CN112554341A - Steel construction of antidetonation anti-shake - Google Patents

Steel construction of antidetonation anti-shake Download PDF

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Publication number
CN112554341A
CN112554341A CN202011589772.5A CN202011589772A CN112554341A CN 112554341 A CN112554341 A CN 112554341A CN 202011589772 A CN202011589772 A CN 202011589772A CN 112554341 A CN112554341 A CN 112554341A
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CN
China
Prior art keywords
sliding
fixedly connected
spring
fixation clamp
placing groove
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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.)
Pending
Application number
CN202011589772.5A
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Chinese (zh)
Inventor
夏峰
夏猛
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Anhui Jinhe Xin Steel Structure Co ltd
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Anhui Jinhe Xin Steel Structure Co ltd
Priority date (The priority date 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 date listed.)
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Publication date
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Priority to CN202011589772.5A priority Critical patent/CN112554341A/en
Publication of CN112554341A publication Critical patent/CN112554341A/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
    • E04B1/18Structures 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
    • E04B1/2403Connection details of the elongated load-supporting parts
    • 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
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • 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

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

Abstract

The invention belongs to the technical field of steel structures, and relates to an anti-seismic and anti-shake steel structure which comprises a base, wherein a placing groove and a first sliding groove are formed in the base, the placing groove and the first sliding groove are mutually communicated, a sliding rod is fixedly connected in the placing groove, sliding sleeves are connected on the sliding rod in a sliding manner, the number of the sliding sleeves is two, and vertical beams are arranged in the placing groove. Its beneficial effect is, this steel construction of antidetonation anti-shake, through the connecting rod, first spring, the slide bar, the sliding sleeve, the combined action of sliding plate and first spout etc. has played the effect of buffering, under the combined action of adjusting the pole, first slider, the second slider, second spring and third spring, the crashworthiness of horizontal pole and montant has been improved, under first fixation clamp, the second fixation clamp, first fixed tooth, the fixed tooth of second and second fixing bolt's combined action, can be in the same place crossbeam and the stable fixing of perpendicular roof beam.

