CN216195398U - Steel frame structure of steel frame-shear wall plate combined structure system - Google Patents
Steel frame structure of steel frame-shear wall plate combined structure system Download PDFInfo
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- CN216195398U CN216195398U CN202122308953.2U CN202122308953U CN216195398U CN 216195398 U CN216195398 U CN 216195398U CN 202122308953 U CN202122308953 U CN 202122308953U CN 216195398 U CN216195398 U CN 216195398U
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Abstract
A steel frame structure of a steel frame-shear wall plate combined structure system belongs to the technical field of building structure engineering. 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 angles of the square frame structure are provided with the corner upright columns, the cross beam and the longitudinal beam are connected through the corner upright columns, and the corner upright columns are connected with the floor frame to form a square frame structure. According to the utility model, the corner upright columns, the side upright columns and the connecting columns are respectively fixed with the cross beam and the longitudinal beam in a screwed manner through bolts, and the traditional welding connection is replaced by the bolt connection, so that the assembly efficiency is greatly improved, and the connection precision is ensured.
Description
Technical Field
The utility model belongs to the technical field of building structure engineering, and particularly relates to a steel frame structure of a steel frame-shear wall plate combined structure system.
Background
The prefabricated structure can save energy, water and materials, greatly reduces construction waste, reduces noise pollution, reduces labor force consumption and strength, effectively improves construction environment, improves engineering quality, and is a structure worthy of vigorous popularization. The prefabricated frame-shear wall structure is an important structural form, the traditional frame is welded on a construction site, and the welding precision is low due to the fact that the traditional frame cannot be accurately positioned in the welding process, the on-site welding efficiency is not high, and the progress of engineering is easily influenced.
Therefore, a new solution is needed to solve this problem.
Disclosure of Invention
The utility model mainly solves the technical problems in the prior art and provides a steel frame structure of a steel frame-shear wall plate combined structure system.
The technical problem of the utility model is mainly solved by the following technical scheme: the steel frame structure of the steel frame-shear wall plate combined structure system comprises corner stand columns, floor frames and bottom frames, wherein four end corners of the bottom frames are connected with the corner stand columns respectively, 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 corner stand columns are arranged at the four end corners of the square frame structure, the cross beams and the longitudinal beams are connected through the corner stand columns, and the corner stand columns and the floor frames are connected to form the square frame structure.
Preferably, a plurality of cross beams are arranged on the same side of the floor frame, two adjacent cross beams are connected through edge columns, and the edge columns on two symmetrical sides are connected through longitudinal beams.
Preferably, the corner stand column is a hollow square stand column, a first longitudinal beam mounting hole is arranged on one side of the corner stand column facing the longitudinal beam, a first cross beam mounting hole is arranged on one side of the corner stand column facing the cross beam, the first cross beam mounting hole corresponds to the first longitudinal beam mounting hole, the side stand column is a hollow square stand column, a second longitudinal beam mounting hole is arranged on one side of the side stand column facing the longitudinal beam, a second cross beam mounting hole is arranged on one side of the side stand column facing the cross beam, the second cross beam mounting hole corresponds to the second longitudinal beam mounting hole, the cross beam is a hollow square tube with one open side, cross beam mounting plates are arranged at two ends of the cross beam, first through holes are arranged on the cross beam mounting plates, the cross beam and the corner stand column or the side stand column are fixedly connected in a mode that a bolt is screwed with the first cross beam mounting hole or the second cross beam mounting hole after penetrating through the first through hole, the longitudinal beam is a hollow square tube with one open side, the both ends of longeron are equipped with the longeron mounting panel, the second through-hole has been seted up on the longeron mounting panel, and the mode of first longeron mounting hole of spiro union or second longeron mounting hole is with longeron and angle stand or limit stand fixed connection after passing the second through-hole through the bolt.
Preferably, a cross beam stiffened plate is arranged in the cross beam, and a longitudinal beam stiffened plate is arranged in the longitudinal beam.
