CN112282097B - Assembled building anti-seismic structure with good stability - Google Patents
Assembled building anti-seismic structure with good stability Download PDFInfo
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- CN112282097B CN112282097B CN202011360797.8A CN202011360797A CN112282097B CN 112282097 B CN112282097 B CN 112282097B CN 202011360797 A CN202011360797 A CN 202011360797A CN 112282097 B CN112282097 B CN 112282097B
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- 238000009434 installation Methods 0.000 claims abstract description 38
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 28
- 230000000712 assembly Effects 0.000 claims abstract description 8
- 238000000429 assembly Methods 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 239000004567 concrete Substances 0.000 claims description 7
- 238000010276 construction Methods 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 6
- 230000000149 penetrating effect Effects 0.000 claims description 6
- 230000008093 supporting effect Effects 0.000 claims description 5
- 229910001018 Cast iron Inorganic materials 0.000 claims description 3
- 229910045601 alloy Inorganic materials 0.000 claims description 3
- 239000000956 alloy Substances 0.000 claims description 3
- 239000010426 asphalt Substances 0.000 claims description 3
- 230000035939 shock Effects 0.000 abstract description 7
- 238000010521 absorption reaction Methods 0.000 description 4
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002633 protecting effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/025—Structures with concrete columns
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses an assembled building earthquake-resistant structure with good stability, which comprises a first wall body and a second wall body, wherein the second wall body is fixedly connected to the left end of the first wall body, a plurality of reinforced concrete constructional columns are embedded in the first wall body and the second wall body, a cavity is formed in the first wall body, an installation box is fixedly installed in the cavity, four support columns are fixedly installed at the bottom end of the inner cavity of the installation box, rubber pads are fixedly installed at the top ends of the four support columns, the top ends of the four rubber pads are fixedly connected to the top end of the inner cavity of the installation box, two locking assemblies are fixedly installed on the outer portions of the four support columns, and opposite sides of the four locking assemblies on the same side are fixedly connected with two inclined rods respectively. This assembled building antidetonation structure that stability is good possesses antidetonation and good and the assembled building junction stability of shock resistance can be good advantage.
Description
Technical Field
The invention relates to the technical field of fabricated buildings, in particular to an assembled building earthquake-resistant structure with good stability.
Background
The fabricated building is a building which is formed by transferring a large amount of field operation work in the traditional construction mode to a factory, processing and manufacturing building components and accessories (such as floor slabs, wall slabs, stairs, balconies and the like) in the factory, transporting the components and accessories to a building construction site, and assembling and installing the components and the accessories on the site in a reliable connection mode.
At present, the assembly type building joints on the market mostly adopt simple steel frames, and then concrete is poured for preparation, because of the relatively poor stability of the joints, wall cracking easily occurs when vibration occurs, so that the separation of the wall joints is caused, house collapse and personal property of residents are easily caused to be damaged, meanwhile, the anti-seismic performance of the existing assembly type wall is relatively poor, when vibration is received, the anti-seismic and anti-seismic cannot be well carried out, so that the whole wall is easily deformed, and the assembly type building anti-seismic structure with good stability is provided to solve the problems.
Disclosure of Invention
The present invention is directed to an anti-seismic structure of an assembly type building with good stability, so as to solve the above problems in the background art.
