CN116290385B - Earthquake-resistant steel structure assembled building - Google Patents
Earthquake-resistant steel structure assembled building Download PDFInfo
- Publication number
- CN116290385B CN116290385B CN202310151117.9A CN202310151117A CN116290385B CN 116290385 B CN116290385 B CN 116290385B CN 202310151117 A CN202310151117 A CN 202310151117A CN 116290385 B CN116290385 B CN 116290385B
- Authority
- CN
- China
- Prior art keywords
- plate
- support
- steel column
- fixed
- seted
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 186
- 239000010959 steel Substances 0.000 title claims abstract description 186
- 238000001125 extrusion Methods 0.000 claims description 30
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 24
- 238000009434 installation Methods 0.000 claims description 24
- 230000035939 shock Effects 0.000 claims description 15
- 230000007246 mechanism Effects 0.000 claims description 13
- 229910052742 iron Inorganic materials 0.000 claims description 12
- 230000000149 penetrating effect Effects 0.000 claims description 10
- 238000003780 insertion Methods 0.000 claims description 8
- 230000037431 insertion Effects 0.000 claims description 8
- 230000000694 effects Effects 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 description 14
- 230000002787 reinforcement Effects 0.000 description 6
- 230000003139 buffering effect Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34384—Assembling details for foldable, separable, collapsible or retractable structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses an anti-seismic steel structure assembled building, which relates to the technical field of steel structure buildings and comprises a bottom mounting plate, wherein four corners of the upper end of the bottom mounting plate are fixedly provided with fixing bases, the upper ends of the four fixing bases are provided with mounting grooves, the bottoms of the inner walls of the mounting grooves formed by the four fixing bases are provided with buffer rubber mats, the upper ends of the four buffer rubber mats are fixedly provided with support connecting steel columns, and the upper ends of the four support connecting steel columns are provided with top steel plates. According to the invention, through the fixed base, the support connecting steel column and the buffer rubber cushion between the fixed base and the support connecting steel column, after the anti-seismic steel structure assembled building is built, a certain buffer force can be generated between the support connecting steel column and the fixed base, and when the problems of shaking of a road surface and the like are met, the evacuation vibration force can be well carried out between the support connecting steel column and the fixed base through the buffer rubber cushion, so that the support connecting steel column is prevented from vibrating too high.
Description
Technical Field
The invention relates to the technical field of steel structure buildings, in particular to an anti-seismic steel structure assembled building.
Background
The assembled building is a building assembled on a construction site by prefabricated components (such as a floor slab, a wallboard, a stair and a balcony), and has the advantages of high construction speed, small restriction on climatic conditions, labor saving and the like; the fabricated building comprises a concrete structure, a steel structure, a wood structure and the like, wherein the steel structure fabricated building is a building formed by steel members;
when subway or train is fast through the building, mach reaction can take place, and the air current velocity of flow near the building also can be corresponding accelerate, and subaerial can produce the vibration, builds the shaped steel structure building beside the station and receives the influence of vibration and can produce great rocking, causes certain influence to people's living environment, and the steel structure assembly type building among the prior art is not convenient enough moreover when assembling.
Disclosure of Invention
The invention aims to provide an anti-seismic steel structure assembled building, which aims to solve the problems in the background technology.
In order to achieve the above purpose, the present invention provides the following technical solutions: the utility model provides an antidetonation steel construction assembled building, includes the bottom mounting panel, equal fixed mounting in bottom mounting panel upper end four corners department has unable adjustment base, four unable adjustment base upper end has all seted up the mounting groove, four unable adjustment base sets up the mounting groove inner wall bottom all is equipped with the buffering cushion, four equal fixed mounting in buffering cushion upper end has the support to connect the steel column, four support to connect the steel column upper end and be equipped with the top steel sheet, four support to connect between steel column, buffering cushion and unable adjustment base and the bottom mounting panel all through many bolt fixed connection, the standing groove has all been seted up to bottom mounting panel upper end both sides, all be equipped with buffer gear in two standing grooves that the bottom mounting panel was seted up, every group all be equipped with two sets of extrusion mechanism in the buffer gear, two extrusion mechanism axisymmetry, buffer gear includes the fixed block, fixed mounting sets up the standing groove inner wall bottom at the bottom mounting panel, equal fixed mounting in fixed mounting has the dead lever in the fixed lever both sides, two equal sliding mounting has the movable block to alternate between the section mutually, two equal sliding mounting has from two equal fixed spring of L side of fixed spring from the equal movable spring of two sides.
Preferably, the extrusion mechanism comprises an extrusion plate, the extrusion plate is slidably mounted in a placing groove formed in the bottom mounting plate, the extrusion plate is attached to the side end of the moving block, and a second convex groove is formed in the right side end of the extrusion plate.
Preferably, a second limiting circular plate is sleeved in the second protruding groove formed in the extruding plate in a rotating mode, and a second adjusting screw is fixedly arranged at the right side end of the second limiting circular plate.