Preferably, a plurality of secondary beams are arranged between every two adjacent longitudinal beams, the secondary beams are arranged in 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 the secondary beams are provided with pre-holes.
Preferably, the bottom layer frame comprises a U-shaped bottom beam, the bottom beam is sequentially arranged to form a square frame structure, corner stand columns are arranged at four end corners of the square frame structure, and the bottom beam is respectively connected with the corner stand columns and the side stand columns; the beam is provided with connecting columns at equal intervals and is connected with the bottom beam through the connecting columns, and the longitudinal beam is provided with connecting columns at equal intervals and is connected with the bottom beam through the connecting columns.
Preferably, the bottom layer frame comprises a U-shaped bottom beam, the bottom beam is sequentially arranged to form a square frame structure, corner stand columns are arranged at four end corners of the square frame structure, and the bottom beam is respectively connected with the corner stand columns and the side stand columns; the floor frame is characterized in that connecting columns are arranged on the cross beams at equal intervals and are connected with the bottom beam through the connecting columns, the two layers of the floor frame are adjacent from top to bottom, the cross beams of the floor frame are connected through the connecting columns, the connecting columns are arranged on the longitudinal beams at equal intervals and are connected with the bottom beam through the connecting columns, and the longitudinal beams of the floor frame are connected through the connecting columns.
The utility model has the following beneficial effects: according to the utility model, the corner upright columns, the side upright columns and the connecting columns are respectively fixed with the cross beam and the longitudinal beam in a screwed manner through bolts, and the traditional welding connection is replaced by the bolt connection, so that the assembly efficiency is greatly improved, and the connection precision is ensured. In the utility model, the corner upright columns, the side upright columns, the connecting columns, the cross beams, the longitudinal beams and the secondary beams can be prefabricated in a factory, so that not only is standardized, industrialized and automatic production realized, but also the construction site is convenient to mount quickly, the construction period is short, no construction waste is generated in the construction process, and the method is green and environment-friendly.
Drawings
FIG. 1 is a schematic diagram of an embodiment of the present invention;
FIG. 2 is a schematic representation of one use of the present invention;
FIG. 3 is a schematic view of a connection configuration of shear wall panels;
FIG. 4 is a schematic view of a connection structure of the corner post and the fixing groove of the present invention;
FIG. 5 is a schematic view of one construction of the edge post of the present invention;
figure 6 is a schematic view of one construction of the floor frame of the present invention;
FIG. 7 is a schematic view of one construction of a beam of the present invention;
FIG. 8 is a schematic view of one construction of the stringer of the present invention;
FIG. 9 is a schematic view of one construction of the present invention sill;
FIG. 10 is a schematic view of a connection structure of the side uprights, cross members and longitudinal members of the present invention;
FIG. 11 is a schematic view of a connection structure of the stringers and secondary beams of the present invention;
FIG. 12 is a schematic view of a connection structure of a connecting column and a cross member of the present invention;
FIG. 13 is a schematic view of one construction of a shear wall panel;
FIG. 14 is a schematic view of a front view configuration of the present invention;
FIG. 15 is a cross-sectional view A-A of FIG. 14;
FIG. 16 is an enlarged view of portion A of FIG. 15;
FIG. 17 is an enlarged view of portion B of FIG. 15;
FIG. 18 is a cross-sectional view B-B of FIG. 14;
FIG. 19 is an enlarged view of portion C of FIG. 18;
FIG. 20 is an enlarged view of portion D of FIG. 18;
FIG. 21 is an enlarged view of section E of FIG. 18;
FIG. 22 is a schematic view of a connection configuration for the present invention of the longitudinal and shear wall panels;
FIG. 23 is a schematic illustration of the strength to stress ratio;
fig. 24 is a schematic view of a structural modification.
