are connected with the floor frame to form a square frame structure, the side surfaces and the inside of the square frame structure are provided with the shear wallboards, the upper surface of the floor frame is provided with a floor board, and the lower surface of the floor frame is provided with a ceiling board. The steel frame and the shear wallboard are coupled to form the integral shear capacity, so that good wind resistance, earthquake resistance and compression resistance effects are achieved, and meanwhile, the steel amount of the steel frame is greatly reduced by maximizing the material value of the steel frame and the shear wallboard.

Description

Steel frame-shear wall plate combined structure system
Technical Field
The invention belongs to the technical field of building structure engineering, and particularly relates to a steel frame-shear wall plate combined structure system.
Background
The prefabricated assembly type structure can save energy, water and materials, greatly reduce construction waste, reduce noise pollution, reduce labor consumption and strength, effectively improve construction environment and improve engineering quality, and is a structure worthy of being promoted greatly. The prefabricated frame-shear wall structure is one of very important structural forms, the traditional frame is welded through a construction site, the welding accuracy is low because the frame cannot be accurately positioned in the welding process, meanwhile, the shear wall adopts a cast-in-situ mode, the prefabricated structure cannot be adopted, the construction is complex, and the construction period is long.
There is therefore a need to propose a new solution to this problem.
Disclosure of Invention
The invention mainly solves the technical problems in the prior art and provides a steel frame-shear wallboard combined structure system.
The technical problems of the invention are mainly solved by the following technical proposal: the utility model provides a steel frame-shear force wallboard integrated configuration system, includes angle stand, floor frame, shear force wallboard and bottom frame, four terminal angles of bottom frame link to each other with the angle stand respectively, the floor frame is equipped with the one deck at least, the floor frame includes crossbeam and longeron, crossbeam and longeron set gradually and enclose into square frame structure, and four terminal angles of this square frame structure are equipped with the angle stand to make crossbeam and longeron link to each other through the angle stand, angle stand and floor frame link to each other to form square frame structure, square frame structure's side and inside are equipped with shear force wallboard, floor frame's upper surface is equipped with the floor board, floor frame's lower surface is equipped with the furred ceiling board.
Preferably, a plurality of cross beams are arranged on the same side of the floor frame, two adjacent cross beams are connected through side stand columns, and the side stand columns with two symmetrical sides are connected through longitudinal beams.
Preferably, the corner upright is a hollow square upright, a first longitudinal beam mounting hole is formed in one side, facing the longitudinal beam, of the corner upright, a first transverse beam mounting hole is formed in one side, facing the transverse beam, of the corner upright, the first transverse beam mounting hole corresponds to the first longitudinal beam mounting hole, the side upright is a hollow square upright, a second longitudinal beam mounting hole is formed in one side, facing the longitudinal beam, of the side upright, a second transverse beam mounting hole is formed in one side, facing the transverse beam, of the side upright, the second transverse beam mounting hole corresponds to the second longitudinal beam mounting hole, the transverse beam is an open hollow square tube, two ends of the transverse beam are provided with transverse beam mounting plates, a first through hole is formed in the transverse beam mounting plate, the transverse beam and the corner upright or the side upright are fixedly connected in a mode of penetrating through the first through hole through bolts, two ends of the longitudinal beam are provided with longitudinal beam mounting plates, and the longitudinal beam mounting plates are connected with the first longitudinal beam mounting holes or the second longitudinal beam through bolts in a mode of fixedly connecting the corner upright and the upright.
Preferably, a beam stiffening plate is arranged in the beam, and a beam stiffening plate is arranged in the beam.
Preferably, a plurality of secondary beams are arranged between two adjacent longitudinal beams, the secondary beams are parallel to the cross beams, secondary beam mounting plates corresponding to the secondary beams are arranged in the longitudinal beams, the secondary beams are in threaded connection with the secondary beam mounting plates, and pre-holes are formed in the secondary beams.
Preferably, the bottom layer frame comprises U-shaped bottom beams, the bottom beams are sequentially arranged to form a square frame structure, the four end corners of the square frame structure are provided with corner upright posts, and the bottom beams are respectively connected with the corner upright posts and the side upright posts; the connecting columns are arranged on the cross beams at equal intervals and connected with the bottom beams through the connecting columns, the connecting columns are arranged on the longitudinal beams at equal intervals and connected with the bottom beams through the connecting columns, the first installation area for installing the shear wallboard is formed by the matching of the corner columns, the longitudinal beams, the connecting columns and the bottom beams, the second installation area for installing the shear wallboard is formed by the matching of the longitudinal beams, the connecting columns and the bottom beams, the third installation area for installing the shear wallboard is formed by the matching of the corner columns, the cross beams, the connecting columns and the bottom beams, the fourth installation area for installing the shear wallboard is formed by the matching of the cross beams, the connecting columns and the bottom beams, the fifth installation area for installing the shear wallboard is formed by the matching of the side columns, the longitudinal beams, the connecting columns and the bottom beams, and the sixth installation area for installing the shear wallboard are respectively installed in the first installation area, the second installation area, the third installation area, the fourth installation area, the fifth installation area and the sixth installation area.
