Damping structure for a steel framed building with a metal roof

Abstract

The present application relates to the technical field of metal roof steel frame construction in general building construction, in particular to a damping structure of metal roof steel frame construction. The present application comprises a steel structure stand column, a steel structure cross beam, an arched upper suspension rod and a metal roof panel, the left and right ends of each steel structure cross beam are installed at the top of two symmetrical steel structure stand columns; the middle part of the arched upper suspension rod is above the steel structure cross beam, the two ends of the arched upper suspension rod in the length direction respectively correspond to the suspension rod through holes arranged at the two ends of the steel structure cross beam, and the two ends of the arched upper suspension rod in the length direction are connected with the inner sides of the two steel structure stand columns through straight hole bolt limiting assemblies; the left and right ends of the steel structure cross beam are installed at the top of the steel structure stand column through arc hole bolt spring limiting assemblies; and the metal roof panel is installed on the arched upper suspension rod and the steel structure cross beam through elastic universal assemblies. The present application can effectively improve the overall damping performance of the building and better ensure the safety of the overall structure of the building.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of metal roof steel frame construction in general building construction, in particular to a damping structure of a metal roof steel frame construction. BACKGROUND

[0002] Metal roof steel frame construction generally refers to a framework structure constructed by steel structure materials, and a roof made of metal materials laid on the top of the framework structure. Because the metal roof has the characteristics of high strength, good durability and stable performance, and the steel structure framework structure has the advantages of fast installation speed and high structural strength, the metal roof steel frame construction is more and more widely used in building structures.

[0003] At present, in the metal roof steel frame construction, the connection between the metal roof and the steel structure framework is generally fixed by high-strength bolts. Although it can improve the overall stability of the structure, it is a rigid connection without damping structure, and the overall cooperation is weak. In extreme cases such as earthquakes, the bolt connection is prone to damage, which has great safety hazards.

[0004] In addition, a small part of metal roof steel frame construction designs have damping structures, but the damping form is relatively single, and the damping effect still needs to be improved. For example, the Chinese patent document with publication number CN220336256U discloses a factory roof structure, which includes a vertical rod, a cross beam and a pre-buried base, the top end of the vertical rod is fixedly connected with the cross beam, and the bottom end of the vertical rod is installed at the top end of the pre-buried base. It also includes a metal roof panel, a reinforcing rib, a cross frame, a damping connection assembly, a support assembly and a reinforcing assembly. The damping connection assembly includes a plurality of damping rods and a plurality of damping springs, the support assembly includes two inclined support beams, a vertical frame, a plurality of purlins and a plurality of positioning pins, the reinforcing rib is installed between the bottom end of the cross beam and the side wall of the vertical rod, supporting the cross beam, the cross frame is installed at the top end of the cross beam through the damping connection assembly, the support assembly is installed at the top end of the cross frame, and the reinforcing assembly is installed between two adjacent support assemblies. The metal roof panel is connected to the support assembly. The damping spring in the above-mentioned scheme can only play a vertical damping role and cannot play a horizontal damping role, and the overall damping effect needs to be further improved. SUMMARY

[0005] The technical problem to be solved by the present application is to provide a damping structure of a metal roof steel frame construction, which can effectively improve the overall damping performance of the building and better ensure the safety of the overall structure of the building.

[0006] The technical scheme adopted by the present application to solve its technical problems is: the damping structure of the metal roof steel frame building, comprising a steel structure column, a steel structure beam, an arched upper suspension rod and a metal roof panel, the steel structure column is arranged in two rows and symmetrically installed on the ground, the steel structure beam is provided with a plurality of parallel steel structure beams, and the left and right ends of each steel structure beam are installed at the top of the two symmetric steel structure columns; the arched upper suspension rod is provided with a plurality of arched upper suspension rods corresponding to the steel structure beams, the middle part of the arched upper suspension rod is located above the steel structure beam, and the two ends of the arched upper suspension rod in the length direction correspond to the suspension rod through holes provided at the two ends of the steel structure beam, and the two ends of the arched upper suspension rod in the length direction are connected to the inner sides of the two steel structure columns through the straight hole bolt limiting assembly respectively; the left and right ends of the steel structure beam are installed at the top of the steel structure column through the arc hole bolt spring limiting assembly; the metal roof panel is installed on the arched upper suspension rod and the steel structure beam through the elastic universal assembly; the arc hole bolt spring limiting assembly comprises a column arc hole, a beam column limiting bolt and a beam column limiting spring, the column arc hole is arranged at the top of the steel structure column, the axis of the beam column limiting bolt and the central axis of the column arc hole are horizontally arranged along the front and back directions, the middle part of each column arc hole is lower than the left and right end parts, the beam column limiting bolt passes through the column arc hole and the bolt hole on the steel structure beam to connect the steel structure column and the steel structure beam together, the beam column limiting bolt can reciprocate along the column arc hole, the upper end of the beam column limiting spring is connected to the beam column limiting bolt, and the lower end is connected to the steel structure column; when the beam column limiting bolt is located at the lowest point of the column arc hole, the steel structure beam is placed horizontally at the top of the steel structure column; the straight hole bolt limiting assembly comprises a column vertical hole, a rod column limiting bolt, a rod column bolt limiting spring one and a rod column bolt limiting spring two, the column vertical hole is a strip hole extending in the vertical direction, the column vertical hole is arranged on the steel structure column, the axis of the rod column limiting bolt is horizontally arranged along the front and back directions, the rod column limiting bolt passes through the column vertical hole and the bolt hole on the arched upper suspension rod to connect the steel structure column and the arched upper suspension rod together, the rod column limiting bolt can reciprocate along the column vertical hole, the lower end of the rod column bolt limiting spring one is connected to the steel structure column, and the upper end is connected to the rod column limiting bolt; the upper end of the rod column bolt limiting spring two is connected to the steel structure column, and the lower end is connected to the end of the arched upper suspension rod.

[0007] In some preferred embodiments, the present application further comprises a metal side wall panel, in order to improve the damping performance of the metal side wall panel installation structure, the preferred installation scheme is as follows: the metal side wall panel is arranged outside the two rows of steel structure columns, and the metal side wall panel and the steel structure column are both provided with elastic shock absorbing members, and the metal side wall panel, the elastic shock absorbing member and the steel structure column are fixed by a plurality of wall panel fixing bolts in sequence along the left and right directions and through the fixing nuts.

[0008] For further improving the overall structural reliability of the building, a further preferred solution is that the lower end of the beam-column limiting spring is connected to the inner end of one of the wall plate fixing bolts, and the lower end of the first rod-column bolt limiting spring or the upper end of the second rod-column bolt limiting spring is connected to the inner end of one of the wall plate fixing bolts.

[0009] For convenient processing and assembly, and effectively ensuring the overall structural reliability of the building, a further preferred solution is that the steel structure column and the steel structure beam are both made of I-shaped steel, and both are composed of two mutually parallel longitudinal steel plates and a transverse steel plate connected between the two longitudinal steel plates; the longitudinal steel plates and the transverse steel plate of the steel structure column are perpendicular to the ground, the transverse steel plate of the steel structure beam is placed at the top end of the steel structure column, and the two longitudinal steel plates of the steel structure beam are respectively placed outside the two longitudinal steel plates of the steel structure column.

[0010] For convenient processing and assembly, and effectively ensuring the overall structural reliability of the building, a further preferred solution is that the column arc hole is arranged on the two longitudinal steel plates at the top end of the steel structure column and penetrates the transverse steel plate of the steel structure column, and the transverse steel plate of the steel structure column is further provided with a clearance hole matched with the beam-column limiting spring; two fixed nuts are arranged on the wall plate fixing bolt below the column arc hole and inside the steel structure column, and a sleeve ring one is sleeved on the wall plate fixing bolt between the two fixed nuts; the lower end of the beam-column limiting spring is connected to the sleeve ring one.