In the figure: 1. corner columns; 2. a floor frame; 3. a shear wall panel; 4. a bottom layer frame; 5. an outer sheathing panel; 6. a cross beam; 7. a stringer; 8. a floor plate; 9. a ceiling plate; 10. a side column; 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 longitudinal beam mounting plate; 18. a second through hole; 19. a beam stiffened plate; 20. a longitudinal beam stiffened plate; 21. a secondary beam; 22. mounting a secondary beam; 23. pre-hole drilling; 24. a bottom beam; 25. connecting columns; 26. a connecting column mounting hole; 27. connecting column through holes; 28. mounting grooves; 29. fixing grooves; 30. a gasket; 31. and (4) bolts.
Detailed Description
The technical scheme of the utility model is further specifically described by the following embodiments and the accompanying drawings.
Example (b): a steel frame structure of a steel frame-shear wall plate combined structure system comprises corner upright posts 1, floor frames 2 and bottom frames 4, wherein the bottom frames 4 are of a square frame structure, four end corners of the bottom frames 4 are respectively connected with the corner upright posts 1, the floor frames 2 are located above the bottom frames 4, the bottom frames 4 are connected with the floor frames 2 through the corner upright posts 1, at least one layer of the floor frames 2 is arranged, each floor frame 2 comprises cross beams 6 and longitudinal beams 7, the cross beams 6 and the longitudinal beams 7 are sequentially arranged to form the square frame structure, the corner upright posts 1 are arranged at the four end corners of the square frame structure, the cross beams 6 are connected with the longitudinal beams 7 through the corner upright posts 1, and the four corner upright posts 1 are connected with the floor frames 2 to form the square frame structure.
The utility model discloses a steel frame-shear wall plate combined structure system which comprises a shear wall plate 3 and a steel frame structure, wherein the shear wall plate 3 is arranged on the side surface and the inner part of a square frame structure formed by connecting four corner upright posts 1 and a floor frame 2, the upper surface of the floor frame 2 is provided with a floor plate 8, the lower surface of the floor frame 2 is provided with a ceiling plate 9, the floor plate 8 can adopt an OSB floor plate 8, the ceiling plate 9 can adopt an OSB ceiling plate 9, and the thicknesses of the floor plate 8 and the ceiling plate 9 can be set according to construction requirements.
As shown in fig. 6, in the same floor frame 2, a plurality of cross beams 6 located on the same side can be arranged according to the construction requirement, two adjacent cross beams 6 are adjacent to each other through side uprights 10, the side uprights 10 are arranged parallel to the corner uprights 1, and the side uprights 10 on two symmetrical sides are connected to each other through longitudinal beams 7.
As shown in fig. 4-8 and 10-11, the corner column 1 is a hollow square column, a plurality of first longitudinal beam mounting holes 11 are formed in a side of the corner column 1 facing the longitudinal beam 7, a plurality of first cross beam mounting holes 12 are formed in a side of the corner column 1 facing the cross beam 6, the first cross beam mounting holes 12 correspond to the first longitudinal beam mounting holes 11, the side column 10 is a hollow square column, a plurality of second longitudinal beam mounting holes 13 are formed in a side of the side column 10 facing the longitudinal beam 7, a plurality of second cross beam mounting holes 14 are formed in a side of the side column 10 facing the cross beam 6, the second cross beam mounting holes 14 correspond to the second longitudinal beam mounting holes 13, the first cross beam mounting holes 12, the first longitudinal beam mounting holes 11, the second cross beam mounting holes 14 and the second longitudinal beam mounting holes 13 are located at the same height, the cross beam 6 is a hollow square tube with one side open, the both ends of crossbeam 6 are equipped with crossbeam mounting panel 15, crossbeam mounting panel 15 is through welded mode fixed mounting on crossbeam 6, a plurality of first through-holes 16 have been seted up on crossbeam mounting panel 15, pass the first crossbeam mounting hole 12 of spiro union or the first crossbeam mounting hole 14's of second crossbeam