Preferably, the mounting groove has been seted up around the shear force wallboard, one side of angle stand towards the crossbeam and one side towards the longeron all are equipped with the fixed slot with mounting groove assorted, crossbeam, longeron, limit stand, spliced pole and flounder all with mounting groove assorted, one side of limit stand towards the longeron is equipped with the fixed slot, the shear force wallboard is installed in first installation region through the mode of fixed slot, longeron, spliced pole and flounder on the mounting groove difference joint angle stand, the shear force wallboard is installed in second installation region through the mode of mounting groove difference joint longeron, spliced pole and flounder, the shear force wallboard is installed in third installation region through the mode of fixed slot, crossbeam, spliced pole and flounder on the mounting groove difference joint angle stand, the mode of clamping crossbeam, spliced pole and flounder are installed in fourth installation region through the mode of mounting groove difference joint limit stand, crossbeam, spliced pole and flounder, the mode of shear force wallboard is installed in fifth installation region through the mode of mounting groove difference joint limit stand, six modes of mounting groove difference joint stand and flounder.
Preferably, the bottom layer frame comprises U-shaped bottom beams, the bottom beams are sequentially arranged to form a square frame structure, the four end corners of the square frame structure are provided with corner upright posts, and the bottom beams are respectively connected with the corner upright posts and the side upright posts; connecting columns are arranged on the cross beams at equal intervals and connected with the bottom beams through the connecting columns, the cross beams of the upper and lower adjacent layers of floor frames are connected through the connecting columns, connecting columns are arranged on the longitudinal beams at equal intervals and connected with the bottom beams through the connecting columns, and the longitudinal beams of the upper and lower adjacent layers of floor frames are connected through the connecting columns; the corner posts, the longitudinal beams, the connecting posts and the bottom beams are matched to form a first installation area for installing the shear wallboard, the longitudinal beams, the connecting posts and the bottom beams are matched to form a second installation area for installing the shear wallboard, the corner posts, the cross beams, the connecting posts and the bottom beams are matched to form a third installation area for installing the shear wallboard, the cross beams, the connecting posts and the bottom beams are matched to form a fourth installation area for installing the shear wallboard, the side posts, the cross beams, the connecting posts and the bottom beams are matched to form a fifth installation area for installing the shear wallboard, the side posts, the longitudinal beams, the connecting posts and the bottom beams are matched to form a sixth installation area for installing the shear wallboard, the corner posts, the longitudinal beams and the connecting posts are matched to form a seventh installation area for installing the shear wallboard, the side columns, the side beams and the connecting columns are matched to form an eighth installation area for installing the shear wallboard, the corner columns, the cross beams and the connecting columns are matched to form a ninth installation area for installing the shear wallboard, the cross beams and the connecting columns are matched to form a tenth installation area for installing the shear wallboard, the side columns, the cross beams and the connecting columns are matched to form a twelfth installation area for installing the shear wallboard, and the shear wallboard is respectively installed in the first installation area, the second installation area, the third installation area, the fourth installation area, the fifth installation area, the sixth installation area, the seventh installation area, the eighth installation area, the ninth installation area, the tenth installation area, the eleventh installation area and the twelfth installation area.
Preferably, the periphery of the shear wall plate is provided with mounting grooves, one side of the corner upright towards the cross beam and one side of the corner upright towards the longitudinal beam are respectively provided with fixing grooves matched with the mounting grooves, the cross beam, the longitudinal beam, the side upright, the connecting column and the bottom beam are respectively matched with the mounting grooves, one side of the side upright towards the longitudinal beam is provided with the fixing grooves, the shear wall plate is mounted in a first mounting area in a manner of respectively clamping the fixing grooves, the longitudinal beam, the connecting column and the bottom beam on the corner upright through the mounting grooves, the shear wall plate is mounted in a second mounting area in a manner of respectively clamping the longitudinal beam, the connecting column and the bottom beam through the mounting grooves, the shear wall plate is mounted in a third mounting area in a manner of respectively clamping the fixing grooves, the connecting column and the bottom beam through the mounting grooves, the shear wallboard is installed in a fifth installation area through the mode of clamping side stand column, crossbeam, spliced pole and flounder respectively by the mounting groove, the shear wallboard is installed in a sixth installation area through the mode of clamping fixed slot, longeron, spliced pole and flounder on the side stand column respectively by the mounting groove, the shear wallboard is installed in a seventh installation area through the mode of clamping fixed slot, longeron and spliced pole on the corner stand column respectively by the mounting groove, the shear wallboard is installed in an eighth installation area through the mode of clamping longitudinal beam and spliced pole respectively by the mounting groove, the shear wallboard is installed in a ninth installation area through the mode of clamping fixed slot, crossbeam and spliced pole on the corner stand column respectively by the mounting groove, the shear wallboard is installed in a tenth installation area through the mode of clamping crossbeam and spliced pole respectively by the mounting groove, the shear wallboard is installed in a tenth installation area through the mode of clamping side stand column respectively by the mounting groove, the mode of crossbeam and spliced pole is installed in eleventh installation region, shear force wallboard passes through fixed slot, longeron and the spliced pole mode on the mounting groove difference joint limit stand and installs in twelfth installation region.
Preferably, the outer side surfaces of the cross beam and the longitudinal beam are respectively provided with an outer cladding plate.