[0011] For convenient processing and assembly, and effectively ensuring the overall structural reliability of the building, a further preferred solution is that the straight hole bolt limiting assembly further includes a suspension rod support seat; the suspension rod support seat is arranged inside the transverse steel plate of the steel structure column and between the two longitudinal steel plates, and is fixed in the steel structure column by a rod-column fixing bolt; the column vertical hole is symmetrically arranged on the two longitudinal steel plates of the steel structure column above the suspension rod support seat, and the arched upper suspension rod end is clamped on the suspension rod support seat; the first rod-column bolt limiting spring of each straight hole bolt limiting assembly is provided with at least two and is arranged outside the two longitudinal steel plates of the steel structure column, and the lower end of the first rod-column bolt limiting spring is connected to the end of the rod-column fixing bolt; two fixed nuts are arranged on the wall plate fixing bolt above the column vertical hole and inside the steel structure column, a sleeve ring two is sleeved on the wall plate fixing bolt between the two fixed nuts, a fixed cylinder is installed at the lower part of the sleeve ring two, and the upper end of the second rod-column bolt limiting spring is fixed at the bottom of the fixed cylinder.

[0012] For the convenience of processing and assembly, and effectively guarantee the overall structural reliability of the building, a further preferred solution is that the upper end face of the suspension rod support seat is provided with an inverted four-prism structure blind hole, the lower surface of the end of the arched upper suspension rod is provided with an inverted four-prism structure limiting piece, and the four-prism structure limiting piece is clamped in the four-prism structure blind hole; the side end face of the end of the arched upper suspension rod facing the transverse steel plate of the steel structure column and the front and rear two side end faces are each provided with a universal ball one, and respectively in rolling contact with the inner wall of the transverse steel plate and the inner wall of the two longitudinal steel plates of the steel structure column.

[0013] To further improve the overall structural reliability and shock absorption performance of the building, a further preferred solution is that the suspension rod through hole is arranged on the transverse steel plate of the steel structure beam, two suspension rod limiting pieces are installed corresponding to each suspension rod through hole, and one of the suspension rod limiting pieces is located in the upper side region of the arched upper suspension rod, and the other suspension rod limiting piece is located in the lower side region of the arched upper suspension rod, each suspension rod limiting piece includes a U-shaped limiting base, a universal ball two, a base rotating shaft, and a base limiting ear plate; the opening end of the U-shaped limiting base faces the arched upper suspension rod, the universal ball two is installed on the end face on both sides of the opening end of the U-shaped limiting base, and the universal ball two can be in rolling contact with the arched upper suspension rod; the end of the U-shaped limiting base away from the opening is rotationally connected to the two longitudinal steel plates of the steel structure beam through the base rotating shaft, and the axis of the base rotating shaft is arranged horizontally along the front and rear directions; the base limiting ear plate is fixedly arranged on the outer end face of the end of the U-shaped limiting base away from the opening, each U-shaped limiting base is provided with two base limiting ear plates, and one of the base limiting ear plates is located on the upper side of the transverse steel plate of the steel structure beam, and the other base limiting ear plate is located on the lower side of the transverse steel plate of the steel structure beam, so as to limit the rotating stroke of the U-shaped limiting base.

[0014] To further improve the overall structural reliability and shock absorption performance of the building, a further preferred solution is that the upper end of the metal roof panel is located above the middle region of the arched upper suspension rod, the lower end of the metal roof panel is respectively arranged at the left end and the right end of the steel structure beam, the elastic universal assembly includes a first elastic universal assembly and a second elastic universal assembly, the lower end of the metal roof panel is installed on the steel structure beam through the first elastic universal assembly, and the upper end and the middle part of the metal roof panel are respectively installed on the arched upper suspension rod and the steel structure beam through the second elastic universal assembly.

[0015] The first elastic universal assembly comprises disc springs, longitudinal steel structure lower beams and universal rotating rings, the disc springs and the universal rotating rings are provided in plurality and are arranged at the end of the steel structure beam; the disc springs are fixedly installed on the horizontal steel plate of the steel structure beam and the top end thereof is higher than the longitudinal steel plates on both sides thereof, the longitudinal steel structure lower beams are arranged along the front and back directions, the longitudinal steel structure lower beams are fixedly installed on the upper end of the disc springs, the lower end of the universal rotating ring is fixedly installed on the longitudinal steel structure lower beam and the upper end thereof is fixedly installed on the metal roof panel, the longitudinal steel structure lower beam or the metal roof panel has a receiving groove matched with the universal rotating ring so that the lower end of the metal roof panel is in close contact with the upper end surface of the longitudinal steel structure lower beam.

[0016] The second elastic universal assembly comprises longitudinal steel structure middle beams, roof limiting bolts, roof limiting nuts, universal rotating rings, ring limiting springs, disc springs, longitudinal steel structure lower beams and universal rotating rings, the longitudinal steel structure middle beams are arranged between the upper side of the arched upper suspension rod and the metal roof panel, the longitudinal steel structure middle beams are arranged along the front and back directions, the metal roof panel is fixedly installed on the longitudinal steel structure middle beams, at least part of the longitudinal steel structure middle beams and the arched upper suspension rod are in contact; the upper end of the roof limiting bolt is fixedly installed in the longitudinal steel structure middle beam and the lower end thereof passes through the avoiding hole on the arched upper suspension rod, the roof limiting nut is sleeved and fixed on the roof limiting bolt below the arched upper suspension rod, the connecting position of the roof limiting nut allows the arched upper suspension rod to have displacement space on the roof limiting bolt; the upper end of the universal rotating ring is fixedly installed on the lower end of the roof limiting bolt and the lower end thereof is fixedly connected to the upper end of the ring limiting spring; the disc springs and the universal rotating rings are provided in plurality and are arranged at the middle of the steel structure beam; the disc springs are fixedly installed on the horizontal steel plate of the steel structure beam and the top end thereof is higher than the longitudinal steel plates on both sides thereof, the longitudinal steel structure lower beams are arranged along the front and back directions, the longitudinal steel structure lower beams are fixedly installed on the upper end of the disc springs, the lower end of the universal rotating ring is fixedly installed on the longitudinal steel structure lower beam and the upper end thereof is fixedly connected to the lower end of the ring limiting spring.

[0017] For the convenience of assembly, and further enhance the overall structural reliability of the building, further preferred scheme is: the universal rotating ring one, the universal rotating ring two and the universal rotating ring three all include a cylindrical ring base, a base cover plate, a ring bolt, a base ring and a connecting ring, the axial one end of the cylindrical ring base is a closed end, the other end is an open end, the base ring is fixedly installed on the outside of the closed end of the cylindrical ring base, the base cover plate is fixed on the open end of the cylindrical ring base through screws, the end of the ring bolt inside the cylindrical ring base is fixedly provided with a bolt end part, the bolt end part is rotatably connected with the base cover plate through a plurality of balls, and the rotation axis is coaxial with the ring bolt, and the balls are installed in the annular grooves provided on the bolt end part and the base cover plate.

[0018] The universal rotating ring one and the universal rotating ring three also include a rotating part, and the rotating part is fixedly sleeved on the ring bolt outside the base cover plate; the outer end of the ring bolt in the universal rotating ring one is connected and fixed with the threaded hole on the longitudinal steel structure lower beam one through the external thread structure, and the connecting ring in the universal rotating ring one is connected with the lower end of the metal roof panel; the outer end of the ring bolt in the universal rotating ring three is connected and fixed with the threaded hole on the longitudinal steel structure lower beam two through the external thread structure, and the connecting ring in the universal rotating ring three is connected with the lower end of the ring limiting spring.

[0019] The universal rotating ring two also includes a sleeve, the axial one end of the sleeve is a closed end, the other end is an open end, the closed end of the sleeve is fixedly connected with the end of the ring bolt outside the base cover plate, and the inner thread is arranged on the inner wall of the open end of the sleeve and is connected with the outer thread arranged on the lower end of the roof limiting bolt; the connecting ring in the universal rotating ring two is connected with the upper end of the ring limiting spring.

[0020] In order to further improve the overall structural reliability of the building, the further preferred scheme is that the end of the metal roof panel is fixedly provided with a downward extending vertical limiting plate, and the inner side surface of the vertical limiting plate is respectively and gapedly connected with the left and right end surfaces of the steel structure beam.