mounting hole mode with crossbeam 6 and angle stand 1 or limit stand 10 fixed connection behind first through-hole 16 through bolt 31, longeron 7 is the open cavity side pipe in one side, the both ends of longeron 7 are equipped with longeron mounting panel 17, longeron mounting panel 17 is through welded mode fixed mounting on longeron 7, a plurality of second through-holes 18 have been seted up on longeron mounting panel 17, pass the first longeron mounting hole 11 of spiro union or the mode of second longeron mounting hole 13 with longeron 7 and angle stand 1 or limit stand 10 fixed connection behind second through bolt 31. Between corner post 1 and longeron 7, between corner post 1 and crossbeam 6, between side post 10 and longeron 7, all adopt bolt 31 spiro union's mode to link to each other between side post 10 and the crossbeam 6, can realize floor frame 2 and corner post 1, the equipment of side post 10 fast, and simultaneously, in order to guarantee that floor frame 2 has great bearing capacity, bolt 31 adopts the high-strength bolt, and the quantity of each junction bolt 31 will guarantee at least at 4 and above, the optional M12 bolt of bolt 31. The corner upright columns 1 and the side upright columns 10 are made of steel materials, the cross beams 6 and the longitudinal beams 7 are made of special structural special-shaped steel, and the 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 is characterized in that a beam stiffened plate 19 is arranged in the beam 6, the beam stiffened plate 19 is fixedly arranged in the beam 6 in a welding mode, a longitudinal beam stiffened plate 20 is arranged in the longitudinal beam 7, and the longitudinal beam stiffened plate 20 is fixedly arranged in the longitudinal beam 7 in a welding mode. The cross beam stiffened plates 19 and the longitudinal beam stiffened plates 20 are respectively arranged in the cross beam 6 and the longitudinal beam 7, so that the bearing capacity of the cross beam 6 and the longitudinal beam 7 can be improved, and the number of the cross beam stiffened plates 19 and the longitudinal beam stiffened plates 20 is at least ensured to be 2 or more.
Be equipped with a plurality of secondary beam 21 between two adjacent longerons 7, secondary beam 21 is on a parallel with crossbeam 6 and sets up, be equipped with in the longeron 7 with the corresponding secondary beam mounting panel 22 of secondary beam 21, secondary beam mounting panel 22 is through welded mode fixed mounting in longeron 7, secondary beam 21 passes through bolt 31 spiro union secondary beam mounting panel 22, a plurality of pre-holes 23 have been seted up on the secondary beam 21. Through set up a plurality of secondary beam mounting panels 22 in longeron 7, on the one hand through the bearing capacity that increases longeron 7, on the other hand can realize the high-speed joint of secondary beam 21 and longeron 7, for the joint strength who guarantees secondary beam 21 and longeron 7, bolt 31 adopts the high-strength bolt, and the quantity of each junction bolt 31 will guarantee 2 at least and above, and bolt 31 can select the M12 bolt. Through having seted up a plurality of pre-holes 23 on secondary beam 21, pre-hole 23 can be used to predetermine tubular product such as drain pipe, electric wire tube to realize quick simple installation, practice thrift on-the-spot construction time.
When the floor frame 2 is a floor, 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, corner columns 1 are arranged at four end corners of the square frame structure, and the bottom beam 24 is respectively connected with the corner columns 1 and the side columns 10; equidistant spliced pole 25 that is equipped with on crossbeam 6 to link to each other with floorbar 24 through spliced pole 25, equidistant spliced pole 25 that is equipped with on longeron 7 to link to each other with floorbar 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 to spliced pole 25 through the mode of bolt 31 spiro union, spliced pole 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 passes through is great, so that when connecting, the position of spliced pole 25 can finely tune, passes the mode of spiro union spliced pole mounting hole 26 behind gasket 30, spliced pole through-hole 27 in proper order through bolt 31 and links to each other spliced pole 25 with crossbeam 6, longeron 7, and M8 bolt can be chooseed for use to bolt 31.