The invention has the beneficial effects that: the steel frame and the shear wallboard are coupled to form the integral shear capacity, so that good wind resistance, earthquake resistance and compression resistance effects are achieved, and meanwhile, the steel amount of the steel frame is greatly reduced by maximizing the material value of the steel frame and the shear wallboard. According to the invention, the shear wallboard and the steel frame are prefabricated, so that standardized, factory-like and automatic production can be realized, the quick installation on a construction site is convenient, the construction period is short, no construction waste is generated in the construction process, and the method is environment-friendly. In the invention, the shear wallboard and the steel frame can be prefabricated into pre-holes for pipes such as drain pipes, electric wire pipes and the like according to construction requirements in the prefabrication process, so that the subsequent assembly is convenient, and the site construction time is saved.
Drawings
FIG. 1 is a schematic view of a construction of the present invention;
FIG. 2 is a schematic view of a connection structure of the shear wall panel of the present invention;
FIG. 3 is a schematic view of a connection structure of the corner posts and the floor frame of the present invention;
FIG. 4 is a schematic view of a connection structure of the corner post and the attachment slot of the present invention;
FIG. 5 is a schematic view of a side column of the present invention;
FIG. 6 is a schematic view of a construction of a floor frame of the present invention;
FIG. 7 is a schematic view of a cross beam of the present invention;
FIG. 8 is a schematic view of a stringer of the present invention;
FIG. 9 is a schematic view of a construction of a bottom beam of the present invention;
FIG. 10 is a schematic view of a connection structure of the side uprights, cross-members and stringers of the present invention;
FIG. 11 is a schematic view of a connection structure of a stringer and a sub-beam of the present invention;
FIG. 12 is a schematic view of a connection structure of the connecting post and cross beam of the present invention;
FIG. 13 is a schematic view of a shear wall panel of the present invention;
FIG. 14 is a schematic diagram of a front view of the present invention;
FIG. 15 is a cross-sectional view of A-A of FIG. 14;
fig. 16 is an enlarged view of a portion a in fig. 15;
fig. 17 is an enlarged view of the portion B in fig. 15;
FIG. 18 is a cross-sectional view of B-B of FIG. 14;
fig. 19 is an enlarged view of a portion C in fig. 18;
fig. 20 is an enlarged view of a portion D in fig. 18;
fig. 21 is an enlarged view of the portion E in fig. 18;
FIG. 22 is a schematic view of a connection between stringers and shear wall panel of the present invention;
FIG. 23 is a schematic representation of the strength-to-stress ratio of the present invention;
fig. 24 is a schematic illustration of a variation of the structure of the present invention.
In the figure: 1. corner posts; 2. a floor frame; 3. a shear wallboard; 4. a bottom layer frame; 5. an outer cover plate; 6. a cross beam; 7. a longitudinal beam; 8. floor boards; 9. a ceiling plate; 10. side posts; 11. a first stringer mounting hole; 12. a first beam mounting hole; 13. a second stringer mounting hole; 14. a second beam mounting hole; 15. a beam mounting plate; 16. a first through hole; 17. a stringer mounting plate; 18. a second through hole; 19. the cross beam is reinforced; 20. longitudinal beam stiffening plates; 21. a secondary beam; 22. a secondary beam mounting plate; 23. pre-perforating; 24. a bottom beam; 25. a connecting column; 26. a connection post mounting hole; 27. a connecting post through hole; 28. a mounting groove; 29. a fixing groove; 30. a gasket; 31. and (5) a bolt.
Detailed Description
The technical scheme of the invention is further specifically described below through examples and with reference to the accompanying drawings.
Examples: the utility model provides a steel frame-shear force wallboard 3 integrated configuration system, as shown in fig. 1-22, includes angle post 1, floor frame 2, shear force wallboard 3 and bottom frame 4, bottom frame 4 is square frame structure, four terminal angles of bottom frame 4 link to each other with angle post 1 respectively, floor frame 2 is located the top of bottom frame 4, bottom frame 4 links to each other with floor frame 2 through angle post 1, floor frame 2 is equipped with one deck at least, floor frame 2 includes crossbeam 6 and longeron 7, crossbeam 6 and longeron 7 set gradually and enclose square frame structure, and four terminal angles of this square frame structure are equipped with angle post 1 to link to each other through angle post 1 crossbeam 6 and longeron 7, four angle post 1 and floor frame 2 link to each other and form square frame structure, are equipped with at square frame structure's side and inside shear force wallboard 3, floor frame 2's upper surface is equipped with floor plate 8, floor frame 2's lower surface is equipped with ceiling plate 9, floor plate 8 can adopt OSB 8, OSB 9 can adopt floor plate 9 to carry out the construction roof plate according to the roof plate thickness demand.
As shown in fig. 6, in the same floor frame 2, a plurality of beams 6 located on the same side can be arranged according to construction requirements, two adjacent beams 6 are adjacent through side uprights 10, the side uprights 10 are parallel to the corner uprights 1, and the side uprights 10 with two symmetrical sides are connected through a longitudinal beam 7.
