JP2009057738A - Vibration-proof structure of structure - Google Patents

Vibration-proof structure of structure Download PDF

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JP2009057738A
JP2009057738A JP2007225509A JP2007225509A JP2009057738A JP 2009057738 A JP2009057738 A JP 2009057738A JP 2007225509 A JP2007225509 A JP 2007225509A JP 2007225509 A JP2007225509 A JP 2007225509A JP 2009057738 A JP2009057738 A JP 2009057738A
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vibration
magnet
frame
structures
building
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Hideaki Takagaki
英明 高垣
Yukio Fujiwara
幸男 藤原
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JFE Engineering Corp
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JFE Engineering Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a vibration-proof structure of a structure interposed between two structures self-standing with the possibility of coming into contact with each other by the vibrations thereof as in a mechanical multistory parking garage in which parking garage steel frames self-stand inside a building skeleton, and properly preventing vibration from being transmitted between both structures normally and properly relieving the impact of collision between the structures in an earthquake. <P>SOLUTION: A magnet 21 and a magnet 22 are so attached to the vibration-proof bracket body 14 of the parking garage steel frame 11 and the building skeleton 10 as to rebel against each other, respectively. Normally, the gap D is secured between the building skeleton 10 and the vibration-proof bracket 13 by the repulsion of the magnet 21 and the magnet 22, and the vibration of the parking garage steel frame 11 is prevented from being transmitted to the building skeleton 10. In an earthquake, the magnet 21 is brought into contact with the magnet 22, and a stress is transmitted between the parking garage steel frame 11 and the building skeleton 10 while relieving the impact of the collision. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、ビルディングの内部に自立して機械式立体駐車場を設けた場合(ビルイン方式の機械式立体駐車場)等のような、隣接して自立する2つの構造体の間に介装されて、両構造体間での振動伝達を防止する構造体の防振構造に関するものである。   The present invention is interposed between two adjacent self-supporting structures, such as a case where a mechanical multistory parking lot is provided inside a building (a built-in mechanical multistory parking lot). The present invention relates to a vibration isolating structure for a structure that prevents vibration transmission between the two structures.

例えば、ビルディング(建築躯体)の内部に自立して機械式立体駐車場(鉄骨架構)を設けたビルイン方式の機械式立体駐車場においては、地震等の振動によって建築躯体と駐車場鉄骨架構が衝突した際の衝撃を緩和するために、衝突する可能性のある個所に防振部材(防振ブラケット)を組み込んでいる。   For example, in a built-in type mechanical multistory parking garage where a mechanical multistory parking lot (steel frame) is provided inside a building (architecture skeleton), the building slab and the parking lot steel frame collide due to vibration such as an earthquake. In order to mitigate the impact when the vibration is applied, a vibration isolating member (anti-vibration bracket) is incorporated in a place where there is a possibility of collision.

この防振ブラケットによる応力伝達機構は、地震時のみ駐車場鉄骨架構の防振ブラケットが建築躯体に接触するようにして、通常時は駐車場鉄骨架構の振動が建築躯体に伝達しないように、駐車場鉄骨架構の防振ブラケットと建築躯体との間に隙間を空けるようにしているのが一般的である(例えば、特許文献1参照)。   This anti-vibration bracket stress transmission mechanism allows the anti-vibration bracket of the parking lot steel frame to come into contact with the building frame only during an earthquake, and normally prevents the vibration of the parking frame steel frame from being transmitted to the building frame. In general, a gap is provided between the vibration-proof bracket of the car frame steel frame and the building frame (see, for example, Patent Document 1).

図3は、このような、ビルイン方式の機械式立体駐車場等の防振構造の一例を示すものであり、図3(a)は平面図、図3(b)は図3(a)におけるA−A矢視図、図3(c)は図3(b)におけるB−B矢視図である。   FIG. 3 shows an example of such an anti-vibration structure such as a built-in type mechanical multi-story parking lot. FIG. 3 (a) is a plan view, and FIG. 3 (b) is a plan view in FIG. AA arrow view and FIG.3 (c) are BB arrow views in FIG.3 (b).