As shown in fig. 6, the longitudinal beams 7, the connecting columns 25 and the bottom beams 24 cooperate to define a second mounting area for mounting the shear wall panel 3, the corner columns 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 wall plate 3, the cross beam 6, the connecting column 25 and the bottom beam 24 cooperate to enclose a fourth mounting area for mounting the shear wall panel 3, the side columns 10, the cross beams 6, the connecting columns 25 and the bottom beams 24 are matched to enclose a fifth installation area for installing the shear wall plate 3, the side columns 10, the longitudinal beams 7, the connecting columns 25 and the bottom beams 24 are matched to enclose a sixth installation area for installing the shear wall plate 3, the shear wall plates 3 are respectively installed in a first installation area, a second installation area, a third installation area, a fourth installation area, a fifth installation area and a sixth installation area.
As shown in fig. 13, the shear wall panel 3 is a sandwich composite structure, the shear wall panel 3 uses an OSB structural panel and a cement fiber structural panel as a base plane, a high-density graphite polystyrene board or a real gold board as a core material, pipes such as a drain pipe and a wire pipe can be preset in the shear wall panel 3, and can be used for connecting with the drain pipe and the wire pipe preset on the secondary beam 21, and an installation groove 28 is formed around the shear wall panel 3; one side of the corner upright column 1 facing the cross beam 6 and one side of the corner upright column facing the longitudinal beam 7 are respectively provided with a fixing groove 29 matched with the mounting groove 28, the cross beam 6, the longitudinal beam 7, the side upright column 10, the connecting column 25 and the bottom beam 24 are respectively matched with the mounting groove 28, namely the thicknesses of the fixing groove 29, the cross beam 6, the longitudinal beam 7, the side upright column 10, the connecting column 25 and the bottom beam 24 are slightly smaller than the thickness of a core material of the shear wall plate 3, and one side of the side upright column 10 facing the longitudinal beam 7 is provided with the fixing groove 29; as shown in fig. 14 to 22, the shear wall panel 3 is installed in a first installation area by respectively clamping the fixing grooves 29, the longitudinal beams 7, the connecting columns 25 and the bottom beams 24 on the corner columns 1 through the installation grooves 28, the shear wall panel 3 is installed in a second installation area by respectively clamping the longitudinal beams 7, the connecting columns 25 and the bottom beams 24 through the installation grooves 28, the shear wall panel 3 is installed in a third installation area by respectively clamping the fixing grooves 29, the cross beams 6, the connecting columns 25 and the bottom beams 24 on the corner columns 1 through the installation grooves 28, the shear wall panel 3 is installed in a fourth installation area by respectively clamping the cross beams 6, the connecting columns 25 and the bottom beams 24 through the installation grooves 28, the shear wall panel 3 is installed in a fifth installation area by respectively clamping the side columns 10, the cross beams 6, the connecting columns 25 and the bottom beams 24 through the installation grooves 28, and the shear wall panel 3 is installed in the fixing grooves 29, the bottom beams 24 on the side columns 10 through the installation grooves 28, The longitudinal beams 7, the connecting columns 25 and the bottom beams 24 are mounted in the sixth mounting area.