[0021] The beneficial effects of the present application are:

[0022] (1) The arc hole bolt spring limiting assembly is used for installing the steel structure beam on the top of the two symmetrical steel structure columns, the arc hole bolt spring limiting assembly is used for limiting and fixing the steel structure beam and the steel structure column, in the extreme case such as earthquake, the displacement of the steel structure beam in a direction is used for energy dissipation, and the automatic correction of the position deviation is realized, the steel structure beam reciprocally moves along the arc track of the column arc hole, can buffer the horizontal vibration, and can buffer the vertical vibration.

[0023] (2) The straight hole bolt limiting assembly is used for limiting and fixing the arch-shaped upper suspension rod and the steel structure column, in the extreme case such as earthquake, the up and down displacement of the arch-shaped upper suspension rod is used for energy dissipation, and automatic correction of the position deviation is realized.

[0024] (3) The lower end of the metal roof panel is installed on the steel structure beam through the first elastic universal assembly, the upper end and the middle part of the metal roof panel are installed on the arch-shaped upper suspension rod and the steel structure beam through the second elastic universal assembly respectively, the influence of the displacement of the single steel structure beam and the arch-shaped upper suspension rod on the overall stability of the metal roof panel is reduced, and the stability of the metal roof panel is improved.

[0025] (4) The overall structure is compact, the multiple elastic damping structures are arranged, the kinetic energy of the steel structure beam, the arch-shaped upper suspension rod and the metal roof panel is dissipated in the extreme case such as earthquake, the overall cooperation is improved, the anti-seismic effect is better, the stability is good, and the connecting strength is high. BRIEF DESCRIPTION OF DRAWINGS

[0026] Figure 1 It is a front view of the application;

[0027] Figure 2 It is a sectional structure schematic view of the steel structure column and the steel structure beam of the application;

[0028] Figure 3 It is Figure 1 the local enlarged view of A in the middle;

[0029] Figure 4 It is Figure 1 the internal structure connection schematic view of A in the middle;

[0030] Figure 5 It is Figure 1 the local enlarged view of B in the middle;

[0031] Figure 6 It is Figure 1 the internal structure connection schematic view of B in the middle;

[0032] Figure 7 It is a structure schematic view of the suspension rod limiting piece of the application;

[0033] Figure 8 It is Figure 1 the local enlarged view of C in the middle;

[0034] Figure 9 It is Figure 1 the internal structure connection schematic view of C in the middle;

[0035] Figure 10Structure diagram of the first elastic universal assembly of the application;

[0036] Figure 11 Structure diagram of the first universal rotating hanger ring of the application;

[0037] Figure 12 Structure diagram of the first universal rotating hanger ring of the application; Figure 1 Structure diagram of the first universal rotating hanger ring of the application;

[0038] Figure 13 Structure diagram of the first universal rotating hanger ring of the application; Figure 1 Structure diagram of the first universal rotating hanger ring of the application;

[0039] Figure 14 Structure diagram of the second universal rotating hanger ring of the application;

[0040] Figure 15 Structure diagram of the connection between the lower end of the metal roof panel and the steel structure beam in one embodiment of the application;

[0041] Figure 16 Structure diagram of the connection between the lower end of the metal roof panel and the steel structure beam in another embodiment of the application.

[0042] In the figure, the components are marked as follows: steel structure column 1, column vertical hole 11, suspension rod support seat 12, rod column fixing bolt 121, four-prism structure blind hole 122, column circular arc hole 13, beam column limiting bolt 14, beam column limiting spring 15, sleeve ring one 16, steel structure beam 2, longitudinal steel plate 21, transverse steel plate 22, suspension rod through hole 23, arched upper suspension rod 3, rod column limiting bolt 31, universal ball one 32, four-prism structure limiting part 33, rod column bolt limiting spring one 34, metal roof panel 4, U-shaped bolt 41, vertical limiting plate 42, longitudinal steel structure upper beam 43, metal side wall plate 5, elastic shock absorbing part 51, wall plate fixing bolt 52, sleeve ring two 53, fixing cylinder 54, rod column bolt limiting spring two 55, suspension rod limiting part 6, U-shaped limiting base 61, universal ball two 62, shaft rod through hole 63, base rotating shaft rod 64, base limiting lug plate 65, first elastic universal assembly 7, disc-shaped spring one 71, longitudinal steel structure lower beam one 72, universal rotating hanger ring one 73, cylindrical hanger ring base 731, base cover plate 732, hanger ring bolt 733, base hanger ring 734, connecting hanger ring 735, bolt end part 736, ball 737, screwing part 738, second elastic universal assembly 8, longitudinal steel structure middle beam 81, roof limiting bolt 82, roof limiting nut 83, universal rotating hanger ring two 84, sleeve 841, hanger ring limiting spring 85, disc-shaped spring two 86, longitudinal steel structure lower beam two 87, universal rotating hanger ring three 88. DETAILED DESCRIPTION

[0043] The application will be further described below in combination with the drawings and embodiments.

[0044] As Figures 1 to 16 shown, the present application comprises steel structure column 1, steel structure beam 2, arch-shaped upper suspension rod 3 and metal roof panel 4, the steel structure column 1 is arranged in two rows and symmetrically installed on the ground, the steel structure beam 2 is provided with a plurality of parallel to each other, the left and right ends of each steel structure beam 2 are installed at the top of the two symmetric steel structure columns 1; that is, the axis of the steel structure beam 2 is arranged along the left and right directions, a plurality of steel structure beams 2 are arranged along the front and back directions, and each row of steel structure columns 1 is also arranged along the front and back directions.

[0045] The arch-shaped upper suspension rod 3 is provided with a plurality of and corresponds to the steel structure beam 2 one by one, the middle part of the arch-shaped upper suspension rod 3 is located above the steel structure beam 2, the two ends of the arch-shaped upper suspension rod 3 in the length direction correspond to pass through the suspension rod through hole 23 arranged at the two ends of the steel structure beam 2 respectively, the two ends of the arch-shaped upper suspension rod 3 in the length direction are connected with the inner sides of the two steel structure columns 1 through straight hole bolt limiting assembly respectively; the left and right ends of the steel structure beam 2 are installed at the top of the steel structure column 1 through the arc hole bolt spring limiting assembly respectively. The "inner side of the steel structure column 1" refers to the side of the two symmetric steel structure columns 1 facing each other.

[0046] The arc hole bolt spring limiting assembly comprises a column circular arc hole 13, a beam column limiting bolt 14 and a beam column limiting spring 15. The column circular arc hole 13 is arranged at the top end of the steel structure column 1. The axis of the beam column limiting bolt 14 and the central axis of the column circular arc hole 13 are both arranged horizontally in the front-rear direction. The central axis of the column circular arc hole 13 refers to the central axis of the cylindrical surface corresponding to the upper arc wall (or lower arc wall) of the column circular arc hole 13. The middle part of each column circular arc hole 13 is lower than the left and right end parts. The beam column limiting bolt 14 passes through the column circular arc hole 13 and the bolt hole on the steel structure beam 2 to connect the steel structure column 1 and the steel structure beam 2 together. The beam column limiting bolt 14 can adopt a conventional fixed bolt head matched with a nut to play an axial limiting role, or can be provided with a nut at each end of the beam column limiting bolt 14 to play an axial limiting role. The beam column limiting bolt 14 can reciprocate along the column circular arc hole 13. The upper end of the beam column limiting spring 15 is connected to the beam column limiting bolt 14, and the lower end is connected to the steel structure column 1. The two ends of the beam column limiting spring 15 can be directly connected or indirectly connected to the above-mentioned connecting points. For example, in some preferred embodiments described below, the lower end of the beam column limiting spring 15 is connected to the wallboard fixing bolt 52 through a sleeve ring 16. When the beam column limiting bolt 14 is located at the lowest point of the column circular arc hole 13, the steel structure beam 2 is placed horizontally on the top end of the steel structure column 1. That is, under the conventional condition, the steel structure beam 2 is provided with vertical support force by the top end of the steel structure column 1. When the steel structure beam 2 is subjected to external force, it will produce a certain displacement trend in the left-right direction, so that the beam column limiting bolt 14 moves left and right in the column circular arc hole 13, and converts the external force into gravitational potential energy. Then, under the joint action of its own gravity and the elastic tension of the beam column limiting spring 15, the steel structure beam 2 will gradually recover to the original position. The steel structure beam 2 is installed at the top end of the two symmetrical steel structure columns 1 through the arc hole bolt spring limiting assembly, and the arc hole bolt spring limiting assembly is used to limit and fix the steel structure beam 2 and the steel structure column 1. In extreme cases such as earthquakes, the steel structure beam 2 is used to dissipate energy through displacement in a certain direction, and the automatic correction of the position deviation is realized. The steel structure beam 2 reciprocates along the arc track of the column circular arc hole 13 with the beam column limiting bolt 14, which can buffer the horizontal vibration and the vertical vibration at the same time.