Description

Steel construction of antidetonation anti-shake
Technical Field
The invention belongs to the technical field of steel structures, and particularly relates to an anti-seismic and anti-shaking steel structure.
Background
The traditional steel structure has the advantages of high strength, light dead weight, good earthquake resistance, high construction speed, foundation expense saving, small occupied area, high industrialization degree, attractive appearance and the like, and compared with a concrete structure, the steel structure is environment-friendly, reusable and easy to industrialize.
When suffering disasters such as earthquake, the current steel construction, its crossbeam and perpendicular roof beam suffer crashworthiness than weak when colliding, and if when facilities such as big-arch shelter that arrange in the open space met typhoon, the shake appeared under vibrations easily in traditional steel construction, causes the smooth silk of structures such as screw to drop to lose structural stability and sufficient bearing capacity of itself.
Disclosure of Invention
To solve the problems set forth in the background art described above. The invention provides an anti-seismic and anti-shake steel structure, which solves the technical problems that shaking and inconvenient connection and unstable fixation of cross beams and vertical beams can occur due to vibration.
In order to achieve the purpose, the invention provides the following technical scheme: an anti-seismic and anti-shake steel structure comprises a base, wherein a placing groove and first sliding grooves are formed in the base, the placing groove and the first sliding grooves are communicated with each other, sliding rods are fixedly connected in the placing groove, sliding sleeves are connected on the sliding rods in a sliding mode, the number of the sliding sleeves is two, vertical beams are arranged in the placing groove, connecting rods are movably connected on the two sliding sleeves respectively, the other ends of the connecting rods are hinged to the vertical beams, sliding plates are fixedly connected to two sides of the vertical beams, the two sliding plates are respectively connected with the two first sliding grooves in a sliding mode, first springs are fixedly connected in the placing groove, the number of the first springs is multiple, the other ends of the first springs are fixedly connected to the vertical beams, a first fixing clamp is fixedly connected to one side of each vertical beam, a cross beam is arranged on the first fixing clamp, and first fixing teeth are fixedly connected to the bottom of the cross beam, the first fixing clamp is movably connected with the second fixing clamp, the first fixing clamp and the second fixing clamp are fixed through first fixing bolts, threaded holes are formed in the cross beam and the second fixing clamp, and the two threaded holes are connected with second fixing bolts in a threaded mode.
As a further scheme of the invention: the structure of crossbeam and perpendicular roof beam is the same, erect and seted up second spout and third spout on the roof beam, sliding connection has first slider and second slider in second spout and the third spout respectively.
As a further scheme of the invention: the adjusting rod is movably connected in the vertical beam, and two ends of the adjusting rod are movably connected to the first sliding block and the second sliding block respectively.
As a further scheme of the invention: and one side of the second sliding groove and one side of the third sliding groove are fixedly connected with a second spring and a third spring respectively.
As a further scheme of the invention: the other ends of the second spring and the second spring are respectively and fixedly connected to the first sliding block and the second sliding block.
Compared with the prior art, the invention has the beneficial effects that:
this steel construction of antidetonation anti-shake, through the connecting rod, first spring, the slide bar, the sliding sleeve, the combined action of sliding plate and first spout etc. has played the effect of buffering, under the combined action of adjusting the pole, first slider, the second slider, second spring and third spring, the crashworthiness of horizontal pole and montant has been improved, at first fixation clamp, the second fixation clamp, first fixed tooth, the fixed tooth of second and second fixing bolt's combined action, can be in the same place the crossbeam with erect the stable fixing of roof beam.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and not to limit the invention. In the drawings:
FIG. 1 is a schematic structural view of a front view cross section of the present invention;
FIG. 2 is an enlarged schematic view of FIG. 1 at A;
FIG. 3 is a schematic perspective view of the present invention;
in the figure: 1. erecting a beam; 2. a second spring; 3. a first slider; 4. adjusting a rod; 5. a third chute; 6. a second slider; 7. a third spring; 8. a second fixing clip; 9. a second fixing bolt; 10. a threaded hole; 11. a cross beam; 12. a base; 13. a first chute; 14. a sliding plate; 15. a slide bar; 16. a placement groove; 17. a sliding sleeve; 18. a connecting rod; 19. a first spring; 20. a first fixing clip; 21. a second chute; 22. a first fixing bolt; 23. second fixed teeth; 24. the first fixed teeth.
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.
Examples
Referring to fig. 1-3, the present invention provides the following technical solutions: an anti-seismic and anti-shake steel structure comprises a base 12, wherein a placing groove 16 and a first sliding groove 13 are formed in the base 12, the placing groove 16 is communicated with the first sliding groove 13, a sliding rod 15 is fixedly connected in the placing groove 16, sliding sleeves 17 are slidably connected on the sliding rod 15, two sliding sleeves 17 are arranged in the placing groove 16, a vertical beam 1 is arranged in the placing groove 16, connecting rods 18 are movably connected on the two sliding sleeves 17, the other ends of the connecting rods 18 are hinged on the vertical beam 1, sliding plates 14 are fixedly connected to two sides of the vertical beam 1, the two sliding plates 14 are respectively slidably connected with the two first sliding grooves 13, first springs 19 are fixedly connected in the placing groove 16, a plurality of first springs 19 are arranged, the other ends of the first springs 19 are fixedly connected on the vertical beam 1, and play a buffering role through the combined action of the connecting rods 18, the first springs 19, the sliding rods 15, the sliding sleeves 17, the sliding plates 14, the first sliding grooves 13, erect first fixation clamp 20 of one side fixedly connected with of roof beam 1, be provided with crossbeam 11 on the first fixation clamp 20, the first fixed tooth 24 of bottom fixedly connected with of crossbeam 11, second fixed tooth 23 has been seted up to the inner wall bottom of first fixation clamp 20, first fixed tooth 24 and the meshing of second fixed tooth 23, swing joint has second fixation clamp 8 on the first fixation clamp 20, first fixation clamp 20 and second fixation clamp 8 are fixed through first fixing bolt 22, threaded hole 10 has all been seted up on crossbeam 11 and the second fixation clamp 8, two threaded hole 10 female connection have second fixing bolt 9, under first fixation clamp 20, second fixation clamp 8, first fixed tooth 24, second fixed tooth 23 and second fixing bolt 9's combined action, can be in the same place crossbeam 11 with erect the stable fixing of roof beam 1.
Specifically, crossbeam 11 is the same with the structure of erecting roof beam 1, second spout 21 and third spout 5 have been seted up on erecting roof beam 1, sliding connection has first slider 3 and second slider 6 in second spout 21 and the third spout 5 respectively, it has regulation pole 4 to erect swing joint in the roof beam 1, the both ends of adjusting pole 4 swing joint respectively are on first slider 3 and second slider 6, one side of second spout 21 and third spout 5 is fixedly connected with second spring 2 and third spring 7 respectively, the other end of second spring 2 and second spring 2 is fixed connection respectively on first slider 3 and second slider 6, adjusting pole 4, first slider 3, second slider 6, under the combined action of second spring 2 and third spring 7, the crashworthiness of horizontal pole and montant has been improved.
The working principle of the invention is as follows:
s1, during buffering, the vertical beam 1 extrudes the connecting rod 18 and the first spring 19, meanwhile, the sliding sleeve 17 slides on the sliding rod 15, and under the action of resilience of the first spring 19, the buffering effect is achieved, the transverse beam 11 and the vertical beam 1 are fixed, the first fixing clamp 20 and the second fixing clamp 8 are separated, and the first fixing teeth 24 on the transverse beam 11 are meshed with the second fixing teeth 23 on the first fixing clamp 20;
s2, folding the second fixing clamp 8 and the first fixing clamp 20, fixing by using the first fixing bolt 22, and connecting the second fixing bolt 9 and the threaded hole 10 in a threaded manner, so that the cross beam 11 and the vertical beam 1 can be stably fixed together;
s3, when the external object impacts the cross beam 11 or the vertical beam 1, the wall of the cross beam 11 or the vertical beam 1 extrudes the adjusting rod 4, so that the adjusting rod 4 drives the first sliding block 3 and the second sliding block 6 to respectively extrude the second spring 2 and the third spring 7, and the buffering effect is achieved under the rebounding effect of the second spring 2 and the third spring 7.
Although embodiments of the present invention have been shown and described above, it should be understood that the above embodiments are illustrative and not restrictive, and that those skilled in the art may make changes, modifications, substitutions and alterations to the above embodiments without departing from the scope of the present invention.

