WO2017067115A1 - Acier moulé absorbant les chocs pour génie du bâtiment - Google Patents

Acier moulé absorbant les chocs pour génie du bâtiment Download PDF

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Publication number
WO2017067115A1
WO2017067115A1 PCT/CN2016/072284 CN2016072284W WO2017067115A1 WO 2017067115 A1 WO2017067115 A1 WO 2017067115A1 CN 2016072284 W CN2016072284 W CN 2016072284W WO 2017067115 A1 WO2017067115 A1 WO 2017067115A1
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WO
WIPO (PCT)
Prior art keywords
column
shock
steel casting
buffer
groove
Prior art date
Application number
PCT/CN2016/072284
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English (en)
Chinese (zh)
Inventor
苏文藏
Original Assignee
苏文藏
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.)
Filing date
Publication date
Application filed by 苏文藏 filed Critical 苏文藏
Publication of WO2017067115A1 publication Critical patent/WO2017067115A1/fr

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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
    • E04B1/62—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

Definitions

  • the utility model relates to a building steel casting, in particular to a shockproof buffer steel casting for building engineering.
  • the utility model provides a shockproof buffer steel casting for construction engineering.
  • a shock-absorbing cushion steel casting for building engineering comprising: a first column, a second column, a base and a beam; the base and the beam are respectively provided with two grooves, the groove and Matching the upper and lower ends of the first upright and the second upright, the first upright and the second upright are vertically supported and parallel to each other, the first upright and the second Upper and lower ends of the column are respectively disposed in the groove, the groove and the a filler is disposed in a gap between the first column and the second column; a buffer groove is disposed on an inner side of the first column and the second column, and a buffer block is disposed in the buffer groove, The upper and lower ends of the buffer block are respectively fixedly connected to the upper wall and the lower wall of the buffer groove by elastic means, and the side surface of the buffer block is fixedly connected to the side wall of the buffer groove by a spring, and the two buffer blocks are The connection is fixed by a connecting rod.
  • the elastic device is an elastic spacer.
  • the elastic device is a spring.
  • first upright and the second upright are made of a rigid material.
  • the filler is a viscous material.
  • the inner wall of the groove has a circular arc shape.
  • the upper and lower end faces of the first column and the second column are arc-shaped.
  • the sidewall of the buffer tank has a circular arc shape.
  • the side surface of the buffer block has a circular arc shape.
  • the utility model has the advantages that the structure of the utility model is firm and not easy to be damaged; in the case of encountering an earthquake, the overall cooperation of the respective concave and convex structures can make the whole buffering effect, shockproof,
  • the seismic capacity is significantly improved compared with the prior art structure; the mutual matching of the circular arc structures also increases the overall buffering capacity, and also increases the buffering angle of the steel casting itself during vibration.
  • Figure 1 is a schematic view of the structure of the present invention.
  • a shockproof buffer steel casting for construction engineering includes a first column 1, a second column 2, a base 4 and a beam 3.
  • the first upright 1 and the second upright 2 are made of a rigid material.
  • Two grooves 5 are respectively formed on the base 4 and the beam 3, and the groove 5 is matched with the upper and lower ends of the first column 1 and the second column 2, and the first column 1 and the second column 2 are vertically supported and two The upper and lower ends of the first column 1 and the second column 2 are respectively disposed in the groove 5, and the gap between the groove 5 and the first column 1 and the second column 2 is provided with a filler 6
  • the filler 6 is a viscous material.
  • the inner side of the first column 1 and the second column 2 are respectively provided with a buffer groove (not shown), and a buffer block 7 is disposed in the buffer groove.
  • the upper and lower ends of the buffer block 7 respectively pass through the elastic device 9 and the upper wall of the buffer groove.
  • the bottom side of the buffer block 7 is fixedly connected to the side wall of the buffer tank by the spring 10, and the two buffer blocks 7 are fixedly connected by the connecting rod 8.
  • the resilient means 9 are resilient blocks or springs.
  • the inner wall of the groove 5 has a circular arc shape, and at the same time, the upper and lower end faces of the first column 1 and the second column 2 have a circular arc shape.
  • the first column 1 and the second column 2 have a wider range of motion in the horizontal direction by the mutual cooperation of the uneven structures.
  • the side wall of the buffer tank has a circular arc shape
  • the side surface of the buffer block 7 also has a circular arc shape.
  • the interaction of the bumper structure 7 is made wider by the mutual cooperation of the uneven structures.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Dampers (AREA)

