CN113898225B - Three-dimensional anti-seismic steel structure factory building - Google Patents
Three-dimensional anti-seismic steel structure factory building Download PDFInfo
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- CN113898225B CN113898225B CN202111315966.0A CN202111315966A CN113898225B CN 113898225 B CN113898225 B CN 113898225B CN 202111315966 A CN202111315966 A CN 202111315966A CN 113898225 B CN113898225 B CN 113898225B
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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
- E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
- E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
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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
- 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
- E04H9/024—Structures with steel columns and beams
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Abstract
The utility model relates to a three-dimensional antidetonation formula steel construction factory building, relate to the field of building, it includes pre-buried base, set up the bottom frame on pre-buried base, horizontal girder steel, vertical girder steel, be provided with the buffer block between the adjacent pre-buried base, be provided with the supporting shoe on the buffer block, the supporting shoe is contradicted with the bottom surface of bottom frame, be provided with the supporting mechanism who is used for supporting fixed buffer block on pre-buried base and the buffer block, be provided with shock insulation mechanism between pre-buried base and the bottom frame, be provided with buffer mechanism between buffer block and the bottom frame, be provided with strengthening mechanism between horizontal girder steel and the vertical girder steel. The application has the advantages of improving the anti-seismic performance of factory building buildings, improving the protection to the environment and saving materials and energy.
Description
Technical Field
The application relates to the field of buildings, in particular to a three-dimensional anti-seismic steel structure workshop.
Background
Steel structures are structures composed of steel materials and are one of the main building structure types. The structure mainly comprises steel beams, steel columns, steel trusses and other members made of section steel, steel plates and the like, and rust removing and preventing processes such as silanization, pure manganese phosphating, washing drying, galvanization and the like are adopted. The components or parts are typically joined by welds, bolts or rivets.
Conventional plants are generally of two types, one of reinforced concrete construction type and the other of conventional steel construction type. A reinforced concrete structure type plant generally includes a foundation, a reinforced concrete wall provided on the foundation, and a roof provided on the concrete wall of the reinforcing rods; referring to fig. 1, the conventional steel structure type factory building generally includes pre-buried base 1, connects bottom frame 2 on the base, connects a plurality of vertical girder steels 4 on bottom frame 2, connects a plurality of horizontal girder steels 3 on vertical girder steel 4, and horizontal girder steel 3 and vertical girder steel 4 construct the framework, are provided with the sloping in the framework to the lid is equipped with the apron.
Although the factory building that the steel construction was built compares in reinforced concrete structure's factory building and has improved its self structural strength and anti-seismic performance to a certain extent, but its anti-seismic performance of the factory building of simple horizontal girder steel 3 and vertical girder steel 4 structure is on the low side, and the possibility of toppling over, collapsing still exists in the factory building of this kind of structure, and toppling over, collapsing of factory building can produce huge dust, cause environmental pollution and destruction, can increase the consumption of extra material and the energy that leads to of rebuilding, maintenance simultaneously.
Disclosure of Invention
In order to improve factory building's anti-seismic performance, improve the protection to the environment, save material and energy, this application provides a three-dimensional antidetonation formula steel construction factory building.
The application provides a pair of three-dimensional antidetonation formula steel construction factory building adopts following technical scheme:
the utility model provides a three-dimensional antidetonation formula steel construction factory building, includes pre-buried base, set up in bottom frame, horizontal girder steel, the vertical girder steel on the pre-buried base are adjacent be provided with the buffer block between the pre-buried base, be provided with the supporting shoe on the buffer block, the supporting shoe is contradicted with the bottom surface of bottom frame, be provided with on pre-buried base and the buffer block and be used for supporting fixedly the supporting mechanism of buffer block, pre-buried base with be provided with shock insulation mechanism between the bottom frame, the buffer block with be provided with buffer gear between the bottom frame, horizontal girder steel with be provided with strengthening mechanism between the vertical girder steel.