Preferably, the second adjusting screw rod is installed at the right side end of the bottom mounting plate in a penetrating mode, and the second adjusting screw rod is in threaded connection with the bottom mounting plate.
Preferably, each side end of the supporting connection steel column is provided with a rectangular hole, the top of the inner wall of the rectangular hole provided with the supporting connection steel column is provided with a circular chute, the circular chute provided with the supporting connection steel column is rotationally provided with a threaded rod, and the circumferential surface of the threaded rod is provided with a rotary nut in a penetrating manner through threads.
Preferably, the rectangular hole formed by the support connecting steel column is movably sleeved with the first L-shaped plate, the left side end of the first L-shaped plate is fixedly provided with a support frame, the left side of the lower end of the support frame is provided with an insertion groove, and the second L-shaped plate is slidably arranged in the insertion groove formed by the support frame.
Preferably, each support frame upper segment inner wall between equal fixed mounting have fixed cylinder, fixed cylinder interlude circumference surface all runs through and rotates installs the support reinforcing rod, support reinforcing rod upper end fixed mounting has the installation rectangle iron plate, install a plurality of high strength screw rods between rectangle iron plate and the top steel sheet.
Preferably, each support is connected with the upper end of the steel column and is fixedly provided with a rectangular connecting block, the rectangular connecting blocks are inserted into the lower ends of the top steel plates in a sliding mode, rectangular sliding grooves are formed in the side ends of the top steel plates, the rectangular sliding grooves formed in the top steel plates are internally provided with latch plates in a sliding mode, and the latch plates are connected with the rectangular connecting blocks in a sliding mode in a crossed mode.
Preferably, the draw-in groove has been seted up in the left side of bolt board lower extreme, slidable mounting has the joint piece in the draw-in groove that the bolt board was seted up, convex groove one has been seted up to the joint piece lower extreme, the convex groove one that the joint piece was seted up is rotatory to have cup jointed spacing plectane one.
Preferably, an adjusting screw I is fixedly arranged at the lower end of the limiting circular plate, a concave plate is arranged at the lower section of the adjusting screw in a penetrating mode through threads, and the concave plate is fixedly arranged at the lower end of the top steel plate.
The invention has the beneficial effects that:
the method comprises the following steps: according to the invention, through the fixed base, the support connecting steel column and the buffer rubber cushion between the fixed base and the support connecting steel column, after the anti-seismic steel structure assembled building is built, a certain buffer force can be generated between the support connecting steel column and the fixed base, and when the problems of shaking of a road surface and the like are met, the evacuation vibration force can be well carried out between the support connecting steel column and the fixed base through the buffer rubber cushion, so that the support connecting steel column is prevented from vibrating too high.
And two,: according to the invention, the movable blocks, the buffer springs, the fixed blocks and the supporting frames are arranged between each support connecting steel column, so that the supporting frames can play a role in reinforcing the support connecting steel column and the bottom mounting plate when the shock-resistant steel structure assembled building is subjected to shock, and the buffer springs are designed so that the shock force can be discharged through the elasticity of the buffer springs during the shock, thereby further completing the buffering.
And thirdly,: according to the invention, through the extrusion plate, the limiting circular plate II and the adjusting screw II, when the support frame is installed, the moving block and the L-shaped plate II are far away from the support frame only by rotating the adjusting screw II, then the support frame and the L-shaped plate I are clamped on the support connecting steel column, and the support frame can be fixed under the elasticity of the buffer spring by reversing the adjusting screw II, so that the installation convenience of the support frame in the device is greatly improved, and the device is very convenient.
Fourth, it is: according to the invention, through the bolt plate, the rectangular connecting block and the clamping block, the anti-seismic steel structure assembled building can be rapidly installed when the top steel plate and the supporting and connecting steel column are installed, the clamping block only needs to be moved downwards from the inner part of the top steel plate, the bolt plate passes through the rectangular connecting block and the top steel plate, and the clamping block is clamped with the top steel plate, so that the installation can be completed, the installation convenience of the device is further improved, and the installation is simpler.
Fifth, it is: according to the invention, through the support reinforcing rod and the installation of the rectangular iron plate and the high-strength screw rod, the upper end part of the anti-seismic steel structure assembled building can be stabilized through the triangular relationship formed between the support reinforcing rod and the support connecting steel column as well as between the support connecting steel column and the top steel plate, so that the stability of the upper part of the device is improved, and the problems of scattering and the like when the top steel plate and the support connecting steel column are subjected to vibration are avoided.
Sixth, it: the invention can be quickly completed when the whole earthquake-resistant steel structure assembly type building is installed through the whole assembly type design, so that the assembly efficiency is greatly improved, and the earthquake resistance of the device is ensured while the assembly is quick.