In order to achieve the purpose, the invention provides the following technical scheme:
an assembled building anti-seismic structure with good stability comprises a first wall body and a second wall body, wherein the second wall body is fixedly connected to the left end of the first wall body, a plurality of reinforced concrete constructional columns are embedded in the first wall body and the second wall body, a cavity is formed in the first wall body, an installation box is fixedly installed in the cavity, four support columns are fixedly installed at the bottom end of an inner cavity of the installation box, rubber pads are fixedly installed at the top ends of the four support columns, the top ends of the four rubber pads are fixedly connected to the top end of the inner cavity of the installation box, two locking assemblies are fixedly installed at the outer portions of the four support columns, opposite sides of the four locking assemblies on the same side are fixedly connected with two inclined rods respectively, and installation platforms located between opposite sides of the support columns on the left side and the right side are fixedly installed at the bottom end and the top end of the inner cavity of the installation box, a fixed box is fixedly mounted at the bottom end of the mounting table, a fixed rod is fixedly mounted at the top end of an inner cavity of the fixed box, a first spring located outside the fixed rod is fixedly mounted at the top end of the inner cavity of the fixed box, a movable sleeve located below the first spring is movably connected to the outside of the fixed rod, a movable rod with one end penetrating through and extending to the lower portion is fixedly mounted at the bottom end of the movable sleeve, a second spring located outside the movable rod is fixedly mounted at the bottom end of the fixed box, the outside of the first wall body and the outside of the second wall body are fixedly connected with the inner side of the reinforced concrete ring beam, a connecting rod is fixedly mounted at the left end of the reinforced concrete constructional column at the right side, a vertical tube is fixedly mounted at the left end of the connecting rod, angle steel with one end penetrating through and extending to the inside of the second wall body is fixedly mounted at the left end of the vertical tube, and the right end of the angle steel is fixedly connected to the right end of the left reinforced concrete constructional column through two anchor rods ) Be located first wall body the left end fixed mounting of roof beam frame hoop has the connecting rod, and the left end fixed mounting of connecting rod has the standpipe, the left end fixed mounting of standpipe has one end to run through and extend to the inside angle steel of second wall body, the angle steel is the right-hand member of the roof beam frame hoop of anchor rod fixed connection in the second wall body through quantity two, the corner of first wall body and second wall body is provided with the connecting piece, the rear surface fixed mounting of connecting piece has one end to run through and extend to the inside first expansion bolts of first wall body, the rear surface fixed mounting of connecting piece has the second expansion bolts who is located first expansion bolts left and one end to run through and extend to the second wall body inside.
As a still further scheme of the invention: the reinforced concrete constructional column comprises beam frame hoops, (a plurality of beam frame hoops are embedded in the first wall body and the second wall body, every two adjacent beam frame hoops are arranged in a mutually perpendicular mode) the beam frame hoops are embedded in the first wall body and the second wall body, the number of the beam frame hoops is horizontally arranged, the beam frame hoops and the reinforced concrete constructional column are arranged in a mutually perpendicular mode, a plurality of beam longitudinal ribs are embedded in the beam frame hoops, and beam concrete located outside the beam longitudinal ribs is poured in the beam frame hoops.
As a still further scheme of the invention: and a flexible material is filled between the cavity and the gap of the installation box, and the flexible material is asphalt.
As a still further scheme of the invention: the installing box comprises an upper installing frame, an upper installing frame is fixedly installed at the top end of an inner cavity of the cavity, a lower installing frame is fixedly installed at the bottom end of the inner cavity of the cavity, the upper installing frame and one side, opposite to the lower installing frame, of the upper installing frame are fixedly connected with an elastic cushion pad, the elastic cushion pad is annular, and the upper installing frame and the lower installing frame are made of alloy or cast iron.
As a still further scheme of the invention: the homonymy is two the down tube is crisscross distribution each other, and left the left end fixed mounting of down tube has one end to run through and extend to the homonymy right-hand the spacer pin of down tube right-hand member.
As a still further scheme of the invention: the spout has all been seted up on the inner chamber left and right sides of fixed case, the equal fixed mounting in both ends of movable sleeve has the slider with spout looks adaptation.
As a still further scheme of the invention: the number of the reinforced concrete ring beams is not less than three, and the distance between every two adjacent reinforced concrete ring beams is equal.
As a still further scheme of the invention: locking Assembly includes first clamp, second clamp and round pin axle, first clamp and second clamp are connected through the round pin axle rotation, the other end of first clamp and second clamp is fastener looks fixed connection two through quantity, first clamp and second clamp swing joint are in the outside of support column.
As a still further scheme of the invention: the front surface fixed mounting of connecting piece has anti-skidding gasket, the front surface of anti-skidding gasket contacts with the rear surface of first wall body and second wall body.