By adopting the technical scheme, the shock insulation mechanism can weaken the shock sense transmitted from the ground to the bottom frame when an earthquake occurs, the buffer block can play a role of reinforcing the pre-buried base, simultaneously can support the bottom frame and can play a role of buffering the bottom frame, the buffer mechanism can generate a pulling force on the bottom frame in the shaking process of the bottom frame to promote the shaking of the bottom frame to be kept in a certain range, the possibility of integral collapse of the whole factory building caused by overlarge shaking and floating of the bottom frame is reduced, the reinforcing mechanism can increase the connection stability between the transverse steel beam and the vertical steel beam and reduce the fracture condition of the transverse steel beam and the vertical steel beam, therefore, the shock resistance of the factory building can be improved through the arrangement of the buffer block, the shock insulation mechanism, the buffer mechanism and the reinforcing mechanism, and the additional consumption of materials and energy sources caused by the collapse of the factory building can be reduced, is favorable for improving the environmental protection and saving materials and energy.
Optionally, the supporting mechanism includes an insertion block arranged on the buffer block and a supporting component arranged between two adjacent embedded bases, an insertion groove used for the insertion block to be inserted in a sliding mode is formed in the side wall of each embedded base, the supporting component is located below the buffer block, the buffer groove is formed in the side wall of each embedded base along the vertical direction, one end of the supporting component is abutted to the side wall of the bottom of the buffer groove, and the other end of the supporting component is abutted to the bottom surface of the buffer block.
Through adopting above-mentioned technical scheme, the effect of fixed buffer block can be played in the setting of supporting component and grafting piece, and when the buffer block received the oppression of bottom support, the effect of supporting, buffering was played to the buffer block to the supporting component simultaneously, improved support, the buffering effect of buffer block to the bottom support.
Optionally, the supporting component includes two backup pads, is used for connecting two the spliced pole of backup pad, the spliced pole sets up along the face direction level that is on a parallel with the backup pad, two conflict grooves have been seted up along its length direction on the shaft of spliced pole, two conflict groove with the axis of spliced pole sets up in the both sides of spliced pole, two as the symmetry axis symmetry the backup pad with the axis of spliced pole set up in the both sides of spliced pole, conflict groove notch width is greater than the thickness of supporting plate, the one end of backup pad with the bottom lateral wall of inserting groove is contradicted, the other end contradicts in the inner groove wall in conflict groove, the backup pad is kept away from the place height of spliced pole one end is less than it is close to the place height of spliced pole one end.
Through adopting above-mentioned technical scheme, backup pad and spliced pole can play the supporting role to the buffer block, and when whole factory building production rocked, inclination's change took place for two backup pad atress simultaneously, can produce the buffering to two adjacent pre-buried bases and buffer block at this in-process, are favorable to improving the anti-seismic performance of pre-buried base, buffer block bottom frame.
Optionally, both ends of the supporting plate are fixedly connected with cushion blocks.
Through adopting above-mentioned technical scheme, setting up of cushion block can reduce backup pad and buffer block, and the rigid collision between backup pad and the pre-buried base can improve the buffer effect of supporting component to buffer block and pre-buried base.
Optionally, the insertion block is wrapped with a buffer leather sleeve, and the buffer leather sleeve is abutted against the groove wall of the insertion groove.
Through adopting above-mentioned technical scheme, the buffering leather sheath can reduce the rigidity collision between insertion piece and the inserting groove, plays the cushioning effect to the buffer block, improves the buffer effect of buffer block to the bottom support, and on the adjacent pre-buried base of the buffering leather sheath conflict at insertion piece both ends simultaneously, can strengthen the interact power between the adjacent pre-buried base, improve pre-buried base set up stability to improve the anti-seismic performance of whole factory building.
Optionally, the shock insulation mechanism comprises a connecting top plate, a connecting bottom plate and a shock insulation assembly arranged between the connecting top plate and the connecting bottom plate, the connecting bottom plate is fixedly connected with the embedded base, and the connecting top plate is fixedly connected with the bottom framework.
By adopting the technical scheme, the arrangement of the shock insulation assembly can weaken the shock sense transmitted from the ground to the bottom frame when an earthquake occurs, and the shock resistance of the whole factory building is improved.