Drawings
In order to more clearly illustrate the embodiments of the invention or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the invention, and that other drawings may be obtained from the structures shown in these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the structure of the bottom mounting plate of the present invention;
FIG. 3 is a schematic view of a second adjusting screw of the present invention;
FIG. 4 is a schematic view of the structure of the support frame of the present invention;
FIG. 5 is a schematic view of the structure of the support connection steel column of the present invention;
FIG. 6 is a schematic view of the structure of the fixing base of the present invention;
FIG. 7 is a schematic view of the structure of the top steel plate of the present invention;
FIG. 8 is a schematic view of the latch plate of the present invention;
FIG. 9 is a schematic view of the structure of the clamping block of the present invention;
fig. 10 is an enlarged schematic view of the structure of fig. 5 a according to the present invention.
Reference numerals illustrate: 11. a clamping block; 12. a first convex groove; 13. a first limiting circular plate; 14. adjusting the first screw rod; 15. a concave plate; 16. a latch plate; 17. a top steel plate; 18. a rectangular connecting block; 21. supporting and connecting a steel column; 23. buffering rubber cushion; 24. a mounting groove; 25. a fixed base; 26. a fixed cylinder; 27. supporting the reinforcing rod; 28. installing a rectangular iron plate; 29. a high strength screw; 31. a support frame; 32. an L-shaped plate I; 33. an insertion groove; 41. adjusting a second screw rod; 42. a limiting circular plate II; 43. a second convex groove; 44. an extrusion plate; 45. a moving block; 46. an L-shaped plate II; 47. a fixed rod; 48. a buffer spring; 49. a fixed block; 51. a bottom mounting plate; 52. a placement groove; 61. a circular chute; 62. a threaded rod; 63. and rotating the nut.
The achievement of the objects, functional features and advantages of the present invention will be further described with reference to the accompanying drawings, in conjunction with the embodiments.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
It should be noted that all directional indicators (such as up, down, left, right, front, and rear … …) in the embodiments of the present invention are merely used to explain the relative positional relationship, movement, etc. between the components in a particular posture (as shown in the drawings), and if the particular posture is changed, the directional indicator is changed accordingly.
Furthermore, descriptions such as those referred to as "first," "second," and the like, are provided for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implying an order of magnitude of the indicated technical features in the present disclosure. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In addition, the technical solutions of the embodiments may be combined with each other, but it is necessary to base that the technical solutions can be realized by those skilled in the art, and when the technical solutions are contradictory or cannot be realized, the combination of the technical solutions should be considered to be absent and not within the scope of protection claimed in the present invention.
Examples: referring to fig. 1, fig. 2, fig. 3, fig. 4, fig. 5, fig. 6, fig. 7, fig. 8, fig. 9 and fig. 10, an earthquake-resistant steel structure assembly building comprises a bottom mounting plate 51, fixing bases 25 are fixedly mounted at four corners of the upper end of the bottom mounting plate 51, mounting grooves 24 are formed at the upper ends of the four fixing bases 25, buffer rubber pads 23 are arranged at the bottoms of the inner walls of the mounting grooves 24 formed by the four fixing bases 25, when the earthquake-resistant steel structure assembly building is assembled, a user can put four support connecting steel columns 21 into the mounting grooves 24 formed by the four fixing bases 25 firstly, after the earthquake-resistant steel structure assembly building is put into the earthquake-resistant steel structure assembly building, the buffer rubber pads 23 are padded between the support connecting steel columns 21 and the fixing bases 25, then the user can mount and fix the support connecting steel columns 21 with the fixing bases 25 and clamping blocks 11 through bolts, the user can rotate the rotating nut 63, move the threaded rod 62 towards the circular chute 61 formed by the supporting and connecting steel column 21 through the threaded connection of the rotating nut 63 and the threaded rod 62, then put the gap formed between the supporting frame 31 and the first L-shaped plate 32 into the rectangular hole formed by the supporting and connecting steel column 21, after putting in, the rotating nut 63 is reversed, move the threaded rod 62 downwards to be engaged with the upper end of the first L-shaped plate 32, before the first L-shaped plate 32 and the supporting frame 31 are assembled, the user needs to rotate the second adjusting screw 41, move the second adjusting screw 41 towards the direction of the extruding plate 44 through the threaded connection between the second adjusting screw 41 and the bottom mounting plate 51, and when the second adjusting screw 41 rotates, the limiting circular plate 42 at the side end of the second adjusting screw 41 rotates as well, the limiting circular plate II 42 is rotatably sleeved in the convex groove II 43 formed in the extruding plate 44, so that the extruding plate 44 can move towards the fixed block 49 under the drive of the adjusting screw II 41 and can not rotate, the extruding plate 44 can extrude the moving block 45 at the moment, the moving block 45 can move towards the fixed block 49 through the elasticity of the buffer spring 48 in the extruding process, the L-shaped plate I32 and the supporting frame 31 can be installed after the operation is finished, a user can reverse the adjusting screw II 41 after the installation, the adjusting screw II 41 drives the extruding plate 44 to move outwards, the moving block 45 can return to the original position under the elastic force of the buffer spring 48, the L-shaped plate II 46 at the upper end of the moving block 45 can be inserted into the inserting groove 33 formed in the supporting frame 31, the installation between the supporting frame 31 and the supporting