CN113969687A - Steel assembly house with shock attenuation effect - Google Patents

Steel assembly house with shock attenuation effect Download PDF

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Publication number
CN113969687A
CN113969687A CN202111429490.3A CN202111429490A CN113969687A CN 113969687 A CN113969687 A CN 113969687A CN 202111429490 A CN202111429490 A CN 202111429490A CN 113969687 A CN113969687 A CN 113969687A
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CN
China
Prior art keywords
spring
plate
side wall
wall
fixedly connected
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Pending
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CN202111429490.3A
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Chinese (zh)
Inventor
刘自松
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Hunan Jiasheng Residential Construction Technology Co ltd
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Hunan Jiasheng Residential Construction Technology Co ltd
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Priority to CN202111429490.3A priority Critical patent/CN113969687A/en
Publication of CN113969687A publication Critical patent/CN113969687A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, 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
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, 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
    • E04H9/024Structures with steel columns and beams

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The invention discloses a steel assembly type house with a damping effect, which belongs to the technical field of steel assembly type buildings and comprises a base, a first damping mechanism, a second damping mechanism and a third damping mechanism, wherein the top of the inner wall of the base is connected with a bottom plate in a sliding manner, upright posts are symmetrically welded on the left and right sides of the upper surface of the bottom plate, top beams are welded on the tops of the upright posts together, the first damping mechanism comprises a supporting plate, a first connecting plate, a containing groove, a limiting chute, a first spring, a first sliding plate, a first limiting pipe, a limiting post and a second spring, the supporting plate is symmetrically and vertically welded on the left and right ends of the lower surface of the bottom plate, the first connecting plate is horizontally welded at the bottom end of the side wall of the supporting plate, the containing grooves are symmetrically arranged on the left and right sides of the inner wall of the base, the side wall of the containing groove is provided with the limiting chute, the limiting chute is communicated with the inside of the base, compared with the prior art, the invention has novel structure, reasonable in design effectively improves the shock resistance, and the security performance is better.