When the floor frame 2 has two or more 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, corner columns 1 are arranged at four end corners of the square frame structure, and the bottom beam 24 is respectively connected with the corner columns 1 and the side columns 10; the floor frame is characterized in that connecting columns 25 are equidistantly arranged on the cross beams 6 and are connected with the bottom beam 24 through the connecting columns 25, the upper layer and the lower layer are adjacent to each other, the cross beams 6 of the floor frame 2 are connected with each other through the connecting columns 25, the longitudinal beams 7 are equidistantly arranged on the longitudinal beams 7 and are connected with the bottom beam 24 through the connecting columns 25, the upper layer and the lower layer are adjacent to each other, the longitudinal beams 7 of the floor frame 2 are connected with each other through the connecting columns 25, the connecting columns 25 are hollow square stand columns, the connecting columns 25 are respectively connected with the longitudinal beams 7 and the cross beams 6 in a bolt 31 threaded mode, connecting column mounting holes 26 are formed in the longitudinal beams 7 and the cross beams 6, connecting column through holes 27 are formed in two ends of the connecting columns 25, the hole diameters of the connecting columns 25 are large, the connecting columns 25 can be finely adjusted when the floor frame is connected, and the connecting columns 25 and the cross beams 6 in a bolt 31 sequentially passing through the gaskets 30 and the connecting column through holes 27, The longitudinal beams 7 are connected, and the bolt 31 can be an M8 bolt.
As shown in fig. 3 and 6, the corner columns 1, the longitudinal beams 7, the connecting columns 25 and the bottom beams 24 are matched to enclose a first mounting area for mounting the shear wall panel 3, the longitudinal beams 7, the connecting columns 25 and the bottom beams 24 are matched to enclose a second mounting area for mounting the shear wall panel 3, the corner columns 1, the cross beams 6, the connecting columns 25 and the bottom beams 24 are matched to enclose a third mounting area for mounting the shear wall panel 3, the cross beams 6, the connecting columns 25 and the bottom beams 24 are matched to enclose a fourth mounting area for mounting the shear wall panel 3, the side columns 10, the cross beams 6, the connecting columns 25 and the bottom beams 24 are matched to enclose a fifth mounting area for mounting the shear wall panel 3, the side columns 10, the longitudinal beams 7, the connecting columns 25 and the bottom beams 24 are matched to enclose a sixth mounting area for mounting the shear wall panel 3, the corner columns 1, the longitudinal beams 7 and the connecting columns 25 are matched to enclose a seventh mounting area for mounting the shear wall panel 3, the shear wall plate 3 is characterized in that the longitudinal beam 7 and the connecting column 25 are matched and defined into an eighth mounting area for mounting the shear wall plate 3, the corner upright column 1, the cross beam 6 and the connecting column 25 are matched and defined into a ninth mounting area for mounting the shear wall plate 3, the cross beam 6 and the connecting column 25 are matched and defined into a tenth mounting area for mounting the shear wall plate 3, the side upright column 10, the cross beam 6 and the connecting column 25 are matched and defined into an eleventh mounting area for mounting the shear wall plate 3, the side upright column 10, the longitudinal beam 7 and the connecting column 25 are matched and defined into a twelfth mounting area for mounting the shear wall plate 3, and the shear wall plate 3 is respectively mounted in the first mounting area, the second mounting area, the third mounting area, the fourth mounting area, the fifth mounting area, the sixth mounting area, the seventh mounting area, the eighth mounting area, the ninth mounting area and the tenth mounting area, The eleventh mounting region and the twelfth mounting region.