connecting steel column 21 and the clamping block 11 is finished at the moment, the upper ends of the four buffer rubber mats 23 are fixedly provided with supporting connection steel columns 21, the upper ends of the four supporting connection steel columns 21 are provided with top steel plates 17, the four supporting connection steel columns 21, the buffer rubber mats 23, the fixed base 25 and the bottom mounting plate 51 are fixedly connected through a plurality of bolts, the two sides of the upper end of the bottom mounting plate 51 are provided with placing grooves 52, the two placing grooves 52 provided with the bottom mounting plate 51 are internally provided with buffer mechanisms, each buffer mechanism is internally provided with two groups of extrusion mechanisms, a user can put down four holes at the lower end of the top steel plates 17 against rectangular connecting blocks 18 at the upper ends of the four supporting connection steel columns 21, the four rectangular connecting blocks 18 can be inserted into the top steel plates 17, at the moment, the side face of the side face is inserted into a latch plate 16, before the latch plate 16 is inserted, the first adjusting screw 14 is rotated, through threaded connection between adjusting screw one 14 and the concave plate 15 for adjusting screw one 14 can move down, adjusting screw one 14 moves down and drives spacing plectane one 13 and move down, and spacing plectane one 13 rotates the convex inslot one 12 that cup joints in joint piece 11 and offer, joint piece 11 can move down, and latch plate 16 alright at this moment inserts in the rectangle spout that top steel sheet 17 offered, afterwards, the user can reverse adjusting screw one 14, will latch piece 11 moves up to with the draw-in groove joint that latch plate 16 offered, thereby accomplish the installation between top steel sheet 17 and four adjusting screw two 41, two extrusion mechanism axisymmetries, buffer gear includes fixed block 49, fixed block 49 fixed mounting is offered at bottom mounting plate 51 standing groove 52 inner wall bottom, and fixed block 49 both sides all fixed mounting has dead lever 47, and two dead lever 47 looks section interlude slidable mounting have movable block 45, and two L two 46 of equal fixed mounting have, and two dead lever 47 circumference surfaces all movably cup joint buffer spring 48, two are separated from two buffer spring 48 both sides fixed mounting at fixed block 49 both sides. The extrusion mechanism comprises an extrusion plate 44, the extrusion plate 44 is slidably mounted in a placement groove 52 formed in a bottom mounting plate 51, the extrusion plate 44 is attached to the side end of the moving block 45, and a second convex groove 43 is formed in the right side end of the extrusion plate 44. After the top steel plate 17 and the supporting connection steel column 21 are installed, a user can rotate the supporting connection steel column 21 through the rotating connection between the supporting reinforcement rod 27 and the supporting connection steel column 21, so that the supporting reinforcement rod 27 can rotate to a position aligned with the bottom end of the top steel plate 17, after that, the user can perform triangular reinforcement between the supporting connection steel column 21 and the top steel plate 17 by penetrating a plurality of high-strength screws 29 through the rectangular iron plates 28 and then performing threaded connection with the bottom of the top steel plate 17, a second limiting circular plate 42 is sleeved in a second protruding groove 43 formed in the extruding plate 44 in a rotating mode, and an adjusting screw 41 is fixedly arranged on the right side of the second limiting circular plate 42. The second adjusting screw 41 is installed at the right side end of the bottom mounting plate 51 in a penetrating mode, and the second adjusting screw 41 is in threaded connection with the bottom mounting plate 51. Rectangular holes are formed in the side ends of each support connection steel column 21, a circular sliding groove 61 is formed in the top of the inner wall of each rectangular hole formed in each support connection steel column 21, a threaded rod 62 is rotatably mounted in the circular sliding groove 61 formed in each support connection steel column 21, and a rotary nut 63 is installed on the circumferential surface of each threaded rod 62 in a threaded penetrating manner. The rectangular hole formed in the support connecting steel column 21 is movably sleeved with an L-shaped plate I32, a support frame 31 is fixedly arranged at the left side end of the L-shaped plate I32, an insertion groove 33 is formed in the left side of the lower end of the support frame 31, and an L-shaped plate II 46 is slidably mounted in the insertion groove 33 formed in the support frame 31. A fixed cylinder 26 is fixedly arranged between the inner walls of the upper sections of the supporting frames 31, a supporting reinforcing rod 27 is rotatably arranged on the circumferential surface of the middle section of the fixed cylinder 26 in a penetrating mode, an installation rectangular iron plate 28 is fixedly arranged at the upper end of the supporting reinforcing rod 27, and a plurality of high-strength screws 29 are arranged between the installation rectangular iron plate 28 and the top steel plate 17 in a threaded mode. The upper end of each support connection steel column 21 is fixedly provided with a rectangular connection block 18, the rectangular connection blocks 18 are inserted and slidably mounted at the lower end of the top steel plate 17, rectangular sliding grooves are formed in the side ends of the top steel plate 17, the latch plates 16 are slidably mounted in the rectangular sliding grooves formed in the top steel plate 17, and the latch plates 16 are in cross sliding connection with the rectangular connection blocks 18. The left side of the lower end of the latch plate 16 is provided with a clamping groove, the clamping groove formed in the latch plate 16 is internally provided with a clamping block 11 in a sliding manner, the lower end of the clamping block 11 is provided with a first convex groove 12, and the first convex groove 12 formed in the clamping block 11 is internally and rotatably sleeved with a first limiting circular plate 13. The lower end of the limiting circular plate I13 is fixedly provided with the adjusting screw I14, the lower section of the