Optionally, the shock insulation assembly comprises a rubber shock insulation pad and a plurality of shock absorption springs, the top of the rubber shock insulation pad is fixedly connected with the connecting top plate, the bottom of the rubber shock insulation pad is fixedly connected with the connecting bottom plate, the shock absorption springs are arranged in the vertical direction and are arranged on the side edge of the rubber shock insulation pad at equal intervals, one end of each shock absorption spring is fixedly connected with the connecting top plate, and the other end of each shock absorption spring is fixedly connected with the connecting bottom plate.
Through adopting above-mentioned technical scheme, rubber shock insulation pad and damping spring's setting can become flexible basis with building original solid nature basis to slow down rocking of whole factory building support body among the earthquake process, improve the antidetonation effect of whole factory building support body.
Optionally, the buffer mechanism comprises a first buffer ball, a second buffer ball, a first buffer spring, a second buffer spring and a third buffer spring, the bottom frame is provided with a mounting groove for placing the first buffer ball on the side wall of the buffer block, the first buffer spring is arranged along the horizontal direction, one end of the first buffer spring is fixedly connected to the side wall of the mounting groove, the other end of the first buffer spring is fixedly connected to the first buffer ball, the side wall of the buffer block on the side wall of the bottom frame is provided with a mounting ring groove for placing the second buffer ball, the mounting ring groove is provided with a plurality of connecting plates, the connecting plates are equidistantly arranged in the mounting ring groove, a placing groove is formed between two adjacent connecting plates, one buffer ball in each placing groove is provided, one end of the second buffer spring is fixedly connected to the connecting plate, the other end of the buffer spring is fixedly connected to the first buffer ball, and the other end of the buffer spring is fixedly connected to the second buffer ball.
Through adopting the above technical scheme, when the bottom frame rocks, the bottom frame can drive buffering ball one and remove, after the position of buffering ball one changes, buffer spring one and buffer spring three can resume the effort to the primary importance to buffering ball one, thereby weaken whole bottom frame's range of rocking, and simultaneously, because two atress of buffering ball can take place the small scale removal in the standing groove, compare in directly fixing the one end of buffer spring two, can provide the buffering effect in the certain limit for buffering ball one and buffering ball two like this, be favorable to improving the buffering effect of whole buffer gear when rocking to the factory building.
Optionally, the strengthening mechanism include fixed connection in horizontal girder steel with aluminium sheet on the vertical girder steel, aluminium sheet's face is along being on a parallel with horizontal girder steel with the plane direction setting that vertical girder steel formed.
Through adopting above-mentioned technical scheme, horizontal girder steel and vertical girder steel are rocking the in-process, and the aluminum sheet can drag horizontal girder steel and vertical girder steel through the tension of self, is favorable to improving the stability of being connected between horizontal girder steel and the vertical girder steel, reduces horizontal girder steel and vertical girder steel because of rocking the cracked condition of in-process.
To sum up, this application includes following beneficial technological effect: the shock resistance of the factory building can be improved through the arrangement of the buffer block, the shock insulation mechanism, the buffer mechanism and the reinforcing mechanism, the environment protection is favorably improved, and the material and energy are favorably saved.
Drawings
Fig. 1 is a schematic structural view of a steel structure plant in the background art.
FIG. 2 is a schematic structural view of a steel structure plant in the practice of the present application.
Fig. 3 is an enlarged view of a in fig. 2.
FIG. 4 is an exploded view of a steel structural plant in the practice of the present application.
Fig. 5 is an enlarged view at B in fig. 4.
Fig. 6 is an enlarged view at C in fig. 4.
Fig. 7 is a schematic view for embodying an internal structure of the mounting groove.