As shown in fig. 4-8 and 10-11, the corner upright 1 is a hollow square upright, one side of the corner upright 1 facing the longitudinal beam 7 is provided with a plurality of first longitudinal beam mounting holes 11, one side of the corner upright 1 facing the transverse beam 6 is provided with a plurality of first longitudinal beam mounting holes 12, the first longitudinal beam mounting holes 12 correspond to the first longitudinal beam mounting holes 11, the side upright 10 is a hollow square upright, one side of the side upright 10 facing the longitudinal beam 7 is provided with a plurality of second longitudinal beam mounting holes 13, one side of the side upright 10 facing the transverse beam 6 is provided with a plurality of second longitudinal beam mounting holes 14, the second longitudinal beam mounting holes 14 correspond to the second longitudinal beam mounting holes 13, the first longitudinal beam mounting holes 12, the first longitudinal beam mounting holes 11, the second longitudinal beam mounting holes 14 and the second longitudinal beam mounting holes 13 are located at the same height, the transverse beam 6 is a hollow square tube with one side being open, two ends of the transverse beam 6 are provided with transverse beam mounting plates 15, the transverse beam mounting plates 15 are fixedly mounted on the transverse beam 6 in a welding mode, one side of the side upright 10 is provided with a plurality of second longitudinal beam mounting holes 13, one side of the side upright 15 is provided with a plurality of second longitudinal beam mounting holes 16, the first longitudinal beam mounting holes 16 are connected with the first longitudinal beam 7 or the second longitudinal beam 7 through the first longitudinal beam mounting holes 17 through the first longitudinal beam 17 or the second longitudinal beam 17 through the first longitudinal beam mounting holes 17, the first longitudinal beam 17 through the first longitudinal beam mounting holes 17 through the first side 17, the first longitudinal beam mounting holes 17 through the first side mounting holes 17, and the first longitudinal beam mounting holes 17 through the first side through the first longitudinal beam mounting holes 17, and the first longitudinal beam 17 through the first side 17. The angle column 1 and the longitudinal beam 7, the angle column 1 and the transverse beam 6, the side column 10 and the longitudinal beam 7 and the side column 10 and the transverse beam 6 are connected in a bolt 31 screwed mode, so that the floor frame 2, the angle column 1 and the side column 10 can be assembled quickly, meanwhile, in order to ensure that the floor frame 2 has larger bearing capacity, the bolts 31 are high-strength bolts, the number of bolts 31 at each joint is at least 4 or more, and the bolts 31 can be M12 bolts. The corner upright posts 1 and the side upright posts 10 are made of steel, the cross beams 6 and the longitudinal beams 7 are made of special structural steel, and heat preservation cotton can be filled in the cross beams 6 and the longitudinal beams 7 to improve the heat preservation performance of the floor frame 2.
The beam 6 is internally provided with a beam stiffening plate 19, the beam stiffening plate 19 is fixedly arranged in the beam 6 in a welding mode, the longitudinal beam 7 is internally provided with a longitudinal beam stiffening plate 20, and the longitudinal beam stiffening plate 20 is fixedly arranged in the longitudinal beam 7 in a welding mode. By arranging the cross beam stiffening plates 19 and the longitudinal beam stiffening plates 20 in the cross beam 6 and the longitudinal beam 7 respectively, the bearing capacity of the cross beam 6 and the longitudinal beam 7 can be improved, and the number of the cross beam stiffening plates 19 and the longitudinal beam stiffening plates 20 is at least ensured to be 2 or more.
A plurality of secondary beams 21 are arranged between two adjacent longitudinal beams 7, the secondary beams 21 are parallel to the cross beam 6, secondary beam mounting plates 22 corresponding to the secondary beams 21 are arranged in the longitudinal beams 7, the secondary beam mounting plates 22 are fixedly mounted in the longitudinal beams 7 in a welding mode, the secondary beams 21 are in threaded connection with the secondary beam mounting plates 22 through bolts 31, and a plurality of pre-holes 23 are formed in the secondary beams 21. Through setting up a plurality of secondary beam mounting panels 22 in longeron 7, on the one hand through increasing the bearing capacity of longeron 7, on the other hand can realize the quick connect of secondary beam 21 and longeron 7, in order to guarantee the joint strength of secondary beam 21 and longeron 7, bolt 31 adopts high-strength bolt, and the quantity of each junction bolt 31 should guarantee 2 at least and more, and bolt 31 can select M12 bolt. Through offer a plurality of pre-holes 23 on the secondary beam 21, pre-hole 23 can be used to preset pipes such as drain pipe, wire pipe to realize quick simple installation, practice thrift on-the-spot construction time.
When the floor frame 2 is a layer, the bottom layer frame 4 comprises a U-shaped bottom beam 24, the bottom beam 24 is sequentially arranged to form a square frame structure, the four end corners of the square frame structure are provided with corner upright posts 1, and the bottom beam 24 is respectively connected with the corner upright posts 1 and the side upright posts 10; equidistant spliced pole 25 that is equipped with on crossbeam 6 to link to each other with the floorpan 24 through spliced pole 25, equidistant spliced pole 25 that is equipped with on longeron 7, and link to each other with the floorpan 24 through spliced pole 25, as shown in fig. 12, spliced pole 25 is hollow square stand, longeron 7 and crossbeam 6 are connected respectively through the mode of bolt 31 spiro union to spliced pole 25, connecting column mounting hole 26 has been seted up on longeron 7 and the crossbeam 6, the both ends of spliced pole 25 are equipped with spliced pole through-hole 27, the aperture that spliced pole 25 passed through is great, so that the position of spliced pole 25 can finely tune when connecting, passes gasket 30 in proper order through bolt 31, the mode of spliced pole through-hole 27 back spiro union spliced pole mounting hole 26 links to each other spliced pole 25 with crossbeam 6, longeron 7, and bolt 31 optional M8 bolt.