adjusting screw I14 is provided with the concave plate 15 in a penetrating way through threads, the concave plate 15 is fixedly arranged at the lower end of the top steel plate 17, and the fixed base 25 and the supporting connection steel column 21 are arranged, and the buffer rubber cushion 23 between the fixed base 25 and the supporting connection steel column 21 enables the anti-seismic steel structure assembled building to generate certain buffer force between the supporting connection steel column 21 and the fixed base 25 after being built, so that the supporting connection steel column 21 and the fixed base 25 can well disperse vibration force through the buffer rubber cushion 23 when encountering the problems of road shake and the like, and the excessively high vibration of the supporting connection steel column 21 is avoided. According to the invention, the movable blocks 45, the buffer springs 48, the fixed blocks 49 and the support frame 31 are arranged between each support connecting steel column 21, so that the support frame 31 can play a role in reinforcing the support connecting steel column 21 and the bottom mounting plate 51 when the shock-resistant steel structure assembled building is subjected to shock, and the buffer springs 48 are designed so that the shock force can be discharged through the elasticity of the buffer springs 48 during the shock, so that the shock is further buffered. According to the invention, through the extrusion plate 44, the limiting circular plate II 42 and the adjusting screw II 41, when the supporting frame 31 is installed, the moving block 45 and the L-shaped plate II 46 are far away from the supporting frame 31 only by rotating the adjusting screw II 41, then the supporting frame 31 and the L-shaped plate I32 are clamped on the supporting connection steel column 21, the supporting frame 31 can be fixed under the elasticity of the buffer spring 48 by reversing the adjusting screw II 41, so that the installation convenience of the supporting frame 31 in the device is greatly improved, and the device is very convenient. According to the invention, through the arrangement of the latch plate 16, the rectangular connecting block 18 and the clamping block 11, the anti-seismic steel structure assembled building can be rapidly installed when the top steel plate 17 and the supporting and connecting steel column 21 are installed, the clamping block 11 only needs to be moved downwards from the inside of the top steel plate 17, the latch plate 16 passes through the rectangular connecting block 18 and the top steel plate 17, and the clamping block 11 and the top steel plate 17 are clamped, so that the installation convenience of the device is further improved, and the installation is simpler. The invention ensures that the upper end part of the anti-seismic steel structure assembled building can be stabilized through the triangular relationship formed between the support reinforcing rods 27 and the support connecting steel column 21 and the top steel plate 17 by arranging the support reinforcing rods 27, installing the rectangular iron plates 28 and the high-strength screw rods 29, thereby improving the stability of the upper part of the device and avoiding the problems of scattering and the like when the top steel plate 17 and the support connecting steel column 21 are subjected to vibration. The invention can be quickly completed when the whole earthquake-resistant steel structure assembly type building is installed through the whole assembly type design, so that the assembly efficiency is greatly improved, and the earthquake resistance of the device is ensured while the assembly is quick.
Working principle: in the anti-seismic steel structure assembled building, a user can put four support connecting steel columns 21 into mounting grooves 24 formed in four fixing bases 25 firstly, after the four support connecting steel columns 21 are put into the mounting grooves, buffer rubber gaskets 23 are padded between the support connecting steel columns 21 and the fixing bases 25, then the user can mount and fix the support connecting steel columns 21, the fixing bases 25 and clamping blocks 11 through bolts, after the four support connecting steel columns 21 are fixed, the user can rotate a rotary nut 63 through rotating the rotary nut 63, the threaded rod 62 moves towards a circular sliding groove 61 formed in the support connecting steel columns 21 through threaded connection of the rotary nut 63 and a threaded rod 62, then the user puts gaps formed between a support frame 31 and an L-shaped plate 32 into rectangular holes formed in the support connecting steel columns 21, after the support connecting steel columns are put into the rectangular holes, namely the rotary nut 63 is reversed, the threaded rod 62 moves downwards, thus, the first L-shaped plate 32 is clamped with the upper end of the first L-shaped plate 32, before the first L-shaped plate 32 and the supporting frame 31 are assembled, a user needs to rotate the second adjusting screw 41, the second adjusting screw 41 moves towards the extrusion plate 44 through threaded connection between the second adjusting screw 41 and the bottom mounting plate 51, when the second adjusting screw 41 rotates, the second limiting circular plate 42 at the side end of the second adjusting screw 41 also rotates and moves, the second limiting circular plate 42 is rotationally sleeved in the second convex groove 43 formed in the extrusion plate 44, so that the extrusion plate 44 can move towards the fixed block 49 under the driving of the second adjusting screw 41 and does not rotate, at the moment, the extrusion plate 44 extrudes the moving block 45, the moving block 45 moves towards the fixed block 49 through the elasticity of the buffer spring 48 in the extrusion process, the first L-shaped plate 32 and the supporting frame 31 can be installed, and after the installation, a user can reverse the second adjusting screw 41, so that the second adjusting screw 41 drives the extruding plate 44 to move outwards, the moving block 45 returns to the original position under the elastic force of the buffer spring 48, the second L-shaped plate 46 at the upper end of the moving block 45 is inserted into the insertion groove 33 formed in the supporting frame 31, and the installation between the supporting frame 31 and the supporting connecting steel column 21 and the clamping block 11 is completed.