Description

Steel assembly house with shock attenuation effect
Technical Field
The invention relates to the technical field of steel assembly type buildings, in particular to a steel assembly type house with a damping effect.
Background
The fabricated building of a steel structure is a steel structure building which is fabricated and connected by assembling steel structure components produced in a factory at a construction site. The steel structure has the characteristics of high strength, light dead weight, high construction speed, small structural member size and high industrialization degree, and simultaneously, the steel structure is a green and environment-friendly material which can be repeatedly utilized.
The existing steel assembly type house needs to have good shock resistance in order to ensure the safety of the existing steel assembly type house when in use, however, the shock resistance of the existing steel assembly type house is improved mostly by adopting springs for shock absorption, the structure is single, the shock absorption effect cannot well meet the use requirements of people, and therefore, the research and development of the steel assembly type house with the shock absorption effect are needed.
Disclosure of Invention
The invention aims to provide a steel assembly house with a shock absorption effect, the shock resistance of the bottom of the steel assembly house can be effectively improved through the matched use of the first shock absorption mechanism and the second shock absorption mechanism, the shock resistance of the top of the steel assembly house can be effectively improved through the matched use of the third shock absorption mechanism, compared with the prior art, the steel assembly house is novel in structure, reasonable in design, capable of effectively improving the shock resistance and better in safety performance, and the problems that most of the existing steel assembly house shock absorption improving modes in the background technology are realized through springs, the structure is single, and the shock absorption effect cannot well meet the use requirements of people are solved.
In order to achieve the purpose, the invention provides the following technical scheme: a steel assembly house with a damping effect comprises a base, a first damping mechanism, a second damping mechanism and a third damping mechanism, wherein the top of the inner wall of the base is slidably connected with a bottom plate, stand columns are symmetrically welded on the left and right sides of the upper surface of the bottom plate, top beams are welded on the top of the stand columns together, the first damping mechanism comprises a support plate, a first connecting plate, a containing groove, a limiting chute, a first spring, a first sliding plate, a first limiting pipe, a limiting column and a second spring, the support plate is symmetrically and vertically welded on the left and right ends of the lower surface of the bottom plate, the first connecting plate is horizontally welded at the bottom end of the side wall of the support plate, the containing groove is symmetrically arranged on the left and right sides of the inner wall of the base, the limiting chute is communicated with the inside of the base, the top and the bottom of the inner wall of the containing groove are fixedly connected with the first spring, and the opposite ends of the two first springs are fixedly connected with the first sliding plate together, first connecting plate is close to the one end level of holding tank and runs through spacing spout and the welding at first slide lateral wall, the both ends symmetrical welding has first spacing pipe about base inner wall bottom, the inside sliding connection of first spacing pipe has spacing post, the vertical welding in backup pad bottom in spacing capital end, first spacing pipe has the second spring with spacing post runs through jointly, second spring top fixed connection is in backup pad bottom, second spring bottom fixed connection is in base inner wall bottom.
Preferably, second damper includes bull stick, second connecting plate, the spacing pipe of second, connecting rod, second slide, spacing hole, third spring and fourth spring, base inner wall bottom left and right sides symmetry articulates there is the bull stick, bottom plate lower surface left and right sides symmetry articulates there is the bull stick, bull stick quantity is four, lies in the common fixedly connected with second connecting plate of the looks remote site of two bull sticks with one side, lies in the welding of left second connecting plate right side wall and has the spacing pipe of second, lies in the welding of the second connecting plate left side wall on right side and has the connecting rod.
Preferably, a second sliding plate is connected to the inside of the second limiting pipe in a sliding mode, a limiting hole is formed in the right side wall of the second limiting pipe, and the left end of the connecting rod penetrates through the limiting hole horizontally and is welded to the right side wall of the second sliding plate.
Preferably, the left side wall of the second sliding plate is fixedly connected with a third spring, and the left end of the third spring is fixedly connected with the right side wall of the second connecting plate on the left side.
Preferably, the right side wall of the second sliding plate is fixedly connected with a fourth spring, the right end of the fourth spring is fixedly connected to the right side of the inner wall of the second limiting pipe, and the connecting rod penetrates through the fourth spring.
Preferably, the third mechanism comprises a cross beam, a vertical beam, a three-way limiting pipe, a fixing plate, a fifth spring and a sixth spring, the cross beam is horizontally welded to the top end of the side wall of the upright column, and the vertical beam is vertically welded to the lower surface of the middle position of the top beam.
Preferably, the middle position of the bottom of the inner wall of the three-way limiting pipe is welded with a fixing plate, the left side wall and the right side wall of the fixing plate are symmetrically and fixedly connected with a fifth spring, the top of the fixing plate is fixedly connected with a sixth spring, the inner end of the cross beam horizontally extends into the three-way limiting pipe, and the bottom end of the vertical beam vertically extends into the three-way limiting pipe.