As shown in fig. 6, the side pillars 7, the connecting columns 25 and the bottom beams 24 are matched to form a second installation area for installing the shear wallboard 3, the corner pillars 1, the cross beams 6, the connecting columns 25 and the bottom beams 24 are matched to form a third installation area for installing the shear wallboard 3, the cross beams 6, the connecting columns 25 and the bottom beams 24 are matched to form a fourth installation area for installing the shear wallboard 3, the side pillars 10, the cross beams 6, the connecting columns 25 and the bottom beams 24 are matched to form a fifth installation area for installing the shear wallboard 3, the side pillars 10, the side pillars 7, the connecting columns 25 and the bottom beams 24 are matched to form a sixth installation area for installing the shear wallboard 3, and the shear wallboard 3 is installed in the first installation area, the second installation area, the third installation area, the fourth installation area, the fifth installation area and the sixth installation area respectively.
As shown in fig. 13, the shear wall plate 3 is a sandwich composite structure, the shear wall plate 3 uses OSB structural plates and cement fiber structural plates as base surfaces, high-density graphite polyphenyl plates or real gold plates as core materials, pipes such as drain pipes and wire pipes can be preset in the shear wall plate 3, and can be used for connecting with the drain pipes and wire pipes preset on the secondary beams 21, and mounting grooves 28 are formed in the periphery of the shear wall plate 3; the side of the corner upright 1 facing the cross beam 6 and one of the side uprights 7 are respectively provided with a fixing groove 29 matched with the mounting groove 28, the cross beam 6, the side uprights 10, the connecting columns 25 and the bottom girders 24 are respectively matched with the mounting groove 28, namely, the thicknesses of the fixing grooves 29, the cross beam 6, the side uprights 7, the side uprights 10, the connecting columns 25 and the bottom girders 24 are slightly smaller than the thickness of the core material of the shear wallboard 3, and the side uprights 10 facing the side uprights 7 are respectively provided with the fixing grooves 29; as shown in fig. 14 to 22, the shear wall plate 3 is mounted in the first mounting area by respectively clamping the fixing groove 29, the longitudinal beam 7, the connecting column 25 and the bottom beam 24 on the corner upright 1 through the mounting groove 28, the shear wall plate 3 is mounted in the second mounting area by respectively clamping the longitudinal beam 7, the connecting column 25 and the bottom beam 24 through the mounting groove 28, the shear wall plate 3 is mounted in the third mounting area by respectively clamping the fixing groove 29, the cross beam 6, the connecting column 25 and the bottom beam 24 on the corner upright 1 through the mounting groove 28, the shear wall plate 3 is mounted in the fourth mounting area by respectively clamping the cross beam 6, the connecting column 25 and the bottom beam 24 through the mounting groove 28, the shear wall plate 3 is mounted in the fifth mounting area by respectively clamping the fixing groove 29, the fixing column 7, the connecting column 25 and the bottom beam 24 on the side upright 10 through the mounting groove 28, and the sixth mounting area by respectively clamping the fixing groove 29, the connecting column 25 and the bottom beam 24 on the side upright 10.
The outer side surfaces of the cross beam 6 and the longitudinal beam 7 are respectively provided with an outer cover plate 5, the outer cover plates 5 are positioned above the shear wall plates 3, the thickness of the outer cover plates 5 is the same as that of the outer base surface of the shear wall plates 3, and the outer cover plates 5 are flush with the shear wall plates 3 to improve the attractiveness of the whole structure.
When the floor frame 2 is two or more than two layers, the bottom layer frame 4 comprises a U-shaped bottom beam 24, the bottom beam 24 is sequentially arranged to form a square frame structure, the four end corners of the square frame structure are provided with corner upright posts 1, and the bottom beam 24 is respectively connected with the corner upright posts 1 and the side upright posts 10; the floor frame comprises a floor frame body, a beam 6, a connecting column 25, a connecting column mounting hole 26, connecting column through holes 27, a gasket 30, a connecting column through hole 27, a connecting column mounting hole 26, a connecting column 25, a beam 6, a longitudinal beam 7, a bolt 31, an M8 bolt, and the like, wherein the connecting column 25 is arranged on the beam 6 at equal intervals and is connected with the floor frame body 24 through the connecting column 25, the connecting column 25 is connected with the beam 24 through the connecting column 25, the connecting column 6 is connected with the beam 6 through the connecting column 25, the connecting column 25 is connected between the beam 6 of the floor frame 2 through the upper and lower adjacent layers through the connecting column 25, the connecting column 25 is arranged on the longitudinal beam 7 at equal intervals, the connecting column 25 is connected with the floor frame body 24 through the connecting column 25, the connecting column 25 sequentially penetrates through the gasket 30 and the connecting column mounting hole 26, and the connecting column mounting hole 26 is connected with the connecting column 7 through the bolt 31.