[0047] The straight-hole bolt limiting assembly comprises a column vertical hole 11, a column limiting bolt 31, a column bolt limiting spring one 34, and a column bolt limiting spring two 55. The column vertical hole 11 is a strip-shaped hole extending in the vertical direction (for the up-and-down movement of the column limiting bolt 31), and is arranged on the steel structure column 1. The axis of the column limiting bolt 31 is horizontally arranged in the front-and-back direction. The column limiting bolt 31 passes through the column vertical hole 11 and the bolt hole on the arched upper suspension rod 3 to connect the steel structure column 1 and the arched upper suspension rod 3 together. The column limiting bolt 31 can reciprocate along the column vertical hole 11. The lower end of the column bolt limiting spring one 34 is connected to the steel structure column 1, and the upper end is connected to the column limiting bolt 31. The upper end of the column bolt limiting spring two 55 is connected to the steel structure column 1, and the lower end is connected to the end of the arched upper suspension rod 3. The two ends of the column bolt limiting spring one 34 can be directly or indirectly connected to the above-mentioned connecting points. For example, in some preferred embodiments described below, the upper end of the column bolt limiting spring two 55 is connected to the wall plate fixing bolt 52 through the sleeve ring two 53 and the fixed cylinder 54. The lower end of the column bolt limiting spring one 34 is connected to the end of the column fixing bolt 121. The end of the arched upper suspension rod 3 can move up and down with the column limiting bolt 31. When subjected to external forces such as earthquakes, the arched upper suspension rod 3 converts its kinetic energy into its gravitational potential energy by rising at the end position, and returns to its original position under the joint action of its own gravity, the column bolt limiting spring one 34, and the limiting spring two 55, thereby improving the damping effect.

[0048] The metal roof panel 4 is installed on the arched upper suspension rod 3 and the steel structure beam 2 through the elastic universal assembly. The elastic universal assembly can have various implementation forms, and at least comprises an elastic connecting piece and a universal adjusting piece. The elastic connecting piece is used to buffer and dampen, and the universal adjusting piece is used to enable the metal roof panel 4 to relatively displace with respect to the arched upper suspension rod 3 and the steel structure beam 2.

[0049] In some preferred schemes, the application further comprises a metal side wall panel 5. In order to improve the damping performance of the metal side wall panel installation structure, the preferred installation scheme is as follows: the metal side wall panel 5 is arranged outside the two rows of steel structure columns 1, and the elastic damping piece 51 is arranged between the metal side wall panel 5 and the steel structure column 1. The metal side wall panel 5, the elastic damping piece 51, and the steel structure column 1 are sequentially penetrated by the wall plate fixing bolt 52 in the left-and-right direction and are fixed by the fixed nut. The "outside of the two rows of steel structure columns 1" refers to the side farthest from each other of the two rows of steel structure columns 1. In extreme cases such as earthquakes, when the metal side wall panel 5 is subjected to external pressure, the elastic damping piece 51 can be deformed and compressed, and can dampen the metal side wall panel 5.

[0050] To further improve the overall structural reliability of the building, in the further preferred embodiments of the above preferred scheme, the lower end of the beam-column limiting spring 15 is connected to the inner end of one of the wall plate fixing bolts 52. The "inner end of the wall plate fixing bolt 52" refers to the end of the wall plate fixing bolt 52 located inside the steel structure column 1. When the metal side wall plate 5 is subjected to external pressure, such as strong wind, the elastic shock absorbing member 51 can be compressed, the wall plate fixing bolt 52 is elongated and the beam-column limiting spring 15 is stretched, thereby making it more difficult for the beam-column limiting bolt 14 to displace, improving the stability of the steel structure beam 2. Similarly, the lower end of the rod-column bolt limiting spring one 34 or the upper end of the rod-column bolt limiting spring two 55 is connected to the inner end of one of the wall plate fixing bolts 52. In the preferred embodiments shown in the drawings, the upper end of the rod-column bolt limiting spring two 55 is connected to the inner end of one of the wall plate fixing bolts 52. The beam-column limiting spring 15 and the rod-column bolt limiting spring two 55 are usually connected to different wall plate fixing bolts 52.

[0051] For convenient processing and assembly, and to effectively ensure the overall structural reliability of the building, in some preferred embodiments, the steel structure column 1 and the steel structure beam 2 are both made of I-beams, and both consist of two mutually parallel longitudinal steel plates 21 and a transverse steel plate 22 connected between the two longitudinal steel plates 21; the longitudinal steel plates 21 and the transverse steel plate 22 of the steel structure column 1 are both perpendicular to the ground, the transverse steel plate 22 of the steel structure beam 2 is placed at the top end of the steel structure column 1, and the two longitudinal steel plates 21 of the steel structure beam 2 are respectively placed outside the two longitudinal steel plates 21 of the steel structure column 1. In some alternative embodiments, the steel structure column 1 and the steel structure beam 2 can also use rectangular structural members, then a beam lower connecting plate is fixedly arranged on the front and rear sides of the lower end face of the steel structure beam 2, and the steel structure column 1 can be butt-jointed with the front and rear end faces of the steel structure column 1 through the beam lower connecting plate.

[0052] For convenient processing and assembly, and to effectively ensure the overall structural reliability of the building, in some preferred embodiments, the column arc hole 13 is arranged on the two longitudinal steel plates 21 at the top end of the steel structure column 1 and penetrates the transverse steel plate 22 of the steel structure column 1, and the transverse steel plate 22 of the steel structure column 1 is also provided with an avoiding hole matched with the beam-column limiting spring 15, which is used for the beam-column limiting spring 15 to move freely; the wall plate fixing bolt 52 located below the column arc hole 13 and inside the steel structure column 1 is provided with two fixed nuts, and the wall plate fixing bolt 52 between the two fixed nuts is sleeved with a sleeve ring one 16; the lower end of the beam-column limiting spring 15 is connected to the sleeve ring one 16.

[0053] For the convenience of processing and assembly, and effectively guarantee the overall structure reliability of the building, in some preferred embodiments, the straight hole bolt limiting assembly further comprises a suspension rod support seat 12; the suspension rod support seat 12 is arranged between the two longitudinal steel plates 21 and the inner side of the transverse steel plate 22 of the steel structure column 1, and is fixed in the steel structure column 1 by a column fixing bolt 121; the column vertical hole 11 is symmetrically arranged on the two longitudinal steel plates 21 of the steel structure column 1 above the suspension rod support seat 12, and the end of the arched upper suspension rod 3 is clamped on the suspension rod support seat 12; each column bolt limiting spring one 34 is provided with at least two, and is arranged on the outer side of the two longitudinal steel plates 21 of the steel structure column 1 respectively, and the lower end of the column bolt limiting spring one 34 is connected to the end of the column fixing bolt 121; two fixed nuts are arranged on the wall plate fixing bolt 52 above the column vertical hole 11 and the inner side of the steel structure column 1, a sleeve ring two 53 is arranged on the wall plate fixing bolt 52 between the two fixed nuts, a fixed cylinder 54 is installed on the lower part of the sleeve ring two 53, and the upper end of a column bolt limiting spring two 55 is fixed to the bottom of the fixed cylinder 54. It can be understood that the clamping connection structure of the end of the arched upper suspension rod 3 and the suspension rod support seat 12 should not interfere with the end of the arched upper suspension rod 3 moving up and down along with the column limiting bolt 31, but in other directions, the clamping connection structure of the end of the arched upper suspension rod 3 and the suspension rod support seat 12 can play a certain limiting role, thereby improving the overall structure reliability. In the preferred embodiments of the present application, each straight hole bolt limiting assembly is provided with four column bolt limiting springs one 34, and the outer sides of the two longitudinal steel plates 21 of the steel structure column 1 are respectively provided with two column bolt limiting springs one 34.

[0054] For the convenience of processing and assembly, and effectively guarantee the overall structure reliability of the building, in some preferred embodiments, the suspension rod support seat 12 is provided with an inverted four-prism structure blind hole 122 on the upper end surface, the lower surface of the end of the arched upper suspension rod 3 is provided with an inverted four-prism structure limiting piece 33, the four-prism structure limiting piece 33 is clamped in the four-prism structure blind hole 122; the side end surface of the end of the arched upper suspension rod 3 facing the transverse steel plate 22 of the steel structure column 1 and the front and rear two side end surfaces are all provided with universal ball bearings one 32, and are respectively in rolling contact with the inner wall of the transverse steel plate 22 and the inner wall of the two longitudinal steel plates 21 of the steel structure column 1. Through the rolling contact of the universal ball bearings one 32 and the steel structure column 1, the convenience of the displacement of the end of the arched upper suspension rod 3 can be improved.

[0055] In order to further improve the overall structural reliability and shock absorption performance of the building, in some preferred embodiments, the suspension rod through hole 23 is arranged on the transverse steel plate 22 of the steel structure beam 2, two suspension rod limiting members 6 are arranged in each suspension rod through hole 23, and one of the suspension rod limiting members 6 is arranged at the upper side of the arched upper suspension rod 3, and the other suspension rod limiting member 6 is arranged at the lower side of the arched upper suspension rod 3. Each suspension rod limiting member 6 comprises a U-shaped limiting base 61, a universal ball 62, a base rotating shaft 64 and a base limiting lug 65. The opening end of the U-shaped limiting base 61 faces the arched upper suspension rod 3, the universal ball 62 is arranged on the end face of the opening end of the U-shaped limiting base 61, and the universal ball 62 can roll with the arched upper suspension rod 3. The end of the U-shaped limiting base 61 away from the opening is rotationally connected to the two longitudinal steel plates 21 of the steel structure beam 2 through the base rotating shaft 64, and the axis of the base rotating shaft 64 is arranged horizontally along the front and back directions. The base limiting lug 65 is fixedly arranged on the outer end face of the end of the U-shaped limiting base 61 away from the opening. Each U-shaped limiting base 61 is provided with two base limiting lugs 65, and one of the base limiting lugs 65 is arranged on the upper side of the transverse steel plate 22 of the steel structure beam 2, and the other base limiting lug 65 is arranged on the lower side of the transverse steel plate 22 of the steel structure beam 2, so as to limit the rotation stroke of the U-shaped limiting base 61. The base rotating shaft 64 can be fixedly arranged on the U-shaped limiting base 61 or the two longitudinal steel plates 21 of the steel structure beam 2, as long as the U-shaped limiting base 61 can rotate relative to the steel structure beam 2 around the axis of the base rotating shaft 64. In order to facilitate assembly, the base rotating shaft 64 can be arranged in the form of a bolted connection structure. The U-shaped limiting base 61 is provided with a shaft through hole 63, the base rotating shaft 64 is arranged in the shaft through hole 63 of the U-shaped limiting base 61, and the two ends of the base rotating shaft 64 penetrate the two longitudinal steel plates 21 of the steel structure beam 2 and are fixed by nuts. The two base limiting lugs 65 are limited by the transverse steel plate 22 at the edge of the suspension rod through hole 23, so that the rotation of the suspension rod limiting member 6 is limited to a certain extent, and the possibility of rolling contact between the arched upper suspension rod 3 and the universal ball 62 is improved. When subjected to external forces such as earthquakes, the steel structure beam 2 moves left and right, so that the suspension rod limiting member 6 rolls with the arched upper suspension rod 3, and the arched upper suspension rod 3 is raised or lowered, thereby dissipating energy and improving the shock absorption effect.

[0056] To further improve the overall structural reliability and shock absorption performance of the building, in some preferred embodiments, the upper end of the metal roof panel 4 is located above the middle region of the arched upper suspension rod 3, the lower end of the metal roof panel 4 is respectively arranged at the left end and the right end of the steel structure beam 2, the elastic universal assembly includes a first elastic universal assembly 7 and a second elastic universal assembly 8, the lower end of the metal roof panel 4 is installed on the steel structure beam 2 through the first elastic universal assembly 7, and the upper end and the middle part of the metal roof panel 4 are respectively installed on the arched upper suspension rod 3 and the steel structure beam 2 through the second elastic universal assembly 8. To facilitate assembly, the metal roof panel 4 is usually provided as two groups of left-right symmetrical distribution, and the upper ends of the two groups of metal roof panels 4 are connected through a roof connecting assembly. The middle part of the metal roof panel 4 refers to the intermediate region between the upper end and the lower end of the metal roof panel 4. In some alternative embodiments, the upper end and the middle part of the metal roof panel 4 can also be respectively installed on the arched upper suspension rod 3 through the first elastic universal assembly 7.

[0057] The first elastic universal assembly 7 comprises a plurality of disc springs 71, longitudinal steel structure lower beams 72 and universal rotating hangers 73, which are arranged at the ends of the steel structure cross beams 2. The disc springs 71 are fixedly installed on the transverse steel plates 22 of the steel structure cross beams 2 and the top ends thereof are higher than the longitudinal steel plates 21 on both sides thereof. The longitudinal steel structure lower beams 72 are arranged in the front-rear direction and are fixedly installed on the upper ends of the disc springs 71. The lower ends of the universal rotating hangers 73 are fixedly installed on the longitudinal steel structure lower beams 72 and the upper ends thereof are fixedly installed on the metal roof panels 4. The longitudinal steel structure lower beams 72 or the metal roof panels 4 have accommodating grooves matched with the universal rotating hangers 73, so that the lower ends of the metal roof panels 4 are attached to the upper end faces of the longitudinal steel structure lower beams 72. In order to facilitate assembly and effectively ensure the structural reliability, the lower ends of the metal roof panels 4 can be additionally provided with U-shaped bolts 41 for connecting the universal rotating hangers 73. The U-shaped bolts 41 are existing complete components, which generally comprise a U-shaped connecting piece and nuts at both ends of the U-shaped connecting piece. In some alternative embodiments, the universal rotating hangers 73 can also be connected through a lock catch structure and a fixed connecting ring at the lower ends of the metal roof panels 4. The lower ends of the metal roof panels 4 can be directly attached to the upper end faces of the longitudinal steel structure lower beams 72, or longitudinal steel structure upper beams 43 can be additionally arranged at the lower ends of the metal roof panels 4, and the longitudinal steel structure upper beams 43 are attached to the upper end faces of the longitudinal steel structure lower beams 72. Correspondingly, the accommodating grooves matched with the universal rotating hangers 73 can also be arranged on the lower surfaces of the longitudinal steel structure upper beams 43. The accommodating grooves can be continuous longitudinal groove structures or spaced blind hole structures. The accommodating grooves are used to hide the universal rotating hangers 73 and the connecting members at both ends thereof, so as not to affect the support of the longitudinal steel structure lower beams 72 on the metal roof panels 4 or the longitudinal steel structure upper beams 43. When the lower ends of the metal roof panels 4 and the ends of the steel structure cross beams 2 are shaken and deviated due to external forces, the universal rotating hangers 73 can generate a restraining force within a certain range and play a limiting role.

[0058] The second elastic universal assembly 8 comprises a longitudinal steel structure middle beam 81, a roof limiting bolt 82, a roof limiting nut 83, a universal rotating ring two 84, a ring limiting spring 85, a disc spring two 86, a longitudinal steel structure lower beam two 87 and a universal rotating ring three 88. The longitudinal steel structure middle beam 81 is arranged between the upper side of the arched upper suspension rod 3 and the metal roof panel 4, and extends along the front-rear direction. The metal roof panel 4 is fixedly installed on the longitudinal steel structure middle beam 81, and at least part of the longitudinal steel structure middle beam 81 is in contact with the arched upper suspension rod 3. The upper end of the roof limiting bolt 82 is fixedly installed in the longitudinal steel structure middle beam 81, and the lower end penetrates through the avoiding hole of the arched upper suspension rod 3. The roof limiting nut 83 is sleeved and fixed on the roof limiting bolt 82 below the arched upper suspension rod 3. The connecting position of the roof limiting nut 83 allows the arched upper suspension rod 3 to have a displacement space on the roof limiting bolt 82. The upper end of the universal rotating ring two 84 is fixedly installed at the lower end of the roof limiting bolt 82, and the lower end is fixedly connected to the upper end of the ring limiting spring 85. The disc spring two 86 and the universal rotating ring three 88 are arranged in the middle part of the steel structure beam 2. The disc spring two 86 is fixedly installed on the transverse steel plate 22 of the steel structure beam 2, and the top end is higher than the two longitudinal steel plates 21. The longitudinal steel structure lower beam two 87 extends along the front-rear direction, and is fixedly installed on the upper end of the disc spring two 86. The lower end of the universal rotating ring three 88 is fixedly installed on the longitudinal steel structure lower beam two 87, and the upper end is fixedly connected to the lower end of the ring limiting spring 85.

[0059] In general, the upper end and the middle part of the metal roof panel 4 and the longitudinal steel structure middle beam 81 are placed on the arched upper suspension rod 3 under the action of its own gravity, and the arched upper suspension rod 3 provides support for the metal roof panel 4 and the longitudinal steel structure middle beam 81. However, due to the installation precision, deformation or vibration of the arched upper suspension rod 3, not all arched upper suspension rods 3 provide support for the metal roof panel 4 and the longitudinal steel structure middle beam 81. At the same time, the upper end of the roof limiting bolt 82 is fixedly installed in the longitudinal steel structure middle beam 81, and the lower end penetrates through the arched upper suspension rod 3. The roof limiting nut 83 does not lock the longitudinal steel structure middle beam 81 and the arched upper suspension rod 3, so that the arched upper suspension rod 3 has a certain displacement space on the roof limiting bolt 82. When individual or partial arched upper suspension rods 3 vibrate and displace, the overall stability of the metal roof panel 4 and the longitudinal steel structure middle beam 81 is not affected.

[0060] For the convenience of assembly, and further enhance the overall structural reliability of the building, in some preferred embodiments, the universal rotating ring one 73, the universal rotating ring two 84 and the universal rotating ring three 88 all include a cylindrical ring base 731, a base cover plate 732, a ring bolt 733, a base ring 734 and a connecting ring 735, the axial one end of the cylindrical ring base 731 is a closed end, the other end is an open end, the base ring 734 is fixedly installed outside the closed end of the cylindrical ring base 731, the base cover plate 732 is fixed on the open end of the cylindrical ring base 731 through screws, the ring bolt 733 penetrates the bolt hole provided on the base cover plate 732 and the end part 736 of the ring bolt 733 inside the cylindrical ring base 731 is fixedly provided with a bolt end part 736, the bolt end part 736 is rotatably connected with the base cover plate 732 through a plurality of balls 737, and the rotation axis is coaxial with the ring bolt 733. The balls 737 are installed in the annular grooves provided on the bolt end part 736 and the base cover plate 732. That is, the main body structure of the universal rotating ring one 73, the universal rotating ring two 84 and the universal rotating ring three 88 is the same, which all include the above-mentioned cylindrical ring base 731, base cover plate 732, ring bolt 733, base ring 734, connecting ring 735, bolt end part 736 and ball 737. The bolt end part 736 can usually adopt a disc structure, or a spherical arc end face can be added to the upper surface of the disc structure, and the ring bolt 733 and the bolt end part 736 can be designed as an integral structure.

[0061] The difference lies in that the universal rotating ring one 73 and the universal rotating ring three 88 both further include a tightening member 738, which is fixedly sleeved on the ring bolt 733 outside the base cover plate 732; the outer end of the ring bolt 733 in the universal rotating ring one 73 is connected and fixed with the threaded hole on the longitudinal steel structure lower beam one 72 through the external thread structure, and the end of the connecting ring 735 in the universal rotating ring one 73 away from the cylindrical ring base 731 is connected with the lower end of the metal roof panel 4; the outer end of the ring bolt 733 in the universal rotating ring three 88 is connected and fixed with the threaded hole on the longitudinal steel structure lower beam two 87 through the external thread structure, and the end of the connecting ring 735 in the universal rotating ring three 88 away from the cylindrical ring base 731 is connected with the lower end of the ring limiting spring 85. By rotating the tightening member 738 with a wrench, the rotation of the ring bolt 733 can be realized, which facilitates the butt joint of the ring bolt 733 and the longitudinal steel structure lower beam one 72 and the longitudinal steel structure lower beam two 87, thereby facilitating the overall installation of the universal rotating ring one 73 and the universal rotating ring three 88.

[0062] The universal rotating hanging ring two 84 further comprises a sleeve 841, one axial end of the sleeve 841 is a closed end, the other end is an open end, the closed end of the sleeve 841 is fixed outside the hanging ring bolt 733 at the end of the base cover plate 732, and an inner thread is arranged on the inner wall of the open end of the sleeve 841 and is connected with an outer thread arranged at the lower end of the roof limiting bolt 82; the connecting hanging ring 735 in the universal rotating hanging ring two 84 is connected with the upper end of the hanging ring limiting spring 85 away from the one end of the cylindrical hanging ring base 731.

[0063] In order to further improve the overall structural reliability of the building, in some preferred embodiments, the end of the metal roof panel 4 is fixedly provided with a downward extending vertical limiting plate 42, and the inner side surface of the vertical limiting plate 42 is respectively in gap cooperation with the left and right end surfaces of the steel structure beam 2. The vertical limiting plate 42 can limit the displacement of the metal roof panel 4 relative to the steel structure beam 2 in the left and right directions.

[0064] The first elastic universal assembly 7 and the U-shaped bolt 41 are used for fixedly installing the lower end of the metal roof panel 4 at the end of the steel structure beam 2, and the second elastic universal assembly 8 is used for connecting the upper end and the middle part of the metal roof panel 4 with the arched upper suspension rod 3 and the steel structure beam 2, so that the influence of the displacement of the single steel structure beam 2 and the arched upper suspension rod 3 on the overall stability of the metal roof panel 4 is reduced, and the stability of the metal roof panel 4 is improved.

[0065] The present application has the advantages of compact structure, convenient energy consumption of the steel structure beam 2, the arched upper suspension rod 3 and the metal roof panel 4 in extreme conditions such as earthquakes, good overall cooperation, good anti-seismic effect, good stability and high connection strength.

[0066] In the preferred embodiments of the present application, the construction can generally be carried out by the following steps:

[0067] Step S1, installation of the steel structure column 1:

[0068] According to the drawings, all the steel structure columns 1 are vertically fixed and installed on the concrete ground at the planned positions, and the steel structure columns 1 are symmetrically arranged in two rows;

[0069] Step S2, installation of the steel structure beam 2:

[0070] The steel structure beam 2 is placed on the two symmetric steel structure columns 1 and is installed and adjusted by the arc hole bolt spring limiting assembly until all the steel structure beams 2 are installed one by one;

[0071] Step S3, installation of the arched upper suspension rod 3:

[0072] The two ends of the arched upper suspender 3 are respectively penetrated into the suspender penetration holes 23 pre-set in the two ends of the steel structure beam 2, and then the two ends are respectively connected with the two steel structure columns 1 through the straight hole bolt limiting assembly, until all the arched upper suspenders 3 are installed.

[0073] Step S4, installation of the metal side wall plate 5:

[0074] The metal side wall plate 5 is tightly attached to the outer side of the two rows of steel structure columns 1, and the elastic shock members 51 are respectively arranged between the metal side wall plate 5 and the steel structure columns 1, then the metal side wall plate 5, the elastic shock members 51 and the steel structure columns 1 are sequentially penetrated through the wall plate fixing bolts 52, and are fixed through the nuts; finally, the beam column limiting spring 15 of the arc hole bolt spring limiting assembly of the steel structure beam 2 is connected to the wall plate fixing bolt 52 below, and the column bolt limiting spring two 55 in the straight hole bolt limiting assembly of the arched upper suspender 3 is connected to the wall plate fixing bolt 52 above.

[0075] Step S5, installation of the metal roof plate 4:

[0076] The metal roof plate 4 is laid on the several arched upper suspenders 3 and the steel structure beams 2, then the lower end of the metal roof plate 4 is installed at the end of the steel structure beam 2 through the first elastic universal assembly 7 and the U-shaped bolt 41, and finally the upper end and the middle part of the metal roof plate 4 are connected with the arched upper suspender 3 and the steel structure beam 2 through the second elastic universal assembly 8.

[0077] It is apparent to those skilled in the art that the present application is not limited to the details of the foregoing exemplary embodiments, and that the present application can be implemented in other particular forms without departing from the spirit or essential characteristics of the present application. Therefore, the embodiments should be considered in all respects as illustrative and not restrictive, and the scope of the present application should be defined by the appended claims rather than the above description, and it is intended to include all changes falling within the meaning and range of equivalents of the claims.

Claims

1. A damping structure of a steel frame building of a metal roof, comprising steel structure columns (1), steel structure beams (2) and a metal roof panel (4), the steel structure columns (1) are arranged in two rows and symmetrically installed on the ground, the steel structure beams (2) are arranged with a plurality of parallel ones, and the left and right ends of each steel structure beam (2) are installed at the top of the two symmetric steel structure columns (1); characterized in that, The arch-shaped upper suspender (3) is provided with a plurality of arch-shaped upper suspenders (3) corresponding to the steel structure cross beams (2), the middle part of the arch-shaped upper suspender (3) is located above the steel structure cross beam (2), the two ends of the length direction of the arch-shaped upper suspender (3) are respectively arranged to pass through the suspender through holes (23) arranged at the two ends of the steel structure cross beam (2), and the two ends of the length direction of the arch-shaped upper suspender (3) are respectively connected to the inner sides of the two steel structure columns (1) through the straight hole bolt limiting assembly; the left and right ends of the steel structure cross beam (2) are respectively installed at the top end of the steel structure column (1) through the arc hole bolt spring limiting assembly; the metal roof panel (4) is installed on the arch-shaped upper suspender (3) and the steel structure cross beam (2) through the elastic universal assembly; The arc hole bolt spring limiting assembly comprises a column arc hole (13), a beam column limiting bolt (14) and a beam column limiting spring (15), the column arc hole (13) is arranged at the top end of the steel structure column (1), the axis of the beam column limiting bolt (14) and the central axis of the column arc hole (13) are both arranged horizontally along the front and back directions, the middle part of each column arc hole (13) is lower than the left and right end parts, the beam column limiting bolt (14) passes through the column arc hole (13) and the bolt hole on the steel structure cross beam (2) to connect the steel structure column (1) and the steel structure cross beam (2) together, the beam column limiting bolt (14) can reciprocate along the column arc hole (13), the upper end of the beam column limiting spring (15) is connected to the beam column limiting bolt (14), the lower end is connected to the steel structure column (1), and when the beam column limiting bolt (14) is located at the lowest point of the column arc hole (13), the steel structure cross beam (2) is horizontally placed at the top end of the steel structure column (1); The straight hole bolt limiting assembly comprises a column vertical hole (11), a rod column limiting bolt (31), a rod column bolt limiting spring one (34) and a rod column bolt limiting spring two (55), the column vertical hole (11) is a strip-shaped hole extending vertically, the column vertical hole (11) is arranged on the steel structure column (1), the axis of the rod column limiting bolt (31) is arranged horizontally along the front and back directions, the rod column limiting bolt (31) passes through the column vertical hole (11) and the bolt hole on the arch-shaped upper suspender (3) to connect the steel structure column (1) and the arch-shaped upper suspender (3) together, the rod column limiting bolt (31) can reciprocate along the column vertical hole (11), the lower end of the rod column bolt limiting spring one (34) is connected to the steel structure column (1), and the upper end is connected to the rod column limiting bolt (31), the upper end of the rod column bolt limiting spring two (55) is connected to the steel structure column (1), and the lower end is connected to the end of the arch-shaped upper suspender (3).

2. The seismic resistant structure of a metal roof steel framed building according to claim 1, wherein The metal side wall plate (5) is arranged outside the two rows of steel structure columns (1), and an elastic damping member (51) is arranged between the metal side wall plate (5) and the steel structure column (1); the metal side wall plate (5), the elastic damping member (51) and the steel structure column (1) are sequentially penetrated in the left-right direction by a plurality of wall plate fixing bolts (52) and are fixed by fixing nuts; the lower end of the beam-column limiting spring (15) is connected to the inner end of one of the wall plate fixing bolts (52), and the lower end of the column bolt limiting spring one (34) or the upper end of the column bolt limiting spring two (55) is connected to the inner end of one of the wall plate fixing bolts (52).

3. The seismic resistant structure of a metal roof steel framed building according to claim 2, wherein The steel structure column (1) and the steel structure beam (2) are both made of I-shaped steel and are both composed of two mutually parallel longitudinal steel plates (21) and a transverse steel plate (22) connected between the two longitudinal steel plates (21); the longitudinal steel plate (21) and the transverse steel plate (22) of the steel structure column (1) are perpendicular to the ground, and the transverse steel plate (22) of the steel structure beam (2) is arranged at the top end of the steel structure column (1), and the two longitudinal steel plates (21) of the steel structure beam (2) are arranged outside the two longitudinal steel plates (21) of the steel structure column (1).

4. The seismic resistant structure of a metal roof steel framed building according to claim 3, wherein The column arc hole (13) is arranged on the two longitudinal steel plates (21) at the top end of the steel structure column (1) and penetrates the transverse steel plate (22) of the steel structure column (1), and the transverse steel plate (22) of the steel structure column (1) is further provided with an avoiding hole matched with the beam-column limiting spring (15); two fixing nuts are arranged on the wall plate fixing bolt (52) below the column arc hole (13) and inside the steel structure column (1), and a sleeve ring one (16) is sleeved on the wall plate fixing bolt (52) between the two fixing nuts; the lower end of the beam-column limiting spring (15) is connected to the sleeve ring one (16).

5. The seismic resistant structure of a metal roof steel framed building according to claim 3, wherein The straight hole bolt limiting assembly further comprises a suspension rod support seat (12); the suspension rod support seat (12) is arranged inside the transverse steel plate (22) of the steel structure column (1) and between the two longitudinal steel plates (21), and is fixed in the steel structure column (1) by a column fixing bolt (121); the column vertical hole (11) is symmetrically arranged on the two longitudinal steel plates (21) of the steel structure column (1) above the suspension rod support seat (12), and the end of the arched upper suspension rod (3) is clamped on the suspension rod support seat (12); each straight hole bolt limiting assembly is provided with at least two column bolt limiting springs one (34) arranged outside the two longitudinal steel plates (21) of the steel structure column (1), and the lower end of the column bolt limiting spring one (34) is connected to the end of the column fixing bolt (121); two fixing nuts are arranged on the wall plate fixing bolt (52) above the column vertical hole (11) and inside the steel structure column (1), a sleeve ring two (53) is sleeved on the wall plate fixing bolt (52) between the two fixing nuts, a fixing cylinder (54) is mounted on the lower part of the sleeve ring two (53), and the upper end of the column bolt limiting spring two (55) is fixed to the bottom of the fixing cylinder (54).

6. The seismic resistant structure of a metal roof steel framed building according to claim 5, wherein The upper end face of the suspension rod supporting seat (12) is provided with an inverted four-prism structure blind hole (122), the lower surface of the end of the arched upper suspension rod (3) is provided with an inverted four-prism structure limiting piece (33), the four-prism structure limiting piece (33) is clamped in the four-prism structure blind hole (122); the one side end face and the front and rear two side end faces of the end of the arched upper suspension rod (3) facing one side of the transverse steel plate (22) of the steel structure column (1) are each provided with a universal ball one (32) and are respectively in rolling contact with the inner wall of the transverse steel plate (22) and the inner wall of the two longitudinal steel plates (21) of the steel structure column (1).