Compared with the prior art, the invention has the beneficial effects that:
1. when the vibration comes, the elastic buffer cushions are mutually extruded through the two sides of the upper mounting frame and the lower mounting frame, so that the vibration amplitude of high frequency is weakened, meanwhile, the fixed box can slide up and down along the vertical direction of the movable rod, the vibration frequency is reduced through the rebound acting force of the second spring, the movable sleeve can also slide up and down along the vertical direction of the fixed rod, finally, the vibration amplitude can be eliminated through the first spring, the situation that the building is subjected to more dangerous vibration by triple shock absorption and cannot cause great loss to the building structure is ensured, the shock resistance of the assembly type building is ensured, the possibility that people living in the assembly type building are injured by aftershock is reduced, meanwhile, the heavy burden of the upper mounting frame and the lower mounting frame can be reduced by matching the use of the support columns and the inclined rods, the two support columns are connected through the inclined rods, and the fracture and displacement of the support columns are avoided, meanwhile, the rubber pads are arranged on the supporting columns, so that the assembly type building has good buffering performance and shock absorption performance, and meanwhile, reinforced concrete constructional columns are arranged inside the first wall body and the second wall body, so that the strength of the assembly type building is enhanced, the damage to the wall body can be effectively reduced, the anti-seismic performance is improved, the ductility is improved, and the assembly type building has the advantages of good anti-seismic and shock absorption performances.
2. The reinforced concrete ring beam is arranged outside the first wall body and the second wall body, the integrity of the prefabricated building can be enhanced, the anti-seismic performance of a house is improved, the connection stability is improved, meanwhile, the first wall body and the second wall body are connected through angle steel, the connection stress of concrete inside the first wall body and the second wall body is enhanced, the connection strength of the first wall body and the second wall body is increased, the stability of the first wall body and the second wall body is ensured, the connecting piece is recycled, the supporting and protecting effects can be achieved for the first wall body and the second wall body, the purpose of stable connection of the first wall body and the second wall body is achieved, and the prefabricated building has the advantage of good stability of the joint.
Drawings
FIG. 1 is a schematic structural view of an assembled building seismic structure with good stability;
FIG. 2 is a schematic view showing the connection between a locking assembly and a diagonal member in an earthquake-resistant structure of a prefabricated building having good stability;
FIG. 3 is an enlarged view of the portion A of FIG. 1 of an assembled seismic structure with good stability;
FIG. 4 is a top view of a first wall and a second wall of an assembled building seismic structure with good stability;
fig. 5 is a schematic structural view of a locking assembly in an assembled building earthquake-resistant construction with good stability.
In the figure: 1. a first wall; 2. a second wall; 3. a reinforced concrete constructional column; 31. a beam frame hoop; 32. a beam longitudinal bar; 33. beam concrete; 4. a cavity; 5. installing a box; 51. mounting a frame; 52. a lower mounting frame; 53. an elastic cushion pad; 6. a support pillar; 7. a locking assembly; 701. a first clamp; 702. a second clamp; 703. a pin shaft; 704. a fastener; 8. a diagonal bar; 9. a mounting table; 10. a fixed box; 11. fixing the rod; 12. a first spring; 13. a movable sleeve; 14. a movable rod; 15. a second spring; 16. a reinforced concrete ring beam; 17. a connecting rod; 18. a vertical tube; 19. angle steel; 20. an anchor rod; 21. a rubber pad; 22. a connecting member; 23. a first expansion bolt; 24. a second expansion bolt.