As shown in fig. 13, the shear wall panel 3 is a sandwich composite structure, the shear wall panel 3 uses an OSB structural panel and a cement fiber structural panel as a base plane, a high-density graphite polystyrene board or a real gold board as a core material, pipes such as drain pipes, electric wire pipes and the like can be preset in the shear wall panel 3 and can be used for connecting with the drain pipes and the electric wire pipes preset on the secondary beam 21, mounting grooves 28 are formed around the shear wall panel 3, fixing grooves 29 matched with the mounting grooves 28 are respectively formed on one side of the corner upright 1 facing the cross beam 6 and one side of the corner upright 1 facing the longitudinal beam 7, the cross beam 6, the longitudinal beam 7, the side upright 10, the connecting column 25 and the bottom beam 24 are matched with the mounting grooves 28, and the fixing grooves 29 are formed on one side of the side upright 10 facing the longitudinal beam 7; as shown in fig. 14 to 22, the shear wall panel 3 is installed in a first installation area by respectively clamping the fixing grooves 29, the longitudinal beams 7, the connecting columns 25 and the bottom beams 24 on the corner columns 1 through the installation grooves 28, the shear wall panel 3 is installed in a second installation area by respectively clamping the longitudinal beams 7, the connecting columns 25 and the bottom beams 24 through the installation grooves 28, the shear wall panel 3 is installed in a third installation area by respectively clamping the fixing grooves 29, the cross beams 6, the connecting columns 25 and the bottom beams 24 on the corner columns 1 through the installation grooves 28, the shear wall panel 3 is installed in a fourth installation area by respectively clamping the cross beams 6, the connecting columns 25 and the bottom beams 24 through the installation grooves 28, the shear wall panel 3 is installed in a fifth installation area by respectively clamping the side columns 10, the cross beams 6, the connecting columns 25 and the bottom beams 24 through the installation grooves 28, and the shear wall panel 3 is installed in the fixing grooves 29, the bottom beams 24 on the side columns 10 through the installation grooves 28, Mode of longeron 7, spliced pole 25 and floorbar 24 is installed in sixth installation area, mode that fixed slot 29, longeron 7 and spliced pole 25 on the corner stand 1 are blocked respectively through mounting groove 28 to shear wall panel 3 is installed in seventh installation area, mode that shear wall panel 3 blocked respectively longeron 7 and spliced pole 25 through mounting groove 28 is installed in eighth installation area, mode that fixed slot 29, crossbeam 6 and spliced pole 25 on the corner stand 1 are blocked respectively through mounting groove 28 is installed in ninth installation area to shear wall panel 3, mode that shear wall panel 3 blocked respectively crossbeam 6 and spliced pole 25 through mounting groove 28 is installed in tenth installation area, mode that shear wall panel 3 blocked respectively limit stand 10, crossbeam 6 and spliced pole 25 through mounting groove 28 is installed in eleventh installation area, the shear wall version blocks fixed slot 29, the spliced on the limit stand 10 respectively through mounting groove 28, The stringers 7 and connecting columns 25 are mounted in the twelfth mounting area.
Fig. 23 is a schematic diagram of the strength-stress ratio of a steel frame-shear wall panel composite structure system of the utility model, fig. 24 is a schematic diagram of the structural deformation of the steel frame-shear wall panel composite structure system of the utility model, and the calculation software adopts SPA 2000V 21; through calculation, the strength-stress ratio and the Z-direction structural deformation of the steel frame-shear wall plate combined structure system meet the standard requirements of Chinese structural design standards.
In conclusion, in the utility model, the corner upright columns, the side upright columns and the connecting columns are respectively fixed with the cross beams and the longitudinal beams in a threaded manner through bolts, and the traditional welding connection is replaced by the bolt connection, so that the assembly efficiency is greatly improved, and the connection precision is ensured. In the utility model, the corner upright columns, the side upright columns, the connecting columns, the cross beams, the longitudinal beams and the secondary beams can be prefabricated in a factory, so that not only is standardized, industrialized and automatic production realized, but also the construction site is convenient to mount quickly, the construction period is short, no construction waste is generated in the construction process, and the method is green and environment-friendly.
Finally, it should be noted that the above embodiments are merely representative examples of the present invention. It is obvious that the utility model is not limited to the above-described embodiments, but that many variations are possible. Any simple modification, equivalent change and modification made to the above embodiments in accordance with the technical spirit of the present invention should be considered to be within the scope of the present invention.
Claims (7)
1. The utility model provides a steel frame-shear force wallboard integrated configuration system steel frame construction, includes angle stand, floor frame and bottom frame, its characterized in that, four end 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 end 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 and form square frame structure.
2. The steel frame structure of the steel frame-shear wall plate combined structure system according to claim 1, wherein a plurality of cross beams are arranged on the same side of the floor frame, two adjacent cross beams are connected through side columns, and the side columns on two symmetrical sides are connected through longitudinal beams.