As shown in fig. 3 and 6, the corner posts 1, stringers 7, connection posts 25, and bottom beams 24 cooperate to form a first mounting area for mounting the shear wall panel 3, the stringers 7, connection posts 25, and bottom beams 24 cooperate to form a second mounting area for mounting the shear wall panel 3, the corner posts 1, cross beams 6, connection posts 25, and bottom beams 24 cooperate to form a third mounting area for mounting the shear wall panel 3, the cross beams 6, connection posts 25, and bottom beams 24 cooperate to form a fourth mounting area for mounting the shear wall panel 3, the side posts 10, cross beams 6, connection posts 25, and bottom beams 24 cooperate to form a fifth mounting area for mounting the shear wall panel 3, the side posts 10, stringers 7, connection posts 25, and bottom beams 24 cooperate to form a sixth mounting area for mounting the shear wall panel 3, the corner posts 1, the longitudinal beams 7 and the connecting columns 25 are matched to form a seventh installation area for installing the shear wallboard 3, the longitudinal beams 7 and the connecting columns 25 are matched to form an eighth installation area for installing the shear wallboard 3, the corner posts 1, the cross beams 6 and the connecting columns 25 are matched to form a ninth installation area for installing the shear wallboard 3, the cross beams 6 and the connecting columns 25 are matched to form a tenth area for installing the shear wallboard 3, the side posts 10, the cross beams 6 and the connecting columns 25 are matched to form an eleventh installation area for installing the shear wallboard 3, the side posts 10, the longitudinal beams 7 and the connecting columns 25 are matched to form a twelfth installation area for installing the shear wallboard 3, and the shear wallboard 3 is respectively installed in the first installation area, the second installation area, the third installation area, the fourth installation area, the fifth installation area, the sixth installation area, the seventh installation area, eighth, ninth, tenth, eleventh, and twelfth mounting regions.
As shown in fig. 13, the shear wall board 3 is a sandwich composite structure, the shear wall board 3 uses OSB structural boards and cement fiber structural boards as base surfaces, high density graphite polystyrene boards or real gold boards as core materials, pipes such as drain pipes and wire pipes can be preset in the shear wall board 3 and can be used for connecting with drain pipes and wire pipes preset on the secondary beams 21, mounting grooves 28 are formed in the periphery of the shear wall board 3, fixing grooves 29 matched with the mounting grooves 28 are formed in one side, facing the cross beam 6, of the corner upright 1 and one side, facing the longitudinal beam 7, of the cross beam 6, the longitudinal beam 7, the side upright 10, the connecting columns 25 and the bottom beams 24 are matched with the mounting grooves 28, and fixing grooves 29 are formed in one side, facing the longitudinal beam 7, of the side upright 10; as shown in fig. 14-22, the shear wall plate 3 is mounted on the first mounting area by respectively clamping the fixing groove 29, the longitudinal beam 7, the connecting column 25 and the bottom beam 24 on the corner upright 1 through the mounting groove 28, the shear wall plate 3 is mounted on the second mounting area by respectively clamping the longitudinal beam 7, the connecting column 25 and the bottom beam 24 through the mounting groove 28, the shear wall plate 3 is mounted on the third mounting area by respectively clamping the fixing groove 29, the cross beam 6, the connecting column 25 and the bottom beam 24 on the corner upright 1 through the mounting groove 28, the shear wall plate 3 is mounted on the fourth mounting area by respectively clamping the cross beam 6, the connecting column 25 and the bottom beam 24 through the mounting groove 28, the shear wall plate 3 is mounted on the fifth mounting area by respectively clamping the side upright 10, the cross beam 6, the connecting column 25 and the bottom beam 24 through the mounting groove 28, the shear wallboard 3 is arranged in a sixth installation area by respectively clamping the fixing groove 29, the longitudinal beam 7, the connecting column 25 and the bottom beam 24 on the side upright 10 through the mounting groove 28, the shear wallboard 3 is arranged in a seventh installation area by respectively clamping the fixing groove 29, the longitudinal beam 7 and the connecting column 25 on the corner upright 1 through the mounting groove 28, the shear wallboard 3 is arranged in an eighth installation area by respectively clamping the longitudinal beam 7 and the connecting column 25 through the mounting groove 28, the shear wallboard 3 is arranged in a ninth installation area by respectively clamping the fixing groove 29, the cross beam 6 and the connecting column 25 on the corner upright 1 through the mounting groove 28, the shear wallboard 3 is arranged in a tenth installation area by respectively clamping the cross beam 6 and the connecting column 25 through the mounting groove 28, the shear wallboard 3 is arranged in an eleventh installation area by respectively clamping the side upright 10, the cross beam 6 and the connecting column 25 through the mounting groove 28, the shear wall plate is mounted in the twelfth mounting area by means of the mounting grooves 28 respectively clamping the fixing grooves 29, the longitudinal beams 7 and the connecting columns 25 on the side upright 10.
The outer side surfaces of the cross beam 6 and the longitudinal beam 7 are respectively provided with an outer cover plate 5, the outer cover plates 5 are positioned above the shear wall plates 3, the thickness of the outer cover plates 5 is the same as that of the outer base surface of the shear wall plates 3, and the outer cover plates 5 are flush with the shear wall plates 3 to improve the attractiveness of the whole structure.
FIG. 23 is a diagram showing the strength-to-stress ratio of the present invention, FIG. 24 is a diagram showing the structural variation of the present invention, with SPA 2000V 21 being used as the calculation software; through calculation, the strength stress ratio and the Z-direction structural deformation of the invention meet the specification requirements of Chinese structural design Specification.