Preferably, the outer end of the fifth spring is fixedly connected with the inner end of the cross beam, and the top end of the sixth spring is fixedly connected with the bottom end of the vertical beam.
Compared with the prior art, the invention has the beneficial effects that: the shock resistance of the bottom of the invention can be effectively improved by the matched use of the first damping mechanism and the second damping mechanism, and the shock resistance of the top of the invention can be effectively improved by the matched use of the third damping mechanism.
Drawings
FIG. 1 is a structural cross-sectional view of the present invention;
FIG. 2 is a front view of the structure of the present invention;
FIG. 3 is a partial three-dimensional structural view of a second damping mechanism according to the present invention;
FIG. 4 is an enlarged view taken at A in FIG. 1;
FIG. 5 is an enlarged view of FIG. 1 at B;
fig. 6 is an enlarged view of fig. 1 at C.
In the figure: 100. a base; 110. accommodating grooves; 111. a limiting chute; 120. a first spring; 200. a base plate; 210. a support plate; 211. a first connecting plate; 300. a column; 400. a top beam; 500. a first slide plate; 600. a first limit tube; 610. a limiting column; 700. a second spring; 800. a rotating rod; 900. a second connecting plate; 910. a second limiting pipe; 911. a second slide plate; 912. a limiting hole; 920. a connecting rod; 1000. a third spring; 1100. a fourth spring; 1200. a cross beam; 1300. erecting a beam; 1400. a three-way limiting pipe; 1410. a fixing plate; 1500. a fifth spring; 1600. and a sixth spring.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The invention provides the following technical scheme: referring to fig. 1-6, a steel assembly house with shock absorption effect comprises a base 100, a first shock absorption mechanism, a second shock absorption mechanism and a third shock absorption mechanism, wherein a bottom plate 200 is slidably connected to the top of the inner wall of the base 100, so the bottom plate 200 can vertically move up and down inside the base 100, upright posts 300 are symmetrically welded on the upper surface of the bottom plate 200 left and right, top beams 400 are commonly welded on the top of the upright posts 300, the first shock absorption mechanism comprises a support plate 210, a first connecting plate 211, an accommodating groove 110, a limiting sliding groove 111, a first spring 120, a first sliding plate 500, a first limiting pipe 600, a limiting post 610 and a second spring 700, the support plate 210 is symmetrically and vertically welded on the left and right ends of the lower surface of the bottom plate 200, the first connecting plate 211 is horizontally welded on the bottom end of the side wall of the support plate 210, the accommodating grooves 110 are symmetrically arranged on the left and right sides of the inner wall of the base 100, the side wall of the accommodating groove 110 is provided with the limiting sliding groove 111, the limiting sliding groove 111 is communicated with the inside of the base 100, the top and the bottom of the inner wall of the accommodating groove 110 are fixedly connected with the first springs 120, the opposite ends of the two first springs 120 are fixedly connected with the first sliding plate 500 together, so that no matter the first sliding plate 500 moves up or down, the two first springs 120 are driven to generate elastic deformation, thereby generating elastic force, one end of the first connecting plate 211 close to the accommodating groove 110 horizontally penetrates through the limiting sliding groove 111 and is welded on the side wall of the first sliding plate 500, so that the first connecting plate 211 can drive the first sliding plate 500 to move up and down, and under the action of the limiting sliding groove 111, the first connecting plate 211 can only drive the first sliding plate 500 to vertically move up and down, the left and right ends of the bottom of the inner wall of the base 100 are symmetrically welded with first limiting pipes 600, the first limiting pipes 600 are connected with the limiting columns 610 in a sliding manner, the top ends of the limiting columns 610 are vertically welded at the bottom of the supporting plate 210, the first limiting pipes 600 and the limiting columns 610 are penetrated with the second springs 700 together, the top end of the second spring 700 is fixedly connected to the bottom of the supporting plate 210, the bottom end of the second spring 700 is fixedly connected to the bottom of the inner wall of the base 100, when the bottom plate 200 is vertically moved up and down by the vibration force, the supporting plate 210 can be driven to move up and down, thereby driving the limiting column 610 to move up and down inside the limiting tube 600, and when the supporting plate 210 moves up and down, the second spring 700 can be elastically deformed to generate elastic force, thereby buffering the vibration force received by the bottom plate 200, and when the supporting plate 210 moves up and down, the first sliding plate 500 can be driven to vertically move up and down in the accommodating groove 110 through the first connecting plate 211, when the first sliding plate 500 moves up and down, the two first springs 120 can be driven to elastically deform, thereby generating elastic force, thereby buffering the vibration force received by the bottom plate 200 again;
further, the second damping mechanism comprises a rotating rod 800, a second connecting plate 900, a second limiting pipe 910, a connecting rod 920, a second sliding plate 911, a limiting hole 912, a third spring 1000 and a fourth spring 1100, wherein the rotating rods 800 are symmetrically hinged on the left side and the right side of the bottom wall of the base 1, the rotating rods 800 are symmetrically hinged on the left side and the right side of the lower surface of the bottom plate 200, the number of the rotating rods 800 is four, so when the bottom plate 200 moves up and down under the vibration force, the rotating rods 800 can rotate, the opposite ends of the two rotating rods 800 positioned on the same side are fixedly connected with the second connecting plate 900 together, the right side wall of the second connecting plate 900 positioned on the left side is welded with the second limiting pipe 910, the left side wall of the second connecting plate 900 positioned on the right side is welded with the connecting rod 920, the inside of the second limiting pipe 910 is connected with the second sliding plate 911 in a sliding manner, the second sliding plate 911 can slide left and right in the second limiting pipe 910, the right side wall of the second limiting pipe 910 is provided with the limiting hole 912, the left end of the connecting rod 920 horizontally penetrates through the limiting hole 912 and is welded on the right side wall of the second sliding plate 911, the left side wall of the second sliding plate 911 is fixedly connected with a third spring 1000, the left end of the third spring 1000 is fixedly connected with the right side wall of the second connecting plate 900 positioned on the left side, the right side wall of the second sliding plate 911 is fixedly connected with a fourth spring 1100, the right end of the fourth spring 1100 is fixedly connected on the right side of the inner wall of the second limiting pipe 910, and the connecting rod 920 penetrates through the fourth spring 1100, so that when the bottom plate 200 is vertically moved up and down by the vibration force, the rotating rod 800 is driven to rotate, so that the two second connecting plates 900 are driven to relatively move or move in opposite directions, when the two second connecting plates 900 relatively move or move in opposite directions, the second sliding plate 911 is driven to slide left and right in the second limiting pipe 910 by the connecting rod 920, so that the third spring 1000 and the fourth spring 1100 are elastically deformed to generate elastic force, therefore, the vibration force applied to the bottom plate 200 is buffered, and in conclusion, the vibration force applied to the bottom plate 200 can be effectively resisted under the combined action of the first damping mechanism and the second damping mechanism, namely, the vibration force applied to the bottom can be effectively buffered;
further, the third mechanism comprises a cross beam 1200, a vertical beam 1300, a three-way limiting pipe 1400, a fixing plate 1410, a fifth spring 1500 and a sixth spring 1600, the cross beam 1200 is horizontally welded at the top end of the side wall of the upright post 300, the vertical beam 1300 is vertically welded at the lower surface of the middle position of the top beam 400, the fixing plate 1410 is welded at the middle position of the bottom of the inner wall of the three-way limiting pipe 1400, the fifth spring 1500 is symmetrically and fixedly connected with the left side wall and the right side wall of the fixing plate 1410, the sixth spring 1600 is fixedly connected with the top of the fixing plate 1410, the inner end of the cross beam 1200 horizontally extends into the three-way limiting pipe 1400, the bottom end of the vertical beam 1300 vertically extends into the three-way limiting pipe 1400, the outer end of the fifth spring 1500 is fixedly connected with the inner end of the cross beam 1200, and the top end of the sixth spring 1600 is fixedly connected with the bottom end of the vertical beam 1300, by the structure, when the top of the invention is shaken by the shaking force, the structure, the cross beam 1200 moves left and right, the fifth spring 1500 can be elastically deformed to generate elastic force, and when the vertical beam 1300 moves up and down, the sixth spring 1600 can be elastically deformed to generate elastic force, so that the vibration force applied to the top of the invention can be effectively buffered, the shaking amplitude of the top of the invention can be reduced, the stability of the top of the invention can be improved.
The working principle is as follows: when the bottom plate 200 is vertically moved up and down by the vibration force, the supporting plate 210 is driven to move up and down, thereby driving the position-limiting post 610 to move up and down inside the position-limiting pipe 600, and when the supporting plate 210 moves up and down, the second spring 700 is elastically deformed to generate elastic force, thereby buffering the vibration force received by the bottom plate 200, and when the supporting plate 210 moves up and down, the first sliding plate 500 is driven to vertically move up and down in the accommodating groove 110 by the first connecting plate 211, when the first sliding plate 500 moves up and down, the two first springs 120 are driven to elastically deform, thereby generating elastic force, thereby buffering the vibration force received by the bottom plate 200 again, when the bottom plate 200 vertically moves up and down by the vibration force, the rotating rod 800 is driven to rotate, thereby driving the two second connecting plates 900 to move relatively or move oppositely, when the two second connecting plates 900 move relatively or move oppositely, the connecting rod 920 drives the second sliding plate 911 to slide left and right in the second limiting pipe 910, and when the second sliding plate 911 slides left and right in the second limiting pipe 910, the third spring 1000 and the fourth spring 1100 are elastically deformed to generate elastic force, so as to buffer the vibration force applied to the bottom plate 200, to sum up, the vibration force applied to the bottom plate 200 can be effectively resisted under the combined action of the first damping mechanism and the second damping mechanism, that is, the vibration force applied to the bottom can be effectively buffered;
when the top of the invention is shaken by a vibration force, the transverse beam 1200 is driven to move left and right and the vertical beam 1300 is driven to move up and down, when the transverse beam 1200 moves left and right, the fifth spring 1500 can generate elastic deformation to generate elastic force, and when the vertical beam 1300 moves up and down, the sixth spring 1600 can generate elastic deformation to generate elastic force, so that the vibration force applied to the top of the invention can be effectively buffered, the shaking amplitude of the top of the invention is reduced, and the stability of the top of the invention is improved.
While the invention has been described above with reference to an embodiment, various modifications may be made and equivalents may be substituted for elements thereof without departing from the scope of the invention. In particular, the various features of the embodiments disclosed herein may be used in any combination, provided that there is no structural conflict, and the combinations are not exhaustively described in this specification merely for the sake of brevity and conservation of resources. Therefore, it is intended that the invention not be limited to the particular embodiments disclosed, but that the invention will include all embodiments falling within the scope of the appended claims.

Claims (8)

1. The utility model provides a steel assembled house with shock attenuation effect which characterized in that: the damping device comprises a base, a first damping mechanism, a second damping mechanism and a third damping mechanism, wherein the top of the inner wall of the base is slidably connected with a bottom plate, stand columns are symmetrically welded on the left and right sides of the upper surface of the bottom plate, top beams are welded on the top of the stand columns, the first damping mechanism comprises a support plate, a first connecting plate, a containing groove, a limiting chute, a first spring, a first sliding plate, a first limiting pipe, a limiting column and a second spring, the support plate is symmetrically and vertically welded on the left and right ends of the lower surface of the bottom plate, the first connecting plate is horizontally welded at the bottom end of the side wall of the support plate, the containing groove is symmetrically arranged on the left and right sides of the inner wall of the base, the containing groove side wall is provided with the limiting chute, the limiting chute is communicated with the inside of the base, the first spring is fixedly connected with the top and the bottom of the inner wall of the containing groove, the first sliding plate is fixedly connected with the first sliding plate at the opposite ends of the two first springs together, one end of the first connecting plate close to the containing groove horizontally penetrates through the limiting chute and is welded on the side wall of the first sliding plate, the welding of both ends symmetry has first spacing pipe about base inner wall bottom, first spacing intraduct sliding connection has spacing post spacing capital end vertical welding is in the backup pad bottom, first spacing pipe has run through the second spring with spacing post jointly, second spring top fixed connection is in the backup pad bottom, second spring bottom fixed connection is in base inner wall bottom.
2. The steel-fabricated building according to claim 1, wherein: second damper includes bull stick, second connecting plate, the spacing pipe of second, connecting rod, second slide, spacing hole, third spring and fourth spring, base inner wall bottom left and right sides symmetry articulates there is the bull stick, bottom plate lower surface left and right sides symmetry articulates there is the bull stick, bull stick quantity is four, lies in the common fixedly connected with second connecting plate of the looks remote site of two bull sticks with one side, lies in that the wall welding of left second connecting plate right side has the spacing pipe of second, and the welding of the second connecting plate left side wall that lies in the right side has the connecting rod.
3. The steel fabricated building according to claim 2, wherein: the inner side of the second limiting pipe is connected with a second sliding plate in a sliding mode, a limiting hole is formed in the right side wall of the second limiting pipe, and the left end of the connecting rod penetrates through the limiting hole horizontally and is welded to the right side wall of the second sliding plate.
4. The steel fabricated building according to claim 2, wherein: and the left side wall of the second sliding plate is fixedly connected with a third spring, and the left end of the third spring is fixedly connected with the right side wall of a second connecting plate positioned on the left side.
5. The steel fabricated building according to claim 2, wherein: the right side wall of the second sliding plate is fixedly connected with a fourth spring, the right end of the fourth spring is fixedly connected to the right side of the inner wall of the second limiting pipe, and the connecting rod penetrates through the fourth spring.
6. The steel-fabricated building according to claim 1, wherein: the third mechanism comprises a cross beam, a vertical beam, a three-way limiting pipe, a fixing plate, a fifth spring and a sixth spring, wherein the cross beam is horizontally welded at the top end of the side wall of the upright column, and the vertical beam is vertically welded on the lower surface of the middle position of the top beam.
7. The steel fabricated building according to claim 6, wherein: the fixed plate is welded at the middle position of the bottom of the inner wall of the three-way limiting pipe, the left side wall and the right side wall of the fixed plate are symmetrically and fixedly connected with a fifth spring, the top of the fixed plate is fixedly connected with a sixth spring, the inner end of the cross beam horizontally extends into the three-way limiting pipe, and the bottom end of the vertical beam vertically extends into the three-way limiting pipe.
8. The steel fabricated building according to claim 7, wherein: the outer end of the fifth spring is fixedly connected with the inner end of the cross beam, and the top end of the sixth spring is fixedly connected with the bottom end of the vertical beam.
CN202111429490.3A 2021-11-29 2021-11-29 Steel assembly house with shock attenuation effect Pending CN113969687A (en)