Further installation, the user can put down four holes of the lower end of the top steel plate 17 against the rectangular connecting blocks 18 on the upper ends of the four supporting and connecting steel columns 21, the four rectangular connecting blocks 18 can be inserted into the top steel plate 17, at the moment, the bolt plate 16 is inserted into the side face, before the bolt plate 16 is inserted, the adjusting screw I14 can move downwards through rotating the adjusting screw I14 and connecting threads between the adjusting screw I14 and the concave plate 15, the adjusting screw I14 moves downwards to drive the limiting circular plate I13 to move downwards, the limiting circular plate I13 is rotationally sleeved in the convex groove I12 formed in the clamping block 11, the clamping block 11 moves downwards, at the moment, the bolt plate 16 can be inserted into the rectangular sliding groove formed in the top steel plate 17, then the user can invert the adjusting screw I14, move the clamping block 11 upwards to be clamped with the clamping groove formed in the bolt plate 16, and accordingly complete installation between the top steel plate 17 and the four adjusting screw II 41.
After the top steel plate 17 and the supporting connection steel column 21 are installed, a user can rotate the supporting connection steel column 21 and the supporting connection steel column 21 through the rotation connection between the supporting reinforcement rod 27 and the supporting connection steel column 21, so that the supporting reinforcement rod 27 can rotate to a position aligned with the bottom end of the top steel plate 17, and then the user can perform triangular reinforcement between the supporting connection steel column 21 and the top steel plate 17 by penetrating a plurality of high-strength screws 29 through the installation rectangular iron plates 28 and then performing threaded connection with the bottom of the top steel plate 17.
According to the invention, through the fixed base 25, the support connecting steel column 21 and the buffer rubber cushion 23 between the fixed base 25 and the support connecting steel column 21, after the anti-seismic steel structure assembled building is built, a certain buffer force can be generated between the support connecting steel column 21 and the fixed base 25, and when the problems of shaking of a road surface and the like are met, evacuation vibration force can be well carried out between the support connecting steel column 21 and the fixed base 25 through the buffer rubber cushion 23, so that the support connecting steel column 21 is prevented from generating too high vibration. According to the invention, the movable blocks 45, the buffer springs 48, the fixed blocks 49 and the support frame 31 are arranged between each support connecting steel column 21, so that the support frame 31 can play a role in reinforcing the support connecting steel column 21 and the bottom mounting plate 51 when the shock-resistant steel structure assembled building is subjected to shock, and the buffer springs 48 are designed so that the shock force can be discharged through the elasticity of the buffer springs 48 during the shock, so that the shock is further buffered. According to the invention, through the extrusion plate 44, the limiting circular plate II 42 and the adjusting screw II 41, when the supporting frame 31 is installed, the moving block 45 and the L-shaped plate II 46 are far away from the supporting frame 31 only by rotating the adjusting screw II 41, then the supporting frame 31 and the L-shaped plate I32 are clamped on the supporting connection steel column 21, the supporting frame 31 can be fixed under the elasticity of the buffer spring 48 by reversing the adjusting screw II 41, so that the installation convenience of the supporting frame 31 in the device is greatly improved, and the device is very convenient. According to the invention, through the arrangement of the latch plate 16, the rectangular connecting block 18 and the clamping block 11, the anti-seismic steel structure assembled building can be rapidly installed when the top steel plate 17 and the supporting and connecting steel column 21 are installed, the clamping block 11 only needs to be moved downwards from the inside of the top steel plate 17, the latch plate 16 passes through the rectangular connecting block 18 and the top steel plate 17, and the clamping block 11 and the top steel plate 17 are clamped, so that the installation convenience of the device is further improved, and the installation is simpler. The invention ensures that the upper end part of the anti-seismic steel structure assembled building can be stabilized through the triangular relationship formed between the support reinforcing rods 27 and the support connecting steel column 21 and the top steel plate 17 by arranging the support reinforcing rods 27, installing the rectangular iron plates 28 and the high-strength screw rods 29, thereby improving the stability of the upper part of the device and avoiding the problems of scattering and the like when the top steel plate 17 and the support connecting steel column 21 are subjected to vibration. The invention can be quickly completed when the whole earthquake-resistant steel structure assembly type building is installed through the whole assembly type design, so that the assembly efficiency is greatly improved, and the earthquake resistance of the device is ensured while the assembly is quick.