Abstract

Cette invention concerne un acier moulé absorbant les chocs pour génie du bâtiment, comprenant : une première colonne verticale (1), une seconde colonne verticale (2), une base (4), et une traverse (3). Deux fentes (5) sont ménagées sur chacune d'entre la base (4) et la traverse (3). Les extrémités supérieure et inférieure de la première colonne verticale (1) et de la seconde colonne verticale (2) sont respectivement disposées dans les fentes (5). Un espace entre la fente (5) et la première colonne verticale (1) et un espace entre la fente (5) et la seconde colonne verticale (2) sont remplis de charges (6). Des fentes d'amortissement sont respectivement ménagées sur les côtés internes de la première colonne verticale (1) et de la seconde colonne verticale (2). Des blocs d'amortissement (7) sont disposés à l'intérieur de fentes d'amortissement. Des extrémités supérieure et inférieure de chaque bloc d'amortissement (7) sont respectivement reliées à des parois supérieure et inférieure de la fente d'amortissement par des moyens élastiques (9). La surface latérale du bloc d'amortissement (7) est reliée à la paroi latérale de la fente d'amortissement au moyen d'un ressort (10). Deux blocs d'amortissement (7) sont solidarisés par une tige de liaison (8).
PCT/CN2016/072284 2015-10-21 2016-01-27 Acier moulé absorbant les chocs pour génie du bâtiment WO2017067115A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201520814369.6U CN205088814U (zh) 2015-10-21 2015-10-21 一种建筑工程用防震缓冲钢铸件
CN201520814369.6 2015-10-21

Publications (1)

Publication Number Publication Date
WO2017067115A1 true WO2017067115A1 (fr) 2017-04-27

Family

ID=55479515

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2016/072284 WO2017067115A1 (fr) 2015-10-21 2016-01-27 Acier moulé absorbant les chocs pour génie du bâtiment

Country Status (2)

Country Link
CN (1) CN205088814U (fr)
WO (1) WO2017067115A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107577298A (zh) * 2017-10-12 2018-01-12 钦州学院 一种带有减震装置的计算机主机箱
CN107875723A (zh) * 2017-12-29 2018-04-06 无锡市内河装卸机械有限公司 一种降噪的盘式真空过滤机
CN113445620A (zh) * 2020-03-26 2021-09-28 中建二局第一建筑工程有限公司 一种新型土木建筑工程用建筑框架结构
CN115182503A (zh) * 2022-08-29 2022-10-14 福建江夏学院 一种装配式建筑用预制减震构件及施工方法

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111779012B (zh) * 2020-07-08 2021-11-16 深圳市丰怡国际建筑设计有限公司 一种装配式地基结构
CN115126170A (zh) * 2022-06-25 2022-09-30 山西省建筑设计研究院有限公司 一种抗震楼梯

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3955601B2 (ja) * 2005-01-28 2007-08-08 東日本旅客鉄道株式会社 建築物及び建築物の施工方法
CN101624847A (zh) * 2008-07-10 2010-01-13 罗大威 抗地震建筑物弹性构件
CN201679109U (zh) * 2010-03-20 2010-12-22 郑州张氏防震抗震科技有限公司 一种缓冲防震装置
JP4999216B1 (ja) * 2012-04-10 2012-08-15 株式会社東武防災建設 耐震避難室用基礎ブロック
CN104405055A (zh) * 2014-11-12 2015-03-11 天津宇畅地震工程技术有限公司 一种建筑物抗震减震装置
CN204325901U (zh) * 2014-12-18 2015-05-13 张宇 一种桥梁减震装置
CN104929271A (zh) * 2015-05-12 2015-09-23 郑州大学 一种多功能防屈曲耗能组合墙及安装方法

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3955601B2 (ja) * 2005-01-28 2007-08-08 東日本旅客鉄道株式会社 建築物及び建築物の施工方法
CN101624847A (zh) * 2008-07-10 2010-01-13 罗大威 抗地震建筑物弹性构件
CN201679109U (zh) * 2010-03-20 2010-12-22 郑州张氏防震抗震科技有限公司 一种缓冲防震装置
JP4999216B1 (ja) * 2012-04-10 2012-08-15 株式会社東武防災建設 耐震避難室用基礎ブロック
CN104405055A (zh) * 2014-11-12 2015-03-11 天津宇畅地震工程技术有限公司 一种建筑物抗震减震装置
CN204325901U (zh) * 2014-12-18 2015-05-13 张宇 一种桥梁减震装置
CN104929271A (zh) * 2015-05-12 2015-09-23 郑州大学 一种多功能防屈曲耗能组合墙及安装方法

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107577298A (zh) * 2017-10-12 2018-01-12 钦州学院 一种带有减震装置的计算机主机箱
CN107577298B (zh) * 2017-10-12 2023-09-12 钦州学院 一种带有减震装置的计算机主机箱
CN107875723A (zh) * 2017-12-29 2018-04-06 无锡市内河装卸机械有限公司 一种降噪的盘式真空过滤机
CN113445620A (zh) * 2020-03-26 2021-09-28 中建二局第一建筑工程有限公司 一种新型土木建筑工程用建筑框架结构
CN113445620B (zh) * 2020-03-26 2022-05-20 中建二局第一建筑工程有限公司 一种新型土木建筑工程用建筑框架结构
CN115182503A (zh) * 2022-08-29 2022-10-14 福建江夏学院 一种装配式建筑用预制减震构件及施工方法
CN115182503B (zh) * 2022-08-29 2023-05-23 福建江夏学院 一种装配式建筑用预制减震构件及施工方法

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