Claims (5)

1. The utility model provides a steel construction of antidetonation anti-shake, includes base (12), its characterized in that: the base (12) is provided with a placing groove (16) and first sliding grooves (13), the placing groove (16) and the first sliding grooves (13) are communicated with each other, a sliding rod (15) is fixedly connected in the placing groove (16), sliding sleeves (17) are connected on the sliding rod (15) in a sliding manner, two sliding sleeves (17) are arranged in the placing groove (16), two sliding sleeves (17) are movably connected with a connecting rod (18), the other end of the connecting rod (18) is hinged on the vertical beam (1), sliding plates (14) are fixedly connected on two sides of the vertical beam (1), the two sliding plates (14) are respectively connected with the two first sliding grooves (13) in a sliding manner, first springs (19) are fixedly connected in the placing groove (16), the first springs (19) are multiple in number, and the other ends of the first springs (19) are fixedly connected on the vertical beam (1), erect first fixation clamp (20) of one side fixedly connected with of roof beam (1), be provided with crossbeam (11) on first fixation clamp (20), the first fixed tooth (24) of bottom fixedly connected with of crossbeam (11), second fixed tooth (23) have been seted up to the inner wall bottom of first fixation clamp (20), first fixed tooth (24) and the meshing of second fixed tooth (23), swing joint has second fixation clamp (8) on first fixation clamp (20), first fixation clamp (20) and second fixation clamp (8) are fixed through first fixing bolt (22), threaded hole (10) have all been seted up on crossbeam (11) and second fixation clamp (8), and two threaded hole (10) female connection have second fixing bolt (9).
2. An anti-seismic and anti-shake steel structure according to claim 1, characterized in that: crossbeam (11) and perpendicular roof beam (1) the same, erect and seted up second spout (21) and third spout (5) on roof beam (1), sliding connection has first slider (3) and second slider (6) respectively in second spout (21) and third spout (5).
3. An anti-seismic and anti-shake steel structure according to claim 2, characterized in that: the adjustable vertical beam is characterized in that an adjusting rod (4) is movably connected in the vertical beam (1), and two ends of the adjusting rod (4) are movably connected to the first sliding block (3) and the second sliding block (6) respectively.
4. An anti-seismic and anti-shake steel structure according to claim 2, characterized in that: one side of the second sliding groove (21) and one side of the third sliding groove (5) are fixedly connected with a second spring (2) and a third spring (7) respectively.
5. An anti-seismic and anti-shake steel structure according to claim 4, wherein: the other ends of the second spring (2) and the second spring (2) are respectively and fixedly connected to the first sliding block (3) and the second sliding block (6).
CN202011589772.5A 2020-12-29 2020-12-29 Steel construction of antidetonation anti-shake Pending CN112554341A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202011589772.5A CN112554341A (en) 2020-12-29 2020-12-29 Steel construction of antidetonation anti-shake