It should be understood that the above description is not intended to limit the invention to the particular embodiments disclosed, but to limit the invention to the particular embodiments disclosed, and that the invention is not limited to the particular embodiments disclosed, but is intended to cover modifications, adaptations, additions and alternatives falling within the spirit and scope of the invention.
Claims (5)
1. The utility model provides an antidetonation shaped steel structure assembled building, includes bottom mounting panel (51), its characterized in that: fixing bases (25) are fixedly installed at four corners of the upper end of the bottom mounting plate (51), mounting grooves (24) are formed in the upper ends of the four fixing bases (25), buffer rubber mats (23) are arranged at the bottoms of the inner walls of the mounting grooves (24) formed in the fixing bases (25), supporting connection steel columns (21) are fixedly installed at the upper ends of the buffer rubber mats (23), top steel plates (17) are arranged at the upper ends of the supporting connection steel columns (21), the buffer rubber mats (23) and the fixing bases (25) are fixedly connected with the bottom mounting plate (51) through a plurality of bolts, placing grooves (52) are formed in two sides of the upper end of the bottom mounting plate (51), buffer mechanisms are arranged in the two placing grooves (52) formed in the bottom mounting plate (51), two extrusion mechanisms are arranged in each group, and the two extrusion mechanisms are axisymmetrically arranged;
the buffer mechanism comprises a fixed block (49), the fixed block (49) is fixedly arranged at the bottom of the inner wall of a placement groove (52) formed in a bottom mounting plate (51), fixed rods (47) are fixedly arranged at two sides of the fixed block (49), a moving block (45) is inserted and slidingly arranged at the separated sections of the fixed rods (47), L-shaped plate II (46) is fixedly arranged at the upper ends of the moving blocks (45), buffer springs (48) are movably sleeved on the circumferential surfaces of the fixed rods (47), buffer springs (48) are fixedly arranged at the two side ends of the fixed block (49) at the separated ends of the buffer springs (48), the extrusion mechanism comprises an extrusion plate (44), the extrusion plate (44) is slidingly arranged in the placement groove (52) formed in the bottom mounting plate (51), a convex groove II (43) is formed at the right side end of the extrusion plate (44), a limit screw rod II (42) is inwards rotated in the convex groove II (43) formed in a sleeved mode, the limit screw rod II (42) is fixedly arranged at the right side end of the extrusion plate (44), the limit screw rod II (41) is fixedly arranged at the right side end of the limit screw rod II (41) and the limit screw rod II (41) is fixedly arranged at the bottom end of the right end (41), every rectangular hole has all been seted up to support and connect steel column (21) side, circular spout (61) have been seted up at rectangular hole inner wall top that support and connect steel column (21) were seted up, circular spout (61) internal rotation that support and connect steel column (21) were seted up is installed threaded rod (62), threaded rod (62) circumference surface is run through and is installed rotatory nut (63) through the screw thread, L shaped plate one (32) has been cup jointed in the rectangular hole internal activity that support and connect steel column (21) were seted up, L shaped plate one (32) left side fixed mounting has support frame (31), insertion groove (33) have been seted up in support frame (31) lower extreme left side, L shaped plate two (46) slidable mounting is in insertion groove (33) that support frame (31) were seted up.
2. An earthquake-resistant steel structure building as set forth in claim 1, wherein: every fixed cylinder (26) is all fixed mounting between the upper segment inner wall of support frame (31), fixed cylinder (26) interlude circumference surface all runs through and rotates installs support stiffening rod (27), support stiffening rod (27) upper end fixed mounting has installation rectangle iron plate (28), install a plurality of high strength screw rods (29) between installation rectangle iron plate (28) and top steel sheet (17).
3. An earthquake-resistant steel structure building as set forth in claim 2, wherein: every support and connect steel column (21) upper end all fixed mounting has rectangular connection block (18), rectangular connection block (18) alternate slidable mounting is in the lower extreme of top steel sheet (17), rectangular spout has been seted up to top steel sheet (17) side, rectangular spout slidable mounting that top steel sheet (17) were seted up has bolt board (16), cross sliding connection between bolt board (16) and the rectangular connection block (18).
4. A shock resistant steel structure fabricated building according to claim 3, wherein: the left side of the lower end of the bolt plate (16) is provided with a clamping groove, the clamping groove formed in the bolt plate (16) is internally provided with a clamping block (11) in a sliding mode, the lower end of the clamping block (11) is provided with a first convex groove (12), and the first convex groove (12) formed in the clamping block (11) is internally sleeved with a first limiting circular plate (13) in a rotating mode.