Description of reference numerals: 1. pre-burying a base; 2. a bottom frame; 3. a transverse steel beam; 4. a vertical steel beam; 5. a buffer block; 6. connecting the top plate; 7. connecting the bottom plate; 8. a seismic isolation assembly; 81. a rubber shock-isolation cushion; 82. a damping spring; 9. a supporting block; 10. an insertion block; 11. a support assembly; 111. a support plate; 112. connecting columns; 12. inserting grooves; 13. a buffer leather sheath; 14. a buffer tank; 15. a collision groove; 16. a first buffer ball; 17. a second buffer ball; 18. a first buffer spring; 19. a second buffer spring; 20. a third buffer spring; 21. mounting grooves; 22. mounting a ring groove; 23. a connecting plate; 24. an aluminum thin plate; 25. cushion the cushion.
Detailed Description
The present application is described in further detail below with reference to figures 2-7.
The embodiment of the application discloses three-dimensional antidetonation formula steel construction factory building.
Referring to fig. 2, the three-dimensional anti-seismic steel structure factory building comprises a pre-buried base 1, a bottom frame 2 arranged on the pre-buried base 1, a transverse steel beam 3 arranged on the bottom frame 2, and a vertical steel beam 4. Wherein, be provided with shock insulation mechanism between pre-buried base 1 and the bottom frame 2, be provided with buffer block 5 between the adjacent pre-buried base 1, be provided with buffer gear between buffer block 5 and the bottom frame 2, be provided with strengthening mechanism between horizontal girder steel 3 and the vertical girder steel 4.
Referring to fig. 2, pre-buried base 1 is the setting of cuboid and is provided with a plurality of, and a plurality of pre-buried base 1 is equidistant arranges on construction ground.
Referring to fig. 2 and 3, the seismic isolation mechanism includes a connection top plate 6, a connection bottom plate 7, and a seismic isolation assembly 8 disposed between the connection top plate 6 and the connection bottom plate 7. The connecting bottom plate 7 and the connecting top plate 6 are rectangular steel plates, the connecting top plate 6 and the connecting bottom plate 7 are arranged along the horizontal direction, the connecting bottom plate 7 is fixedly connected with the top surface of the embedded base 1, and the connecting bottom plate 7 is located in the center of the top surface of the embedded base 1; the connecting top plate 6 is fixedly connected with the bottom frame 2.
Referring to fig. 3, 4 and 5, the shock insulation assembly 8 includes rubber shock insulation pad 81, a plurality of damping spring 82, and rubber shock insulation pad 81 is cylindric setting and sets up along vertical direction, and rubber shock insulation pad 81's top terminal surface with be connected roof 6 fixed connection, rubber shock insulation pad 81's bottom terminal surface and connecting bottom plate 7 fixed connection, rubber shock insulation pad 81 is located the central point that connects bottom plate 7 face and puts.
Referring to fig. 3, 4 and 5, damping spring 82 is provided with 4, and 4 damping spring 82 all set up along vertical direction, and damping spring 82 one end fixed connection is in connecting roof 6, and one end fixed connection is in connecting bottom plate 7, and the equidistant side of locating rubber shock insulation pad 81 that encloses of 4 damping spring 82.
Referring to fig. 3, 4 and 5, the buffer blocks 5 are arranged in a rectangular shape, and one buffer block 5 is arranged between every two adjacent embedded bases 1. The embedded bases 1 and the buffer blocks 5 are provided with supporting mechanisms for supporting and fixing the buffer blocks 5, and each supporting mechanism comprises an inserting block 10 arranged on each buffer block 5 and a supporting component 11 arranged between every two adjacent embedded bases 1.
Wherein, the grafting piece 10 is the cuboid setting, and grafting piece 10 fixed connection is in the both ends of buffer block 5. The upper top surface of the embedded base 1 is provided with an inserting groove 12, the inserting groove 12 penetrates through the side wall of the embedded base 1, and the inserting block 10 can be inserted into the inserting groove 12 in a sliding mode.
Referring to fig. 3, 4 and 5, the insertion block 10 is sleeved with a buffer leather sheath 13, the buffer leather sheath 13 is made of hard rubber, and when the insertion block 10 is inserted into the insertion groove 12, the buffer leather sheath 13 abuts against the groove wall of the insertion groove 12.