3. The steel frame structure of the steel frame-shear wall plate combined structure system according to claim 2, wherein the corner columns are hollow square columns, first longitudinal beam mounting holes are formed in the sides, facing the longitudinal beams, of the corner columns, first cross beam mounting holes are formed in the sides, facing the cross beams, of the corner columns, the first cross beam mounting holes correspond to the first longitudinal beam mounting holes, the side columns are hollow square columns, second longitudinal beam mounting holes are formed in the sides, facing the longitudinal beams, of the side columns, second cross beam mounting holes are formed in the sides, facing the cross beams, of the side columns, the second cross beam mounting holes correspond to the second longitudinal beam mounting holes, the cross beams are hollow square tubes with one sides open, cross beam mounting plates are arranged at two ends of the cross beams, first through holes are formed in the cross beam mounting plates, and the cross beams and the corner columns or the side columns are fixed in a mode that bolts are screwed with the first cross beam mounting holes or the second cross beam mounting holes after penetrating through the first through holes Decide the connection, the longeron is the open cavity side pipe in one side, the both ends of longeron are equipped with the longeron mounting panel, the second through-hole has been seted up on the longeron mounting panel, pass the mode of the first longeron mounting hole of spiro union or second longeron mounting hole behind the second through-hole through the bolt with longeron and angle stand or limit stand fixed connection.
4. The steel frame structure of the steel frame-shear wall plate combined structure system according to claim 3, wherein a cross beam stiffened plate is arranged in the cross beam, and a longitudinal beam stiffened plate is arranged in the longitudinal beam.
5. The steel frame structure of claim 3, wherein a plurality of secondary beams are arranged between two adjacent longitudinal beams, the secondary beams are arranged in 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 the secondary beams are provided with pre-holes.
6. The steel frame structure of the steel frame-shear wall plate combined structure system according to claim 2, wherein the bottom layer frame comprises U-shaped bottom beams, the bottom beams are sequentially arranged to form a square frame structure, corner columns are arranged at four end corners of the square frame structure, and the bottom beams are respectively connected with the corner columns and the side columns; the beam is provided with connecting columns at equal intervals and is connected with the bottom beam through the connecting columns, and the longitudinal beam is provided with connecting columns at equal intervals and is connected with the bottom beam through the connecting columns.
7. The steel frame structure of the steel frame-shear wall plate combined structure system according to claim 2, wherein the bottom layer frame comprises U-shaped bottom beams, the bottom beams are sequentially arranged to form a square frame structure, corner columns are arranged at four end corners of the square frame structure, and the bottom beams are respectively connected with the corner columns and the side columns; the floor frame is characterized in that connecting columns are arranged on the cross beams at equal intervals and are connected with the bottom beam through the connecting columns, the two layers of the floor frame are adjacent from top to bottom, the cross beams of the floor frame are connected through the connecting columns, the connecting columns are arranged on the longitudinal beams at equal intervals and are connected with the bottom beam through the connecting columns, and the longitudinal beams of the floor frame are connected through the connecting columns.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122308953.2U CN216195398U (en) | 2021-09-23 | 2021-09-23 | Steel frame structure of steel frame-shear wall plate combined structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122308953.2U CN216195398U (en) | 2021-09-23 | 2021-09-23 | Steel frame structure of steel frame-shear wall plate combined structure system |
Publications (1)
| Publication Number | Publication Date |
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| CN216195398U true CN216195398U (en) | 2022-04-05 |
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Family Applications (1)
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|---|---|---|---|
| CN202122308953.2U Active CN216195398U (en) | 2021-09-23 | 2021-09-23 | Steel frame structure of steel frame-shear wall plate combined structure system |
Country Status (1)
| Country | Link |
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| CN (1) | CN216195398U (en) |
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2021
- 2021-09-23 CN CN202122308953.2U patent/CN216195398U/en active Active
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