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Application Number Priority Date Filing Date Title
CN202011589772.5A CN112554341A (en) 2020-12-29 2020-12-29 Steel construction of antidetonation anti-shake

Publications (1)

Publication Number Publication Date
CN112554341A true CN112554341A (en) 2021-03-26

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Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003206648A (en) * 2002-01-11 2003-07-25 Yoshio Suzuki Seismic isolation device for wooden house
KR101393102B1 (en) * 2012-12-03 2014-05-09 (주)원에스티 Supporting device for preventing earthquake and equipment to preventing earthquake using the same
US20180002913A1 (en) * 2016-07-01 2018-01-04 Senqcia Corporation Connection structure of column and beam and method for connecting column and beam
CN207228326U (en) * 2017-09-19 2018-04-13 李维康 A kind of strong antidetonation formed steel construction
CN208535072U (en) * 2018-12-19 2019-02-22 光山县四方植物油有限公司 A kind of vegetable oil production miscella circulating pump quake-proof seat
CN208668697U (en) * 2018-06-27 2019-03-29 江苏二八建设有限公司 A kind of building curtain wall support construction
CN209653439U (en) * 2019-01-07 2019-11-19 湖北鸿地重工科技有限公司 A kind of fixation device for steelframe structure
CN110512516A (en) * 2019-08-15 2019-11-29 南昌大学 A kind of M-shaped retractable buffering anti-collision guardrail suitable for bridges and construction method thereof
CN210947170U (en) * 2019-10-08 2020-07-07 江西达成钢结构有限公司 I-shaped steel structure supporting seat with good anti-seismic effect
CN211113180U (en) * 2019-10-10 2020-07-28 山西建筑工程集团有限公司 Anti-collision guardrail for highway bridge
CN111648473A (en) * 2020-07-06 2020-09-11 寇引霞 a high-strength steel structure
CN211472872U (en) * 2019-09-18 2020-09-11 辽宁海博建设集团有限公司 Shockproof steel structure connecting device
CN211624565U (en) * 2019-11-19 2020-10-02 青岛鸿亿达广通电气成套设备有限公司 Locking piece for assembling anti-seismic support frame
CN211873305U (en) * 2020-01-13 2020-11-06 孙秀芬 Shock attenuation disaster prevention's building engineering structure
CN212153703U (en) * 2020-03-05 2020-12-15 佳雅(肇庆)钢结构有限公司 Steel construction of antidetonation anti-shake

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003206648A (en) * 2002-01-11 2003-07-25 Yoshio Suzuki Seismic isolation device for wooden house
KR101393102B1 (en) * 2012-12-03 2014-05-09 (주)원에스티 Supporting device for preventing earthquake and equipment to preventing earthquake using the same
US20180002913A1 (en) * 2016-07-01 2018-01-04 Senqcia Corporation Connection structure of column and beam and method for connecting column and beam
CN207228326U (en) * 2017-09-19 2018-04-13 李维康 A kind of strong antidetonation formed steel construction
CN208668697U (en) * 2018-06-27 2019-03-29 江苏二八建设有限公司 A kind of building curtain wall support construction
CN208535072U (en) * 2018-12-19 2019-02-22 光山县四方植物油有限公司 A kind of vegetable oil production miscella circulating pump quake-proof seat
CN209653439U (en) * 2019-01-07 2019-11-19 湖北鸿地重工科技有限公司 A kind of fixation device for steelframe structure
CN110512516A (en) * 2019-08-15 2019-11-29 南昌大学 A kind of M-shaped retractable buffering anti-collision guardrail suitable for bridges and construction method thereof
CN211472872U (en) * 2019-09-18 2020-09-11 辽宁海博建设集团有限公司 Shockproof steel structure connecting device
CN210947170U (en) * 2019-10-08 2020-07-07 江西达成钢结构有限公司 I-shaped steel structure supporting seat with good anti-seismic effect
CN211113180U (en) * 2019-10-10 2020-07-28 山西建筑工程集团有限公司 Anti-collision guardrail for highway bridge
CN211624565U (en) * 2019-11-19 2020-10-02 青岛鸿亿达广通电气成套设备有限公司 Locking piece for assembling anti-seismic support frame
CN211873305U (en) * 2020-01-13 2020-11-06 孙秀芬 Shock attenuation disaster prevention's building engineering structure
CN212153703U (en) * 2020-03-05 2020-12-15 佳雅(肇庆)钢结构有限公司 Steel construction of antidetonation anti-shake
CN111648473A (en) * 2020-07-06 2020-09-11 寇引霞 a high-strength steel structure

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Application publication date: 20210326

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