Referring to fig. 3, 4 and 5, two supporting blocks 9 are fixedly connected to the top surface of the buffer block 5, the supporting blocks 9 are arranged in a rectangular parallelepiped, and the top surfaces of the supporting blocks 9 are abutted to the bottom surface of the bottom frame 2
Referring to fig. 3, 4 and 5, the support assembly 11 is located below the buffer block 5, and the support assembly 11 includes two support plates 111 and a connection column 112 for connecting the two support plates 111.
Wherein, buffer slot 14 has been seted up along vertical direction on the relative lateral wall that sets up of two adjacent pre-buried bases 1, and the inner chamber of buffer slot 14 is the cuboid setting. The connecting column 112 is disposed in a cylindrical shape and horizontally disposed along a direction parallel to the plate surface of the supporting plate 111. Two interference grooves 15 are formed in the column body of the connecting column 112 along the length direction of the connecting column, the inner cavity of each interference groove 15 is in an open shape, and the two interference grooves 15 are symmetrically arranged on two sides of the connecting column 112 by taking the axis of the connecting column 112 as a symmetry axis.
Referring to fig. 3, 4 and 5, the support plate 111 is a rectangular parallelepiped, the buffer blocks 25 are fixedly connected to the side walls of the two ends of the support plate 111, and the buffer blocks 25 are rectangular parallelepiped.
Referring to fig. 3, 4 and 5, the two support plates 111 are symmetrically disposed at both sides of the connecting column 112 with the axis of the connecting column 112 as a symmetry axis, and the width of the notch of the interference groove 15 is greater than the thickness of the support plates 111. One end of the supporting plate 111 abuts against the bottom side wall of the insertion groove 12, and the other end thereof is inserted into the abutting groove 15 and abuts against the inner groove wall of the abutting groove 15. The supporting plate 111 is obliquely arranged, and the height of one end, far away from the connecting column 112, of the supporting plate 111 is lower than that of one end, close to the connecting column 112, of the supporting plate 111. The shaft of the connecting column 112 abuts against the bottom surface of the buffer block 5.
Referring to fig. 4, 6 and 7, the damping mechanism includes a first damping ball 16, a plurality of second damping balls 17, a plurality of first damping springs 18, a plurality of second damping springs 19 and a plurality of third damping springs 20.
Wherein, a plurality of mounting grooves 21 have been seted up towards on the 5 one side lateral wall of buffer block to bottom frame 2, and the inner chamber of mounting groove 21 is cylindric setting, and a buffering ball 16 sets up in mounting groove 21.
Referring to fig. 4, 6 and 7, 4 first buffer springs 18 are provided, the 4 first buffer springs 18 are all arranged along the horizontal direction, and the 4 first buffer springs 18 are arranged in a central symmetry manner with the axis of the first buffer ball 16 in the vertical direction. One end of the first buffer spring 18 is fixedly connected to the side wall of the mounting groove 21, and the other end is fixedly connected to the first buffer ball 16.
Referring to fig. 4, 6 and 7, a mounting ring groove 22 is formed in a side wall of the buffer block 5 facing the bottom frame 2, an inner cavity of the mounting ring groove 22 is annularly arranged, the mounting ring groove 22 is located between the two supporting blocks 9, and the second buffer ball 17 is arranged in the mounting ring groove 22.
Referring to fig. 4, 6 and 7, 4 connecting plates 23 are disposed in the mounting ring groove 22, and the connecting plates 23 are disposed in a rectangular parallelepiped and in a vertical direction. 4 connecting plates 23 are arranged in the mounting ring groove 22 at equal intervals, and 4 connecting plates 23 divide the mounting groove 21 into 4 placing grooves with equal inner cavities and same shapes. Each placing groove is provided with a second buffer ball 17.
Referring to fig. 4, 6 and 7, the second buffer spring 19 is arranged along the horizontal direction, one end of the second buffer spring 19 is fixedly connected to the connecting plate 23, and the other end is fixedly connected to the second buffer ball 17.
Referring to fig. 4, 6 and 7, one end of the damping spring iii 20 is fixedly connected to the damping ball i 16, and the other end is fixedly connected to the damping ball ii 17.