5. An earthquake-resistant steel structure modular building as set forth in claim 4, wherein: the adjusting screw is characterized in that an adjusting screw first (14) is fixedly arranged at the lower end of the limiting circular plate first (13), a concave plate (15) is arranged at the lower section of the adjusting screw first (14) in a penetrating mode through threads, and the concave plate (15) is fixedly arranged at the lower end of the top steel plate (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310151117.9A CN116290385B (en) | 2023-02-22 | 2023-02-22 | Earthquake-resistant steel structure assembled building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310151117.9A CN116290385B (en) | 2023-02-22 | 2023-02-22 | Earthquake-resistant steel structure assembled building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN116290385A CN116290385A (en) | 2023-06-23 |
| CN116290385B true CN116290385B (en) | 2024-01-23 |
Family
ID=86779003
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310151117.9A Active CN116290385B (en) | 2023-02-22 | 2023-02-22 | Earthquake-resistant steel structure assembled building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116290385B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110821258A (en) * | 2019-11-27 | 2020-02-21 | 赵孝民 | Shock isolation device for building |
| KR102081790B1 (en) * | 2019-05-07 | 2020-04-24 | 김성윤 | vibration isolation device |
| CN214784796U (en) * | 2021-01-13 | 2021-11-19 | 盛尔建设集团有限公司 | Anti-seismic profile steel structure fabricated building |
| CN215211492U (en) * | 2021-03-17 | 2021-12-17 | 中国建筑第二工程局有限公司 | Assembled building structure with antidetonation |
| CN215715953U (en) * | 2021-07-30 | 2022-02-01 | 广德辉鸿交通设施有限公司 | Anti-seismic building steel structure |
| CN217232298U (en) * | 2022-02-18 | 2022-08-19 | 领睿建设工程有限公司 | Building shock insulation structure |
| CN218323290U (en) * | 2022-07-03 | 2023-01-17 | 彭宣宣 | Building shock isolation device |
-
2023
- 2023-02-22 CN CN202310151117.9A patent/CN116290385B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR102081790B1 (en) * | 2019-05-07 | 2020-04-24 | 김성윤 | vibration isolation device |
| CN110821258A (en) * | 2019-11-27 | 2020-02-21 | 赵孝民 | Shock isolation device for building |
| CN214784796U (en) * | 2021-01-13 | 2021-11-19 | 盛尔建设集团有限公司 | Anti-seismic profile steel structure fabricated building |
| CN215211492U (en) * | 2021-03-17 | 2021-12-17 | 中国建筑第二工程局有限公司 | Assembled building structure with antidetonation |
| CN215715953U (en) * | 2021-07-30 | 2022-02-01 | 广德辉鸿交通设施有限公司 | Anti-seismic building steel structure |
| CN217232298U (en) * | 2022-02-18 | 2022-08-19 | 领睿建设工程有限公司 | Building shock insulation structure |
| CN218323290U (en) * | 2022-07-03 | 2023-01-17 | 彭宣宣 | Building shock isolation device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN116290385A (en) | 2023-06-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107143072B (en) | Point supporting type PC wallboard connecting device | |
| CN111945881B (en) | Adjustable connecting joint for prefabricated building and construction method of adjustable connecting joint | |
| CN112049245A (en) | Fully-assembled prestressed concrete frame and construction method | |
| CN116290385B (en) | Earthquake-resistant steel structure assembled building | |
| CN216007908U (en) | Building structure beam slab reinforcing apparatus | |
| CN206859511U (en) | Prestressed girder combination beam | |
| CN110056104A (en) | A kind of component, wall and the construction method of modularization indoor partition | |
| CN211201238U (en) | Basement antidetonation reinforced structure | |
| CN212836049U (en) | Combined building wall connecting structure | |
| CN113123632B (en) | Reinforced structure of wind-resistant steel column and steel column comprising reinforced structure | |
| CN114033060A (en) | Height-adaptive inclined energy dissipation structure and application | |
| KR101165942B1 (en) | Seismic retrofit system and method of structures using the precasted earthquake-resistant composites of high-ductility | |
| CN215593661U (en) | High-precision anti-seismic bridge steel structure | |
| CN113323438A (en) | Building structure's reinforcement connecting device | |
| CN218952497U (en) | Concrete shear wall structure | |
| JP3777547B2 (en) | Seismic reinforcement structure | |
| CN218814350U (en) | Steel structure room easy to disassemble and assemble | |
| CN213741629U (en) | Pre-buried antidetonation support that wall body and heel post are connected | |
| CN212336385U (en) | Assembled building shock-absorbing structure | |
| CN212866429U (en) | Assembled building structure damping device | |
| CN220580183U (en) | Floating window clearance size control connection structure | |
| CN115059196B (en) | Be applied to green low carbon power consumption device in building movement joint | |
| CN220117461U (en) | Steel construction support that slides convenient to installation | |
| CN219732289U (en) | Anti-seismic assembled steel structure | |
| CN219411957U (en) | Steel construction reinforcing apparatus for architectural design |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |