CN110847407A - Steel construction building with shock resistance - Google Patents

Steel construction building with shock resistance Download PDF

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Publication number
CN110847407A
CN110847407A CN201911180009.4A CN201911180009A CN110847407A CN 110847407 A CN110847407 A CN 110847407A CN 201911180009 A CN201911180009 A CN 201911180009A CN 110847407 A CN110847407 A CN 110847407A
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CN
China
Prior art keywords
limiting
bottom side
rod
sandbox
connecting support
Prior art date
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Pending
Application number
CN201911180009.4A
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Chinese (zh)
Inventor
任玉英
欧忙
王志丹
马玉林
贾永凡
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Zhengzhou University of Industrial Technology
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Zhengzhou University of Industrial Technology
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Publication date
Application filed by Zhengzhou University of Industrial Technology filed Critical Zhengzhou University of Industrial Technology
Priority to CN201911180009.4A priority Critical patent/CN110847407A/en
Publication of CN110847407A publication Critical patent/CN110847407A/en
Pending legal-status Critical Current

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    • 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
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • 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)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The invention discloses a steel structure building with shock resistance, which relates to the field of steel structure buildings and comprises a building body, a supporting plate, a supporting structure and a shock absorption structure, wherein by arranging the shock absorption structure, a rubber pad is arranged at the bottom side of a sand box, and a shock absorption effect of a movable plate can be realized by the movable plate under the matching of an extrusion spring; through setting up bearing structure, can realize the outrigger to building body, after the top side production vibration of backup pad, under bearing structure's cooperation, can be when the absorbing outrigger backup pad, guarantee building body's outrigger.

Description

Steel construction building with shock resistance
Technical Field
The invention relates to the field of steel structure buildings, in particular to a steel structure building with shock resistance.
Background
The steel structure building is a novel building system, breaks through the industrial boundary lines among the house area industry, the building industry and the metallurgical industry, and is integrated into a new industrial system, namely the steel structure building system which is generally seen by people in the industry;
steel construction in use receives external vibrations easily and influences, and steel construction self shock resistance is relatively poor, and when the vibration that produces in the external world, can be direct produce vibrations to the steel construction, to the security performance production influence of building, can not guarantee the stable use of building, to above shortcoming, need design a steel construction building that has shock resistance.
Disclosure of Invention
The invention aims to provide a steel structure building with shock resistance, and solves the technical problems that the steel structure is poor in shock resistance and is easily influenced by shock.
The purpose of the invention can be realized by the following technical scheme:
a steel structure building with shock resistance comprises a building body, a support plate, a support structure and a shock absorption structure, wherein the building body is arranged on the top side of the support plate, the support structure is arranged on the bottom side of the support plate, and the shock absorption structure is arranged at the bottom of the support structure;
the damping structure comprises a contraction sand bag, a positioning rod, a movable plate, an extrusion spring, a sand box and a rubber pad, wherein the rubber pad is fixed at four corners of the bottom side of the sand box respectively, the positioning rod is vertically installed at four corners of the bottom side of an inner cavity of the sand box, rod holes are formed at four corners of the movable plate, the positioning rod vertically penetrates through the inside of the rod hole, the extrusion spring is sleeved on the outside of the positioning rod, the extrusion spring is located between the bottom side of the movable plate and the bottom side wall of the inner cavity of the sand box, and the contraction sand bag is arranged between the bottom side of the movable plate and the bottom side wall of the.
As a further scheme of the invention: the supporting structure comprises an upper connecting support, a first limiting insertion rod, a limiting cylinder, a limiting plate, a buffer spring, a second limiting insertion rod and a lower connecting support, the upper connecting support is fixed to the bottom side of the supporting plate through welding, the lower connecting support is fixed to the top side of the movable plate through welding, the top end of the first limiting insertion rod is installed inside the upper connecting support through the cooperation of the pin rods, the bottom end of the second limiting insertion rod is installed inside the lower connecting support through the cooperation of the pin rods, the limiting plate is sleeved outside the middle of the second limiting insertion rod outside the middle of the first limiting insertion rod, and the bottom end of the first limiting insertion rod and the top end of the second limiting insertion rod are respectively inserted into the upper end and the lower end of the limiting cylinder in a matched and inserted mode.
As a further scheme of the invention: and a plurality of groups of support structures are arranged between the bottom side of the support plate and the top side of the movable plate in an equidistant crossing manner.
As a further scheme of the invention: the interior of the contraction sandbag is saturated and filled with fine sand, and the middle positions of the upper side surface and the lower side surface of the contraction sandbag are respectively adhered to the middle position of the bottom side of the movable plate and the middle position of the bottom side wall of the inner cavity of the sandbox.
As a further scheme of the invention: buffer springs are respectively sleeved on the outer sides of the bottom ends of the first limiting insertion rods and the top ends of the second limiting insertion rods and are located between the limiting plates and the cylinder hole walls of the limiting cylinders.
The invention has the beneficial effects that: by arranging the damping structure and arranging the rubber pad at the bottom side of the sandbox, the damping effect of the movable plate can be realized under the matching of the extrusion spring, and meanwhile, fine sand is arranged in the contracted sandbag, so that when the bottom of the sandbox vibrates, the vibration amplitude and the vibration frequency can be reduced by contracting the fine sand in the sandbag, the vibration isolation effect is achieved, the stability of the building body is ensured, the vibration to the building body is reduced, the anti-seismic effect is achieved, and the stable framework of the building body can be ensured; through setting up bearing structure, can realize the outrigger to building body, after the top side production vibration of backup pad, under bearing structure's cooperation, can be when the absorbing outrigger backup pad, guarantee building body's outrigger.
Drawings
In order to facilitate understanding for those skilled in the art, the present invention will be further described with reference to the accompanying drawings.
FIG. 1 is an overall elevational view of the present invention;
FIG. 2 is a view of the support structure of the present invention;
FIG. 3 is a view of the shock absorbing structure of the present invention;
in the figure: 1. a building body; 2. a support plate; 3. a support structure; 4. a shock-absorbing structure; 31. the upper connecting support; 32. a first limit inserted link; 33. a limiting cylinder; 34. a limiting plate; 35. a buffer spring; 36. a second limit inserted link; 37. a lower connecting support; 41. contracting the sandbag; 42. positioning a rod; 43. a movable plate; 44. a compression spring; 45. a sandbox; 46. and (7) a rubber pad.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the following embodiments, and it should be understood 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.
As shown in fig. 1-3, a steel structure building with earthquake resistance comprises a building body 1, a supporting plate 2, a supporting structure 3 and a shock-absorbing structure 4, wherein the building body 1 is arranged at the top side of the supporting plate 2, the supporting structure 3 is arranged at the bottom side of the supporting plate 2, and the shock-absorbing structure 4 is arranged at the bottom of the supporting structure 3;
the damping structure 4 comprises a contracting sandbag 41, a positioning rod 42, a movable plate 43, an extrusion spring 44, a sandbox 45 and rubber pads 46, the rubber pads 46 are fixed at four corners of the bottom side of the sandbox 45 respectively, the positioning rod 42 is vertically installed at four corners of the bottom side of an inner cavity of the sandbox 45, rod holes are formed at four corners of the movable plate 43, the positioning rod 42 vertically penetrates through the rod holes, the extrusion spring 44 is sleeved outside the positioning rod 42, the extrusion spring 44 is located between the bottom side of the movable plate 43 and the bottom side wall of the inner cavity of the sandbox 45, and the contracting sandbag 41 is arranged between the bottom side of the movable plate 43 and the bottom side wall of the;
the supporting structure 3 comprises an upper connecting support 31, a first limiting inserted rod 32, a limiting cylinder 33, a limiting plate 34, a buffer spring 35, a second limiting inserted rod 36 and a lower connecting support 37, the upper connecting support 31 is fixed on the bottom side of the supporting plate 2 through welding, the lower connecting support 37 is fixed on the top side of the movable plate 43 through welding, the top end of the first limiting inserted rod 32 is installed inside the upper connecting support 31 through a pin rod in a matching manner, the bottom end of the second limiting inserted rod 36 is installed inside the lower connecting support 37 through a pin rod in a matching manner, the limiting plates 34 are respectively sleeved outside the middle part of the second limiting inserted rod 36 outside the middle part of the first limiting inserted rod 32, and the bottom end of the first limiting inserted rod 32 and the top end of the second limiting inserted rod 36 are respectively inserted inside the upper end and the lower end of the limiting cylinder 33 in a;
a plurality of groups of supporting structures 3 are arranged between the bottom side of the supporting plate 2 and the top side of the movable plate 43 in an equidistant crossing manner, and can be matched in a plurality of groups to realize a stable supporting effect;
the interior of the contracted sandbag 41 is saturated and filled with fine sand, the middle positions of the upper side surface and the lower side surface of the contracted sandbag 41 are respectively stuck to the middle position of the bottom side of the movable plate 43 and the middle position of the bottom side wall of the inner cavity of the sandbox 45, and positioning and shock absorption can be realized;
buffer spring 35 has been cup jointed respectively in the bottom outside of first spacing inserted bar 32 and the top outside of the spacing inserted bar 36 of second, and buffer spring 35 is located between the section of thick bamboo bore wall of limiting plate 34 and spacing section of thick bamboo 33, can stabilize spacing.
The working principle of the invention is as follows: when in shock absorption, the rubber pad 46 is arranged at the bottom side of the sand box 45, the movable plate 43 can realize the shock absorption effect of the movable plate 43 under the matching of the extrusion spring 44, meanwhile, the fine sand is arranged inside the contracted sand bag 41, when the bottom of the sand box 45 generates vibration, the vibration amplitude can be reduced, the vibration frequency can be reduced, the effect of isolating the vibration can be achieved through the fine sand inside the contracted sand bag 41, the stability of the building body 1 is ensured, the vibration to the building body 1 is reduced, the anti-vibration effect can be achieved, the stable framework of the building body 1 can be ensured, the supporting structure 3 is arranged between the bottom side of the supporting plate 2 and the movable plate 43, after the top side of the supporting plate 2 generates vibration, the vibration buffering to the top side of the building body 1 can be realized under the matching of the bottom end of the first limit inserting rod 32 and the top end of the second limit inserting rod 36 under the limiting cylinder 33, under the matching and fixing of the upper connecting support 31, can realize the outrigger to building body 1, after the top side of backup pad 2 produced the vibration, under bearing structure 3's cooperation, can be in the shock attenuation outrigger backup pad 2, guarantee building body 1's outrigger.
The preferred embodiments of the invention disclosed above are intended to be illustrative only. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and the practical application, to thereby enable others skilled in the art to best utilize the invention. The invention is limited only by the claims and their full scope and equivalents.

Claims (5)

1. A steel structure building with shock resistance is characterized by comprising a building body (1), a supporting plate (2), a supporting structure (3) and a shock absorption structure (4), wherein the building body (1) is arranged on the top side of the supporting plate (2), the supporting structure (3) is arranged on the bottom side of the supporting plate (2), and the shock absorption structure (4) is arranged on the bottom of the supporting structure (3);
shock-absorbing structure (4) are including contracting sand bag (41), locating lever (42), fly leaf (43), extrusion spring (44), sandbox (45) and rubber pad (46), the bottom side four corners of sandbox (45) are fixed with rubber pad (46) respectively, the vertical locating lever (42) of installing in inner chamber bottom side four corners department of sandbox (45), the pole hole has been seted up in the four corners department of fly leaf (43), locating lever (42) is vertical to run through the inside in pole hole, extrusion spring (44) cup joint the outside at locating lever (42), extrusion spring (44) are located between the bottom side of fly leaf (43) and the inner chamber bottom side wall of sandbox (45), shrink sand bag (41) set up between the bottom side of fly leaf (43) and the inner chamber bottom side wall of sandbox (45).
2. The steel structure building with the earthquake resistance according to claim 1, wherein the supporting structure (3) comprises an upper connecting support (31), a first limiting inserted rod (32), a limiting cylinder (33), a limiting plate (34), a buffer spring (35), a second limiting inserted rod (36) and a lower connecting support (37), the upper connecting support (31) is fixed on the bottom side of the supporting plate (2) through welding, the lower connecting support (37) is fixed on the top side of the movable plate (43) through welding, the top end of the first limiting inserted rod (32) is installed inside the upper connecting support (31) through a pin rod in a matching manner, the bottom end of the second limiting inserted rod (36) is installed inside the lower connecting support (37) through a pin rod in a matching manner, and the limiting plate (34) is respectively sleeved outside the middle part of the second limiting inserted rod (36) outside the middle part of the first limiting inserted rod (32), the bottom end of the first limiting insertion rod (32) and the top end of the second limiting insertion rod (36) are respectively matched and inserted into the upper end and the lower end of the limiting cylinder (33).
3. An earthquake-resistant steel structure building according to claim 1, characterized in that a plurality of groups of said supporting structures (3) are arranged at equal intervals crosswise between the bottom side of said supporting plate (2) and the top side of said movable plate (43).
4. An earthquake-resistant steel structure building according to claim 1, wherein the interior of the contraction sandbag (41) is saturated and filled with fine sand, and the middle positions of the upper side surface and the lower side surface of the contraction sandbag (41) are respectively stuck to the middle position of the bottom side of the movable plate (43) and the middle position of the bottom side wall of the inner cavity of the sandbox (45).
5. An earthquake-resistant steel structure building according to claim 1, wherein a buffer spring (35) is sleeved on the outer side of the bottom end of the first limiting inserted rod (32) and the outer side of the top end of the second limiting inserted rod (36), and the buffer spring (35) is located between the limiting plate (34) and the wall of the hole of the limiting barrel (33).
CN201911180009.4A 2019-11-27 2019-11-27 Steel construction building with shock resistance Pending CN110847407A (en)

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Application Number Priority Date Filing Date Title
CN201911180009.4A CN110847407A (en) 2019-11-27 2019-11-27 Steel construction building with shock resistance

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Application Number Priority Date Filing Date Title
CN201911180009.4A CN110847407A (en) 2019-11-27 2019-11-27 Steel construction building with shock resistance

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CN110847407A true CN110847407A (en) 2020-02-28

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113818740A (en) * 2021-11-01 2021-12-21 赣州博泰钢结构工程有限公司 Steel structure with good damping effect for construction building and use method thereof
CN117536341A (en) * 2024-01-08 2024-02-09 山东泰翔钢结构工程有限公司 Steel construction earthquake-resistant structure for construction

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3748800A (en) * 1971-04-22 1973-07-31 R Glicksberg Earthquake-insulation foundations
JP2003206648A (en) * 2002-01-11 2003-07-25 Yoshio Suzuki Seismic isolation device for wooden house
CN204690804U (en) * 2015-05-21 2015-10-07 河南城建学院 A kind of seismic energy dissipation structure
CN106285148A (en) * 2016-10-17 2017-01-04 安徽信泽科技有限公司 A kind of pull bar guide type helical spring three-dimensional shock isolation support
CN206034676U (en) * 2016-08-19 2017-03-22 山东经典重工集团股份有限公司 Shock attenuation antidetonation profiled steel structure
CN207620474U (en) * 2017-10-09 2018-07-17 江西益丰建设有限公司 A kind of earthquake-proof board room structure
CN108867351A (en) * 2018-08-30 2018-11-23 惠州市丰源钢结构有限公司 A kind of steel structure bridge damping base and preparation method thereof
CN209482371U (en) * 2019-01-03 2019-10-11 吴国建 A kind of building engineering structure that damping is taken precautions against natural calamities
CN110344635A (en) * 2019-08-01 2019-10-18 田春海 A kind of earthquake-resistant structure steel construction

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3748800A (en) * 1971-04-22 1973-07-31 R Glicksberg Earthquake-insulation foundations
JP2003206648A (en) * 2002-01-11 2003-07-25 Yoshio Suzuki Seismic isolation device for wooden house
CN204690804U (en) * 2015-05-21 2015-10-07 河南城建学院 A kind of seismic energy dissipation structure
CN206034676U (en) * 2016-08-19 2017-03-22 山东经典重工集团股份有限公司 Shock attenuation antidetonation profiled steel structure
CN106285148A (en) * 2016-10-17 2017-01-04 安徽信泽科技有限公司 A kind of pull bar guide type helical spring three-dimensional shock isolation support
CN207620474U (en) * 2017-10-09 2018-07-17 江西益丰建设有限公司 A kind of earthquake-proof board room structure
CN108867351A (en) * 2018-08-30 2018-11-23 惠州市丰源钢结构有限公司 A kind of steel structure bridge damping base and preparation method thereof
CN209482371U (en) * 2019-01-03 2019-10-11 吴国建 A kind of building engineering structure that damping is taken precautions against natural calamities
CN110344635A (en) * 2019-08-01 2019-10-18 田春海 A kind of earthquake-resistant structure steel construction

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113818740A (en) * 2021-11-01 2021-12-21 赣州博泰钢结构工程有限公司 Steel structure with good damping effect for construction building and use method thereof
CN117536341A (en) * 2024-01-08 2024-02-09 山东泰翔钢结构工程有限公司 Steel construction earthquake-resistant structure for construction
CN117536341B (en) * 2024-01-08 2024-03-12 山东泰翔钢结构工程有限公司 Steel construction earthquake-resistant structure for construction

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Application publication date: 20200228