Referring to fig. 4, 6 and 7, the reinforcing mechanism includes aluminum sheet 24, and aluminum sheet 24 is the strip setting, and the face of aluminum sheet 24 sets up along being on a parallel with the plane direction that horizontal girder steel 3 and vertical girder steel 4 formed, and the both ends of aluminum sheet 24 respectively with horizontal girder steel 3 and vertical girder steel 4 fixed connection.
The implementation principle of the embodiment is as follows: when the frame body of the whole plant vibrates in an earthquake, firstly, the original solid foundation of the building is changed into a flexible foundation by the rubber shock isolation cushion 81 and the shock absorption spring 82, so that the vibration intensity of the frame body of the whole plant in the earthquake process is reduced, and the shaking amplitude of the frame body of the whole plant is reduced;
the two ends of the buffer block 5 are abutted to the embedded base 1, so that the stability of the arrangement of the embedded base 1 can be improved, and meanwhile, due to the arrangement of the buffer leather sleeve 13, the rigid collision between the buffer block 5 and the embedded base 1 during the shaking of a factory building can be weakened; when the buffer block 5 is stressed to generate a downward acting force, the two support plates 111 are stressed to change the inclination angle in the process that the support plates 111 and the connecting columns 112 support the buffer block 5, and the buffer effect on the buffer block 5 can be achieved in the process;
when the bottom frame 2 shakes, the bottom frame 2 drives the first buffer ball 16 to move, and after the position of the first buffer ball 16 is changed, the first buffer spring 18, the second buffer spring 19 and the third buffer spring 20 can generate acting force for restoring the first buffer ball 16 to the original position, so that the shaking amplitude of the whole bottom frame 2 is reduced;
the aluminum sheet 24 pulls the horizontal steel beam 3 and the vertical steel beam 4 through the tension of the aluminum sheet, and the connection stability between the horizontal steel beam 3 and the vertical steel beam 4 is improved.
The above are preferred embodiments of the present application, and the scope of protection of the present application is not limited thereto, so: equivalent changes in structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (3)
1. The utility model provides a three-dimensional antidetonation formula steel construction factory building, including pre-buried base (1), set up in bottom frame (2), horizontal girder steel (3), vertical girder steel (4) on pre-buried base (1), its characterized in that: a buffer block (5) is arranged between the adjacent embedded bases (1), a supporting block (9) is arranged on the buffer block (5), the supporting block (9) is abutted against the bottom surface of the bottom frame (2), a supporting mechanism for supporting and fixing the buffer block (5) is arranged on each of the embedded bases (1) and the buffer block (5), a shock isolation mechanism is arranged between each of the embedded bases (1) and the bottom frame (2), a buffering mechanism is arranged between each of the buffer blocks (5) and the bottom frame (2), a reinforcing mechanism is arranged between each of the transverse steel beams (3) and the vertical steel beams (4), each supporting mechanism comprises an insertion block (10) arranged on each of the buffer blocks (5) and a supporting component (11) arranged between the adjacent two embedded bases (1), and an insertion groove (12) for the insertion block (10) to be inserted in a sliding manner is formed in the side wall of each of the embedded base (1), the supporting component (11) is located below the buffer block (5), a buffer groove (14) is formed in the side wall of the embedded base (1) along the vertical direction, one end of the supporting component (11) is abutted to the side wall of the bottom of the buffer groove (14), the other end of the supporting component is abutted to the bottom surface of the buffer block (5), the supporting component (11) comprises two supporting plates (111) and connecting columns (112) used for connecting the two supporting plates (111), the connecting columns (112) are horizontally arranged along the direction parallel to the plate surface of the supporting plates (111), two abutting grooves (15) are formed in the column body of the connecting columns (112) along the length direction of the connecting columns, the two abutting grooves (15) are symmetrically formed in the two sides of the connecting columns (112) by taking the axis of the connecting columns (112) as the symmetry axis, the two supporting plates (111) are symmetrically formed in the two sides of the connecting columns (112) by taking the axis of the connecting columns (112) as