In summary, the steel frame and the shear wallboard are coupled to form the integral shear capacity, so that good wind resistance, earthquake resistance and compression resistance effects are achieved, and meanwhile, the steel amount of the steel frame is greatly reduced by maximizing the material value of the steel frame and the shear wallboard. According to the invention, the shear wallboard and the steel frame are prefabricated, so that standardized, factory-like and automatic production can be realized, the quick installation on a construction site is convenient, the construction period is short, no construction waste is generated in the construction process, and the method is environment-friendly. In the invention, the shear wallboard and the steel frame can be prefabricated into pre-holes for pipes such as drain pipes, electric wire pipes and the like according to construction requirements in the prefabrication process, so that the subsequent assembly is convenient, and the site construction time is saved.
Finally, it should be noted that the above embodiments are merely representative examples of the present invention. Obviously, the invention is not limited to the above-described embodiments, but many variations are possible. Any simple modification, equivalent variation and modification of the above embodiments according to the technical substance of the present invention should be considered to be within the scope of the present invention.

Claims (5)

1. The steel frame-shear wallboard combined structure system comprises corner uprights, floor frames, shear wallboards and a bottom layer frame, and is characterized in that four end corners of the bottom layer frame are respectively connected with the corner uprights, the floor frames are at least provided with one layer, each floor frame comprises a cross beam and a longitudinal beam, the cross beams and the longitudinal beams are sequentially arranged to form a square frame structure, the four end corners of the square frame structure are provided with the corner uprights, the cross beams and the longitudinal beams are connected through the corner uprights, the corner uprights are connected with the floor frames to form a square frame structure, shear wallboards are arranged on the side surfaces and the inside of the square frame structure, the upper surface of each floor frame is provided with a floor board, and the lower surface of each floor frame is provided with a ceiling board;
the plurality of cross beams are arranged on the same side of the floor frame, two adjacent cross beams are connected through side stand columns, and the side stand columns with two symmetrical sides are connected through longitudinal beams;
the corner upright posts are hollow square upright posts, the side upright posts are hollow square upright posts, the cross beams are hollow square tubes with one side open, and the longitudinal beams are hollow square tubes with one side open;
when the floor frame is one layer, the bottom layer frame comprises U-shaped bottom beams, the bottom beams are sequentially arranged to form a square frame structure, the four end corners of the square frame structure are provided with corner upright posts, and the bottom beams are respectively connected with the corner upright posts and the side upright posts; the transverse beams are provided with connecting columns at equal intervals and are connected with the bottom beams through the connecting columns, the longitudinal beams are provided with connecting columns at equal intervals and are connected with the bottom beams through the connecting columns, the corner columns, the longitudinal beams, the connecting columns and the bottom beams are matched and encircled to form a first installation area for installing the shear wallboard, the longitudinal beams, the connecting columns and the bottom beams are matched and encircled to form a second installation area for installing the shear wallboard, the corner columns, the transverse beams, the connecting columns and the bottom beams are matched and encircled to form a third installation area for installing the shear wallboard, the transverse beams, the connecting columns and the bottom beams are matched and encircled to form a fourth installation area for installing the shear wallboard, the side columns, the longitudinal beams, the connecting columns and the bottom beams are matched and encircled to form a fifth installation area for installing the shear wallboard, and the shear wallboard is respectively installed in the first installation area, the second installation area, the third installation area, the fourth installation area, the fifth installation area and the sixth installation area;
the side of the corner upright posts facing the cross beam and the side of the corner upright posts facing the longitudinal beam are respectively provided with fixing grooves matched with the mounting grooves, the cross beam, the longitudinal beam, the side upright posts, the connecting columns and the bottom beams are respectively matched with the mounting grooves, the side upright posts facing the longitudinal beam are respectively provided with the fixing grooves, the longitudinal beam, the connecting columns and the bottom beams on the corner upright posts are respectively clamped in the mounting grooves, the shear wallboard is mounted in a first mounting area in a manner of respectively clamping the longitudinal beam, the connecting columns and the bottom beams on the shear wallboard, the shear wallboard is mounted in a third mounting area in a manner of respectively clamping the fixing grooves, the cross beam, the connecting columns and the bottom beams on the corner upright posts through the mounting grooves, the shear wallboard is mounted in a fourth mounting area in a manner of respectively clamping the side upright posts, the cross beam, the connecting columns and the bottom beams through the mounting grooves, and the shear wallboard is mounted in a fifth mounting area in a manner of respectively clamping the side upright posts, the fixing grooves, the connecting columns and the bottom beams on the side upright posts and the bottom beams through the mounting grooves;