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CN202111429490.3A CN113969687A (en) 2021-11-29 2021-11-29 Steel assembly house with shock attenuation effect

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CN202111429490.3A CN113969687A (en) 2021-11-29 2021-11-29 Steel assembly house with shock attenuation effect

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CN113969687A true CN113969687A (en) 2022-01-25

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115075378A (en) * 2022-06-13 2022-09-20 冯柏德 Steel structure for earthquake-resistant building

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007138678A (en) * 2005-11-17 2007-06-07 Shigekazu Hanzawa Attenuation device
CN210421388U (en) * 2019-07-03 2020-04-28 福建同坤建设有限公司 Shock attenuation formula building house
CN211873305U (en) * 2020-01-13 2020-11-06 孙秀芬 Shock attenuation disaster prevention's building engineering structure
CN212248701U (en) * 2020-05-14 2020-12-29 江西中一建工集团有限公司 Assembled building anti-seismic foundation and building
CN213805815U (en) * 2020-08-26 2021-07-27 安徽金和鑫钢结构有限公司 Frame for steel structure house
CN214169488U (en) * 2020-12-31 2021-09-10 山东力加力钢结构有限公司 Assembled steel construction factory building support frame

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007138678A (en) * 2005-11-17 2007-06-07 Shigekazu Hanzawa Attenuation device
CN210421388U (en) * 2019-07-03 2020-04-28 福建同坤建设有限公司 Shock attenuation formula building house
CN211873305U (en) * 2020-01-13 2020-11-06 孙秀芬 Shock attenuation disaster prevention's building engineering structure
CN212248701U (en) * 2020-05-14 2020-12-29 江西中一建工集团有限公司 Assembled building anti-seismic foundation and building
CN213805815U (en) * 2020-08-26 2021-07-27 安徽金和鑫钢结构有限公司 Frame for steel structure house
CN214169488U (en) * 2020-12-31 2021-09-10 山东力加力钢结构有限公司 Assembled steel construction factory building support frame

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115075378A (en) * 2022-06-13 2022-09-20 冯柏德 Steel structure for earthquake-resistant building
CN115075378B (en) * 2022-06-13 2023-08-18 深圳市森润建筑工程有限公司 Steel structure for earthquake-resistant building

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