the symmetry axis, the width of the notch of the abutting groove (15) is larger than the thickness of the supporting plate (111), one end of the supporting plate (111) abuts against the side wall of the bottom of the inserting groove (12), the other end of the supporting plate abuts against the inner groove wall of the abutting groove (15), the height of one end, far away from the connecting column (112), of the supporting plate (111) is lower than the height of one end, close to the connecting column (112), of the supporting plate (111), the shock insulation mechanism comprises a connecting top plate (6), a connecting bottom plate (7) and a shock insulation assembly (8) arranged between the connecting top plate (6) and the connecting bottom plate (7), the connecting bottom plate (7) is fixedly connected with the embedded base (1), the connecting top plate (6) is fixedly connected with the bottom frame (2), the shock insulation assembly (8) comprises a rubber shock insulation cushion (81) and a plurality of shock absorption springs (82), the top of the rubber shock insulation cushion (81) is fixedly connected with the connecting top plate (6), the bottom of the rubber shock insulation pad (81) is fixedly connected with the connecting bottom plate (7), the shock absorption springs (82) are arranged in the vertical direction, a plurality of the shock absorption springs (82) are arranged on the side edge of the rubber shock insulation pad (81) in an equidistant mode, one end of each shock absorption spring (82) is fixedly connected with the connecting top plate (6), the other end of each shock absorption spring is fixedly connected with the connecting bottom plate (7), the buffer mechanism comprises a buffer ball I (16), a plurality of buffer balls II (17), a plurality of buffer springs I (18), a plurality of buffer springs II (19) and a plurality of buffer springs III (20), a mounting groove (21) used for placing the buffer ball I (16) is formed in the side wall of the bottom frame (2) facing the buffer block (5), the buffer springs I (18) are arranged in the horizontal direction, one end of each buffer spring I (18) is fixedly connected to the side wall of the mounting groove (21), the other end fixed connection in buffer ball one (16), buffer block (5) orientation seted up on the lateral wall of bottom frame (2) one side and be used for placing installation annular (22) of buffer ball two (17), be provided with a plurality of connecting plates (23) in installation annular (22), it is a plurality of connecting plates (23) equidistant arrange in installation annular (22), adjacent two form the standing groove between connecting plate (23), every in the standing groove buffer ball two (17) are provided with one, the one end fixed connection of buffer spring two (19) in on connecting plate (23), the other end fixed connection in on the buffer ball two (17), buffer spring three (20) one end fixed connection in buffer ball one (16), the other end fixed connection in buffer ball two (17), strengthening mechanism including fixed connection in horizontal girder steel (3) with aluminium sheet steel on vertical sheet steel beam (4) aluminium (24) And the surface of the aluminum thin plate (24) is arranged along the plane direction parallel to the horizontal steel beam (3) and the vertical steel beam (4).
2. The three-dimensional anti-seismic steel structure factory building of claim 1, characterized in that: and both ends of the supporting plate (111) are fixedly connected with buffer cushion blocks (25).
3. The three-dimensional anti-seismic steel structure factory building of claim 1, characterized in that: the insertion block (10) is wrapped with a buffer leather sleeve (13), and the buffer leather sleeve (13) is abutted to the wall of the insertion groove (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111315966.0A CN113898225B (en) | 2021-11-08 | 2021-11-08 | Three-dimensional anti-seismic steel structure factory building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111315966.0A CN113898225B (en) | 2021-11-08 | 2021-11-08 | Three-dimensional anti-seismic steel structure factory building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113898225A CN113898225A (en) | 2022-01-07 |
| CN113898225B true CN113898225B (en) | 2022-07-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111315966.0A Active CN113898225B (en) | 2021-11-08 | 2021-11-08 | Three-dimensional anti-seismic steel structure factory building |
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| CN114927960B (en) * | 2022-02-08 | 2023-03-28 | 北京太易德电气安装有限公司 | Block terminal protective structure for electric power |
| CN115450345A (en) * | 2022-09-30 | 2022-12-09 | 江苏城乡建设职业学院 | Vibration isolation device of steel structure factory building and installation method thereof |
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