when the floor frame is two or more than two layers, the bottom layer frame comprises U-shaped bottom beams, the bottom beams are sequentially arranged to form a square frame structure, the four end corners of the square frame structure are provided with corner upright posts, and the bottom beams are respectively connected with the corner upright posts and the side upright posts; connecting columns are arranged on the cross beams at equal intervals and connected with the bottom beams through the connecting columns, the cross beams of the upper and lower adjacent layers of floor frames are connected through the connecting columns, connecting columns are arranged on the longitudinal beams at equal intervals and connected with the bottom beams through the connecting columns, and the longitudinal beams of the upper and lower adjacent layers of floor frames are connected through the connecting columns; the corner posts, the longitudinal beams, the connecting posts and the bottom beams are matched to form a first installation area for installing the shear wallboard, the longitudinal beams, the connecting posts and the bottom beams are matched to form a second installation area for installing the shear wallboard, the corner posts, the cross beams, the connecting posts and the bottom beams are matched to form a third installation area for installing the shear wallboard, the cross beams, the connecting posts and the bottom beams are matched to form a fourth installation area for installing the shear wallboard, the side posts, the cross beams, the connecting posts and the bottom beams are matched to form a fifth installation area for installing the shear wallboard, the side posts, the longitudinal beams, the connecting posts and the bottom beams are matched to form a sixth installation area for installing the shear wallboard, the corner posts, the longitudinal beams and the connecting posts are matched to form a seventh installation area for installing the shear wallboard, the side columns, the side beams and the connecting columns are matched and encircled to form an eighth installation area for installing the shear wallboard, the corner columns, the cross beams and the connecting columns are matched and encircled to form a ninth installation area for installing the shear wallboard, the cross beams and the connecting columns are matched and encircled to form an eleventh installation area for installing the shear wallboard, the side columns, the side beams and the connecting columns are matched and encircled to form a twelfth installation area for installing the shear wallboard, and the shear wallboard is respectively installed in the first installation area, the second installation area, the third installation area, the fourth installation area, the fifth installation area, the sixth installation area, the seventh installation area, the eighth installation area, the ninth installation area, the tenth installation area, the eleventh installation area and the twelfth installation area;
the side of the angle column facing the cross beam and the side of the angle column facing the longitudinal beam are respectively provided with fixing grooves matched with the fixing grooves, the cross beam, the longitudinal beam, the side column, the connecting column and the bottom beam are respectively matched with the fixing grooves, the side column facing the longitudinal beam is provided with the fixing grooves, the shear wall board is arranged in a first installation area in a manner of respectively clamping the fixing grooves, the longitudinal beam, the connecting column and the bottom beam on the angle column through the fixing grooves, the longitudinal beam, the connecting column and the bottom beam, the shear wall board is arranged in a second installation area in a manner of respectively clamping the fixing grooves, the cross beam, the connecting column and the bottom beam on the angle column through the fixing grooves, the shear wall board is arranged in a third installation area in a manner of respectively clamping the cross beam, the connecting column and the bottom beam through the fixing grooves, the shear wallboard is installed in a fifth installation area through the mode of clamping side stand column, crossbeam, spliced pole and flounder respectively by the mounting groove, the shear wallboard is installed in a sixth installation area through the mode of clamping fixed slot, longeron, spliced pole and flounder on the side stand column respectively by the mounting groove, the shear wallboard is installed in a seventh installation area through the mode of clamping fixed slot, longeron and spliced pole on the corner stand column respectively by the mounting groove, the shear wallboard is installed in an eighth installation area through the mode of clamping longitudinal beam and spliced pole respectively by the mounting groove, the shear wallboard is installed in a ninth installation area through the mode of clamping fixed slot, crossbeam and spliced pole on the corner stand column respectively by the mounting groove, the shear wallboard is installed in a tenth installation area through the mode of clamping crossbeam and spliced pole respectively by the mounting groove, the shear wallboard is installed in a tenth installation area through the mode of clamping side stand column respectively by the mounting groove, the mode of crossbeam and spliced pole is installed in eleventh installation region, shear force wallboard passes through fixed slot, longeron and the spliced pole mode on the mounting groove difference joint limit stand and installs in twelfth installation region.
2. The steel frame-shear wallboard combined structure system of claim 1, wherein a first longitudinal beam mounting hole is formed in one side of the corner upright facing the longitudinal beam, a first transverse beam mounting hole is formed in one side of the corner upright facing the transverse beam, and the first transverse beam mounting hole corresponds to the first longitudinal beam mounting hole; a second longitudinal beam mounting hole is formed in one side, facing the longitudinal beam, of the side stand column, a second transverse beam mounting hole is formed in one side, facing the transverse beam, of the side stand column, and the second transverse beam mounting hole corresponds to the second longitudinal beam mounting hole; the two ends of the cross beam are provided with cross beam mounting plates, the cross beam mounting plates are provided with first through holes, and the cross beam is fixedly connected with the corner stand column or the side stand column in a mode that bolts penetrate through the first through holes and are then connected with the first cross beam mounting holes or the second cross beam mounting holes in a screwed mode; the two ends of the longitudinal beam are provided with longitudinal beam mounting plates, the longitudinal beam mounting plates are provided with second through holes, and the longitudinal beam is fixedly connected with the corner upright post or the side upright post in a mode of penetrating through the second through holes through bolts and then being connected with the first longitudinal beam mounting holes or the second longitudinal beam mounting holes in a screwed mode.
3. The steel frame-shear wallboard combined structure system of claim 2, wherein a cross beam stiffener plate is arranged in the cross beam, and a longitudinal beam stiffener plate is arranged in the longitudinal beam.
4. The steel frame-shear wallboard combined structure system according to claim 2, wherein a plurality of secondary beams are arranged between two adjacent longitudinal beams, the secondary beams are arranged parallel to the cross beams, secondary beam mounting plates corresponding to the secondary beams are arranged in the longitudinal beams, the secondary beams are in threaded connection with the secondary beam mounting plates, and pre-holes are formed in the secondary beams.
5. The steel frame-shear wall panel composite structure system of claim 1, wherein the outer side surfaces of the cross beam and the longitudinal beam are provided with outer cladding plates.
CN202111110605.2A 2021-09-23 2021-09-23 Steel frame-shear wall plate combined structure system Active CN113833112B (en)

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