図3に示すように、建築躯体10の内部に自立して駐車場鉄骨架構11が設置されており、建築躯体11に近接する駐車場鉄骨架構11の梁12の先端に防振ブラケット13が設けられている。防振ブラケット13は、梁12の先端に取り付けられた防振ブラケット本体14と、防振ブラケット本体14の建築躯体11と対面する個所に取り付けられた防振ゴム(衝突緩和ゴム)15を備えている。そして、建築躯体10と防振ブラケット13の間(すなわち、建築躯体10と防振ゴム15の間)は、所定の隙間δ(例えば、10mm〜15mm)が設けられている。   As shown in FIG. 3, a parking lot steel frame 11 is installed in a self-supporting manner inside the building frame 10, and a vibration isolation bracket 13 is provided at the tip of the beam 12 of the parking lot frame 11 adjacent to the building frame 11. It has been. The anti-vibration bracket 13 includes an anti-vibration bracket main body 14 attached to the tip of the beam 12 and an anti-vibration rubber (collision mitigation rubber) 15 attached to a location facing the building housing 11 of the anti-vibration bracket main body 14. Yes. A predetermined gap δ (for example, 10 mm to 15 mm) is provided between the building housing 10 and the vibration isolating bracket 13 (that is, between the building housing 10 and the vibration isolating rubber 15).

これにより、地震時には、建築躯体10と防振ブラケット13(防振ゴム15)が接触して、衝突の衝撃を緩和しながら駐車場鉄骨架構11と建築躯体10の間で応力が伝達するようにするとともに、通常時は、建築躯体10と防振ブラケット13(防振ゴム15)間の隙間δによって、駐車場鉄骨架構11の振動が建築躯体10に伝達しないようにしている。
特開平9−25736号公報
Thereby, at the time of an earthquake, the building housing 10 and the vibration-proof bracket 13 (vibration-proof rubber 15) are in contact so that stress is transmitted between the parking frame steel frame 11 and the building housing 10 while mitigating the impact of the collision. At the same time, the vibration of the parking lot steel frame 11 is prevented from being transmitted to the building frame 10 by the gap δ between the building frame 10 and the vibration isolation bracket 13 (vibration isolation rubber 15).
JP-A-9-25736

上記のように、駐車場鉄骨架構11の防振ブラケット13と建築躯体10との間に10mm〜15mm程度の隙間δを空けているが、従来、その隙間δを保持する機構が設けられていないことから、通常時でも、駐車場鉄骨架構11の揺れの程度によっては、防振ブラケット13と建築躯体10との隙間δを保持することが困難な場合がある。そのため、通常時に、防振ブラケット13が建築躯体10に接触して、駐車場鉄骨架構11の振動が建築躯体10に伝達することがある。   As described above, a gap δ of about 10 mm to 15 mm is provided between the vibration isolating bracket 13 of the parking lot steel frame 11 and the building frame 10, but conventionally, no mechanism for holding the gap δ is provided. Therefore, even during normal times, depending on the degree of shaking of the parking lot steel frame 11, it may be difficult to maintain the gap δ between the anti-vibration bracket 13 and the building frame 10. Therefore, the vibration-proof bracket 13 may contact the building housing 10 at normal times, and vibration of the parking lot steel frame 11 may be transmitted to the building housing 10.

本発明は、上記のような事情に鑑みてなされたものであり、ビルイン方式の機械式立体駐車場等のように、互いの振動によって接触する可能性を有して自立する2つの構造体の間に介装されて、通常時には、両構造体間の振動伝達を適切に防止するとともに、地震時には、両構造体間の衝突の衝撃を適切に緩和することができる構造体の防振構造を提供することを目的とするものである。   The present invention has been made in view of the circumstances as described above, and has two structures that can be brought into contact with each other by vibration, such as a built-in mechanical multilevel parking lot. An anti-vibration structure for a structure that is interposed between the two structures during normal operation and that can appropriately mitigate the impact of collision between the two structures during an earthquake. It is intended to provide.

上記課題を解決するために、本発明は以下の特徴を有する。   In order to solve the above problems, the present invention has the following features.

[1]互いの振動によって接触する可能性を有して自立する2つの構造体の間に介装される構造体の防振構造であって、2つの構造体のそれぞれに磁石が互いに反発するように設置されていて、該磁石間の反発力により、2つの構造体間の接触を抑止するようにしていることを特徴とする構造体の防振構造。   [1] A vibration-proof structure of a structure that is interposed between two structures that are capable of contacting each other by vibrations, and magnets repel each other in the two structures. The vibration isolating structure of the structure is configured to suppress contact between two structures by a repulsive force between the magnets.

[2]2つの構造体間に、衝突の衝撃を緩和するためのゴム体が付加されていることを特徴とする前記[1]に記載の構造体の防振構造。   [2] The vibration-proof structure for a structure according to the above [1], wherein a rubber body for reducing the impact of a collision is added between the two structures.