Detailed Description
Referring to fig. 1 to 5, in the embodiment of the present invention, an assembled building earthquake resistant structure with good stability includes a first wall 1 and a second wall 2, the first wall 1 and the second wall 2 have the same internal structure, the second wall 2 is fixedly connected to the left end of the first wall 1, a plurality of reinforced concrete constructional columns 3 are embedded inside the first wall 1 and the second wall 2, each reinforced concrete constructional column 3 includes a beam frame hoop 31, a plurality of beam frame hoops 31 are embedded inside the first wall 1 and the second wall 2, the beam frame hoops 31 are horizontally arranged, the adjacent beam frame hoops 31 and the reinforced concrete constructional columns 3 are arranged in a mutually perpendicular manner, a plurality of beam longitudinal ribs 32 are embedded inside the beam frame hoop 31, a beam concrete 33 located outside the beam longitudinal ribs 32 is cast inside the beam frame hoop 31, a cavity 4 is formed inside the first wall 1, and a mounting box 5 is fixedly mounted inside the cavity 4, the flexible material is filled between the gap between the cavity 4 and the installation box 5, the flexible material is asphalt, the installation box 5 comprises an upper installation frame 51, the upper installation frame 51 is fixedly installed at the top end of the inner cavity of the cavity 4, the lower installation frame 52 is fixedly installed at the bottom end of the inner cavity of the cavity 4, one opposite side of the upper installation frame 51 and one opposite side of the lower installation frame 52 are fixedly connected with an elastic cushion pad 53, the elastic cushion pad 53 is annular, the upper installation frame 51 and the lower installation frame 52 are made of alloy or cast iron, the bottom end of the inner cavity of the installation box 5 is fixedly installed with four support columns 6, the top ends of the four support columns 6 are fixedly installed with rubber pads 21, the top ends of the four rubber pads 21 are fixedly connected to the top end of the inner cavity of the installation box 5, two locking assemblies 7 are fixedly installed outside the four support columns 6, each locking assembly 7 comprises a first clamp 701, a second clamp 702 and a pin shaft 703, the first clamp 701 and the second clamp 702 are rotatably connected through a pin shaft 703, the other ends of the first clamp 701 and the second clamp 702 are fixedly connected through two fasteners 704, the first clamp 701 and the second clamp 702 are movably connected outside the supporting columns 6, opposite sides of four locking assemblies 7 on the same side are respectively fixedly connected with two inclined rods 8, the two inclined rods 8 on the same side are mutually staggered, a limiting pin with one end penetrating through and extending to the right end of the right inclined rod 8 on the same side is fixedly installed at the left end of the left inclined rod 8, an installation platform 9 positioned between opposite sides of the supporting columns 6 on the left side and the right side is fixedly installed at the bottom end of an inner cavity of the installation box 5, a fixed box 10 is fixedly installed at the bottom end of the upper installation platform 9, sliding grooves are formed in the left side and the right side of the inner cavity of the fixed box 10, and sliding blocks matched with the sliding grooves are fixedly installed at two ends of the movable sleeve 13, a fixed rod 11 is fixedly installed at the top end of an inner cavity of the fixed box 10, a first spring 12 positioned outside the fixed rod 11 is fixedly installed at the top end of the inner cavity of the fixed box 10, the outside of the fixed rod 11 is movably connected with a movable sleeve 13 positioned below the first spring 12, a movable rod 14 with one end penetrating through and extending to the top end of the mounting table 9 below is fixedly installed at the bottom end of the movable sleeve 13, a second spring 15 positioned outside the movable rod 14 is fixedly installed at the bottom end of the fixed box 10, the outside of the first wall body 1 and the outside of the second wall body 2 are fixedly connected with the inner side of a reinforced concrete ring beam 16, the number of the reinforced concrete ring beams 16 is not less than three, the distance between every two adjacent reinforced concrete ring beams 16 is equal, a connecting rod 17 is fixedly installed at the left end of a beam frame hoop 31 positioned in the first wall body 1, a vertical tube 18 is fixedly installed at the left end of the connecting rod 17, an angle steel 19 with one end penetrating through and extending to the inside of the second wall body 2 is fixedly installed at the left end of the vertical tube 18, angle steel 19 is the right-hand member of the roof beam frame hoop 31 in second wall body 2 through the stock 20 fixed connection that quantity is two, the corner of first wall body 1 and second wall body 2 is provided with connecting piece 22, the front surface fixed mounting of connecting piece 22 has anti-skidding gasket, the front surface of anti-skidding gasket contacts with the rear surface of first wall body 1 and second wall body 2, the rear surface fixed mounting of connecting piece 22 has one end to run through and extend to the inside first expansion bolts 23 of first wall body 1, the rear surface fixed mounting of connecting piece 22 has the second expansion bolts 24 that are located first expansion bolts 23 left and one end to run through and extend to the inside of second wall body 2.
The working principle of the invention is as follows: when the vibration comes, the elastic buffer cushions 53 are mutually extruded through the two sides of the upper mounting frame 51 and the lower mounting frame 52, so as to weaken the vibration amplitude of high frequency, meanwhile, the fixed box 10 can slide up and down along the vertical direction of the movable rod 14, the vibration frequency is reduced through the rebound acting force of the second spring 15, the movable sleeve 13 can also slide up and down along the vertical direction of the fixed rod 11, finally, the vibration amplitude can be eliminated by the first spring 12, the vibration with larger damage to the building can be further ensured through triple shock absorption without causing larger loss to the building structure, the shock resistance of the assembly type building is ensured, the possibility of damage to people living in the assembly type building caused by aftershock is reduced, meanwhile, the heavy burden of the upper mounting frame 51 and the lower mounting frame 52 can be reduced by matching with the use of the support columns 6 and the inclined rods 8, and the two support columns 6 are connected through the inclined rods 8, the steel reinforced concrete constructional columns 3 are arranged inside the first wall body 1 and the second wall body 2, the strength of the prefabricated building is enhanced, the damage to the wall body can be effectively reduced, the seismic performance is improved, the ductility is improved, and the steel reinforced concrete constructional columns have the advantages of good seismic and seismic performance, the steel reinforced concrete ring beams 16 are arranged outside the first wall body 1 and the second wall body 2, the integrity of the prefabricated building can be enhanced, the seismic performance of a house is improved, the connection stability is increased, the angle steel 19 is used for connecting the first wall body 1 and the second wall body 2, the connection stress of concrete inside the first wall body 1 and the second wall body 2 is enhanced, the connection strength of the first wall body 1 and the second wall body 2 is increased, and the stability of the first wall body 1 and the second wall body 2 is ensured, the arrangement of the connecting piece 22 is reused, the first wall body 1 and the second wall body 2 can be supported and protected, the purpose of stable connection of the first wall body 1 and the second wall body 2 is achieved, and the assembly type building connecting joint has the advantage of good stability.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention are equivalent to or changed within the technical scope of the present invention.
Claims (8)
1. An assembled building anti-seismic structure with good stability comprises a first wall body (1) and a second wall body (2), wherein the second wall body (2) is fixedly connected to the left end of the first wall body (1), and is characterized in that a plurality of reinforced concrete constructional columns (3) are embedded in the first wall body (1) and the second wall body (2), each reinforced concrete constructional column (3) comprises a beam frame hoop (31), a plurality of horizontally arranged beam frame hoops (31) are embedded in the first wall body (1) and the second wall body (2), and the adjacent beam frame hoops (31) and the reinforced concrete constructional columns (3) are arranged vertically; a plurality of beam longitudinal ribs (32) are embedded in the beam frame hoop (31), and beam concrete (33) positioned outside the beam longitudinal ribs (32) is poured in the beam frame hoop (31); the building wall comprises a first wall body (1), a cavity (4) is formed in the first wall body (1), an installation box (5) is fixedly installed in the cavity (4), four support columns (6) are fixedly installed at the bottom end of the inner cavity of the installation box (5), rubber pads (21) are fixedly installed at the top ends of the four support columns (6), the top ends of the four rubber pads (21) are fixedly connected to the top end of the inner cavity of the installation box (5), two locking assemblies (7) are fixedly installed at the outer portions of the four support columns (6), opposite sides of the four locking assemblies (7) on the same side are fixedly connected with two inclined rods (8) respectively, installation platforms (9) located between the opposite sides of the support columns (6) on the left side and the right side are fixedly installed at the bottom end and the top end of the installation box (5), a fixed box (10) is installed at the bottom end of the installation platform (9), a fixed rod (11) is fixedly installed at the top end of an inner cavity of the fixed box (10), a first spring (12) located outside the fixed rod (11) is fixedly installed at the top end of the inner cavity of the fixed box (10), a movable sleeve (13) located below the first spring (12) is movably connected to the outside of the fixed rod (11), a movable rod (14) with one end penetrating and extending to the bottom end of the mounting table (9) is fixedly installed at the bottom end of the movable sleeve (13), a second spring (15) located outside the movable rod (14) is fixedly installed at the bottom end of the fixed box (10), the outsides of the first wall body (1) and the second wall body (2) are fixedly connected with the inner side of a reinforced concrete ring beam (16), a connecting rod (17) is fixedly installed at the left end of the beam frame hoop (31) located in the first wall body (1), and a vertical tube (18) is fixedly installed at the left end of the connecting rod (17), the left end fixed mounting of standpipe (18) has one end to run through and extend to inside angle steel (19) of second wall body (2), angle steel (19) are the right-hand member of roof beam frame hoop (31) in second wall body (2) through stock (20) fixed connection that quantity is two, the corner of first wall body (1) and second wall body (2) is provided with connecting piece (22), the rear surface fixed mounting of connecting piece (22) has one end to run through and extend to inside first expansion bolts (23) of first wall body (1), the rear surface fixed mounting of connecting piece (22) has second expansion bolts (24) that are located first expansion bolts (23) left and one end to run through and extend to second wall body (2) inside.