7. The seismic resistant structure of a metal roof steel framed building according to claim 3, wherein The suspension rod through hole (23) is arranged on the transverse steel plate (22) of the steel structure beam (2), two suspension rod limiting pieces (6) are arranged on each suspension rod through hole (23), one of the suspension rod limiting pieces (6) is arranged on the upper side region of the arched upper suspension rod (3), and the other suspension rod limiting piece (6) is arranged on the lower side region of the arched upper suspension rod (3), each suspension rod limiting piece (6) comprises a U-shaped limiting base (61), a universal ball two (62), a base rotating shaft (64) and a base limiting lug plate (65); the opening end of the U-shaped limiting base (61) faces the arched upper suspension rod (3), the universal ball two (62) is arranged on the end face on the two sides of the opening end of the U-shaped limiting base (61), and the universal ball two (62) can be in rolling contact with the arched upper suspension rod (3); the end, away from the opening of the U-shaped limiting base (61), is rotationally connected to the two longitudinal steel plates (21) of the steel structure beam (2) through the base rotating shaft (64), and the axis of the base rotating shaft (64) is arranged horizontally along the front-rear direction; the base limiting lug plate (65) is fixedly arranged on the outer end face of the end, away from the opening, of the U-shaped limiting base (61), each U-shaped limiting base (61) is provided with two base limiting lug plates (65), one of the base limiting lug plates (65) is arranged on the upper side of the transverse steel plate (22) of the steel structure beam (2), and the other base limiting lug plate (65) is arranged on the lower side of the transverse steel plate (22) of the steel structure beam (2), so as to limit the rotating stroke of the U-shaped limiting base (61).

8. The seismic resistant structure of a metal roof steel framed building according to claim 3, wherein The upper end of the metal roof panel (4) is located above the middle region of the arched upper suspension rod (3), the lower end of the metal roof panel (4) is arranged on the left end and the right end of the steel structure beam (2) respectively, the elastic universal assembly comprises a first elastic universal assembly (7) and a second elastic universal assembly (8), the lower end of the metal roof panel (4) is installed on the steel structure beam (2) through the first elastic universal assembly (7), and the upper end and the middle part of the metal roof panel (4) are installed on the arched upper suspension rod (3) and the steel structure beam (2) through the second elastic universal assembly (8) respectively; The first elastic universal assembly (7) comprises disc springs (71), longitudinal steel structure lower beams (72) and universal rotating rings (73). The disc springs (71) and the universal rotating rings (73) are provided in a plurality of sets and are arranged at the ends of the steel structure cross beams (2). The disc springs (71) are fixedly installed on the horizontal steel plates (22) of the steel structure cross beams (2) and the top ends thereof are higher than the longitudinal steel plates (21) on both sides thereof. The longitudinal steel structure lower beams (72) are arranged in the front-rear direction. The longitudinal steel structure lower beams (72) are fixedly installed on the upper ends of the disc springs (71). The lower ends of the universal rotating rings (73) are fixedly installed on the longitudinal steel structure lower beams (72) and the upper ends thereof are fixedly installed on the metal roof panels (4). The longitudinal steel structure lower beams (72) or the metal roof panels (4) have accommodating grooves matched with the universal rotating rings (73) so that the lower ends of the metal roof panels (4) are attached to the upper end faces of the longitudinal steel structure lower beams (72). The second elastic universal assembly (8) comprises longitudinal steel structure middle beams (81), roof limiting bolts (82), roof limiting nuts (83), universal rotating rings (84), ring limiting springs (85), disc springs (86), longitudinal steel structure lower beams (87) and universal rotating rings (88). The longitudinal steel structure middle beams (81) are arranged between the upper suspension arch bars (3) and the metal roof panels (4). The longitudinal steel structure middle beams (81) are arranged in the front-rear direction. The metal roof panels (4) are fixedly installed on the longitudinal steel structure middle beams (81). At least part of the longitudinal steel structure middle beams (81) are in contact with the upper suspension arch bars (3). The upper ends of the roof limiting bolts (82) are fixedly installed in the longitudinal steel structure middle beams (81) and the lower ends thereof pass through the avoiding holes in the upper suspension arch bars (3). The roof limiting nuts (83) are fixedly sleeved on the roof limiting bolts (82) below the upper suspension arch bars (3). The connection positions of the roof limiting nuts (83) allow the upper suspension arch bars (3) to have displacement spaces on the roof limiting bolts (82). The upper ends of the universal rotating rings (84) are fixedly installed on the lower ends of the roof limiting bolts (82) and the lower ends thereof are fixedly connected to the upper ends of the ring limiting springs (85). The disc springs (86) and the universal rotating rings (88) are provided in a plurality of sets and are arranged in the middle portions of the steel structure cross beams (2). The disc springs (86) are fixedly installed on the horizontal steel plates (22) of the steel structure cross beams (2) and the top ends thereof are higher than the longitudinal steel plates (21) on both sides thereof. The longitudinal steel structure lower beams (87) are arranged in the front-rear direction. The longitudinal steel structure lower beams (87) are fixedly installed on the upper ends of the disc springs (86). The lower ends of the universal rotating rings (88) are fixedly installed on the longitudinal steel structure lower beams (87) and the upper ends thereof are fixedly connected to the lower ends of the ring limiting springs (85).

9. The seismic resistant structure of a metal roof steel framed building according to claim 8, wherein The universal rotation hanging ring one (73), the universal rotation hanging ring two (84) and the universal rotation hanging ring three (88) all comprise a cylindrical hanging ring base (731), a base cover plate (732), a hanging ring bolt (733), a base hanging ring (734) and a connecting hanging ring (735), one axial end of the cylindrical hanging ring base (731) is a closed end, the other end is an open end, the base hanging ring (734) is fixedly installed outside the closed end of the cylindrical hanging ring base (731), the base cover plate (732) is fixed on the open end of the cylindrical hanging ring base (731) through screws, one end of the hanging ring bolt (733) inside the cylindrical hanging ring base (731) is fixedly provided with a bolt end part (736), the bolt end part (736) is rotationally matched with the base cover plate (732) through a plurality of balls (737), the rotation axis is coaxial with the hanging ring bolt (733), and the balls (737) are installed in annular grooves provided on the bolt end part (736) and the base cover plate (732); The universal rotation hanging ring one (73) and the universal rotation hanging ring three (88) both further comprise a screwing part (738) which is fixedly sleeved on the hanging ring bolt (733) outside the base cover plate (732); the outer end of the hanging ring bolt (733) in the universal rotation hanging ring one (73) is fixedly connected with a threaded hole on the longitudinal steel structure lower beam one (72) through an external thread structure, one end of the connecting hanging ring (735) in the universal rotation hanging ring one (73) away from the cylindrical hanging ring base (731) is connected with the lower end of the metal roof panel (4); the outer end of the hanging ring bolt (733) in the universal rotation hanging ring three (88) is fixedly connected with a threaded hole on the longitudinal steel structure lower beam two (87) through an external thread structure, one end of the connecting hanging ring (735) in the universal rotation hanging ring three (88) away from the cylindrical hanging ring base (731) is connected with the lower end of the hanging ring limiting spring (85); The universal rotation hanging ring two (84) further comprises a sleeve (841), one axial end of the sleeve (841) is a closed end, the other end is an open end, the closed end of the sleeve (841) is fixed outside the end of the hanging ring bolt (733) outside the base cover plate (732), and an inner thread is arranged on the inner wall of the open end of the sleeve (841) and is connected with an outer thread arranged on the lower end of the roof limiting bolt (82); one end of the connecting hanging ring (735) in the universal rotation hanging ring two (84) away from the cylindrical hanging ring base (731) is connected with the upper end of the hanging ring limiting spring (85).

10. The seismic resistant structure of a metal roof steel framed building according to any one of claims 1 to 9, characterized in that, The end of the metal roof panel (4) is fixedly provided with a downward extending vertical limiting plate (42), and the inner side surfaces of the vertical limiting plate (42) are respectively in gap cooperation with the left and right end surfaces of the steel structure beam (2).

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