2. An assembled building earthquake-resistant construction with good stability according to claim 1, wherein a gap between the cavity (4) and the installation box (5) is filled with a flexible material, and the flexible material is asphalt.
3. The fabricated building earthquake-resistant structure with good stability according to claim 1, wherein the installation box (5) comprises an upper installation frame (51), the top end of the inner cavity of the cavity (4) is fixedly provided with the upper installation frame (51), the bottom end of the inner cavity of the cavity (4) is fixedly provided with a lower installation frame (52), one opposite sides of the upper installation frame (51) and the lower installation frame (52) are fixedly connected with an elastic cushion pad (53), the elastic cushion pad (53) is annular, and the upper installation frame (51) and the lower installation frame (52) are made of alloy or cast iron.
4. A fabricated building earthquake-resistant construction with good stability according to claim 1, wherein two of said diagonal rods (8) are staggered and connected by a spacing pin.
5. The fabricated building earthquake-resistant structure with good stability as claimed in claim 1, wherein sliding grooves are formed in the left side and the right side of the inner cavity of the fixed box (10), and sliding blocks matched with the sliding grooves are fixedly mounted at the two ends of the movable sleeve (13).
6. A fabricated building earthquake-resistant construction with good stability according to claim 1, wherein the number of the reinforced concrete ring beams (16) is not less than three, and the distance between two adjacent reinforced concrete ring beams (16) is equal.
7. An assembled building earthquake-resistant construction with good stability according to claim 1, wherein the locking component (7) comprises a first clamp (701), a second clamp (702) and a pin (703), the first clamp (701) and the second clamp (702) are rotatably connected through the pin (703), the free ends of the first clamp (701) and the second clamp (702) are connected through a fastener (704), and the first clamp (701) and the second clamp (702) are detachably connected to the outside of the supporting column (6).
8. An assembled building earthquake-resistant structure with good stability according to claim 1, wherein the front surface of the connecting piece (22) is fixedly provided with an antiskid gasket, and the front surface of the antiskid gasket is contacted with the rear surfaces of the first wall body (1) and the second wall body (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011360797.8A CN112282097B (en) | 2020-11-27 | 2020-11-27 | Assembled building anti-seismic structure with good stability |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011360797.8A CN112282097B (en) | 2020-11-27 | 2020-11-27 | Assembled building anti-seismic structure with good stability |
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| Publication Number | Publication Date |
|---|---|
| CN112282097A CN112282097A (en) | 2021-01-29 |
| CN112282097B true CN112282097B (en) | 2022-05-10 |
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| CN202011360797.8A Active CN112282097B (en) | 2020-11-27 | 2020-11-27 | Assembled building anti-seismic structure with good stability |
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|---|---|---|---|---|
| CN114922299B (en) * | 2022-06-21 | 2024-04-26 | 张驰坤 | ALC plate steel construction antidetonation connected node |
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