[3]一方の構造体が建築躯体であり、他方の構造体が前記建築躯体の内部に設置された駐車場鉄骨架構であることを特徴とする前記[1]または[2]に記載の構造体の防振構造。   [3] The structure according to [1] or [2], wherein one structure is a building frame and the other structure is a parking frame steel frame installed inside the building frame. Anti-vibration structure of the body.

本発明においては、互いに反発する磁石の磁力(反発力)により、通常時には、2つの構造体間の接触が抑止されて所定の隙間が確保され、一方の構造体の振動が他方の構造体に伝達すること防止することができる。一方、磁石の磁力(反発力)より大きな力が作用する地震時には、その磁石同士が接触して、衝突の衝撃を緩和しながら2つの構造体間で応力を伝達することができる。   In the present invention, the magnetic force (repulsive force) of the magnets repelling each other normally prevents contact between the two structures to ensure a predetermined gap, and vibration of one structure is applied to the other structure. It is possible to prevent transmission. On the other hand, during an earthquake in which a force greater than the magnetic force (repulsive force) of the magnet acts, the magnets can come into contact with each other, and stress can be transmitted between the two structures while reducing the impact of the collision.

本発明の実施形態に係る構造体の防振構造を図面に基づいて説明する。なお、ここでは、構造体がビルイン方式の機械式立体駐車場である場合を例にして述べるが、構造体が外部構造体の内部に高層ラックを自立して配設した立体倉庫等の場合でも同様である。   A vibration isolating structure for a structure according to an embodiment of the present invention will be described with reference to the drawings. Here, the case where the structure is a built-in type mechanical multi-story parking lot will be described as an example, but the structure is also a case of a three-dimensional warehouse or the like in which a high-rise rack is independently arranged inside an external structure. It is the same.

(第1の実施形態)
図1は、本発明の第1の実施形態に係るビルイン方式の機械式立体駐車場の防振構造を示すものであり、図1(a)は平面図、図1(b)は図1(a)におけるA−A矢視図、図1(c)は図1(b)におけるB−B矢視図である。
(First embodiment)
1A and 1B show a vibration-proof structure of a built-in mechanical multilevel parking garage according to a first embodiment of the present invention. FIG. 1A is a plan view, and FIG. FIG. 1A is a view taken along the line AA in FIG. 1A, and FIG. 1C is a view taken along the line BB in FIG.

建築躯体10の内部に自立して駐車場鉄骨架構11が設置されており、建築躯体11に近接する駐車場鉄骨架構11の梁12の先端に防振ブラケット13が設けられている。   A parking lot steel frame 11 is installed in a self-supporting manner inside the building frame 10, and an anti-vibration bracket 13 is provided at the tip of the beam 12 of the parking frame frame 11 adjacent to the building frame 11.

そして、この実施形態においては、防振ブラケット13が、梁12の先端に取り付けられた防振ブラケット本体14と、防振ブラケット本体14の建築躯体11と対面する個所に取り付けられた磁石21を備えている。また、建築躯体11には、防振ブラケット13の磁石21に対向するように、磁石22が取り付けられている。ここで、磁石21と磁石22とのそれぞれの対向する面の磁極が同一になっていて、互いに反発するように設置されている。   In this embodiment, the vibration-proof bracket 13 includes a vibration-proof bracket main body 14 attached to the tip of the beam 12 and a magnet 21 attached to a location facing the building housing 11 of the vibration-proof bracket main body 14. ing. In addition, a magnet 22 is attached to the building housing 11 so as to face the magnet 21 of the vibration-proof bracket 13. Here, the magnetic poles of the opposing surfaces of the magnet 21 and the magnet 22 are the same, and are installed so as to repel each other.

上記のような防振構造とすることによって、この実施形態においては、通常時には、互いに反発する磁石21と磁石22との磁力(反発力)により、建築躯体10と防振ブラケット13の間(すなわち、建築躯体10の磁石22と防振ブラケット13の磁石21の間)に、所定の間隔D(例えば、10mm〜15mm)が確保される。その結果、通常時に駐車場鉄骨架構11の振動が建築躯体11に伝達することを適切に防止することができる。   By adopting the vibration-proof structure as described above, in this embodiment, the magnetic force (repulsive force) between the magnet 21 and the magnet 22 that repel each other is normally used between the building housing 10 and the vibration-proof bracket 13 (that is, A predetermined distance D (for example, 10 mm to 15 mm) is secured between the magnet 22 of the building housing 10 and the magnet 21 of the vibration isolation bracket 13. As a result, it is possible to appropriately prevent the vibration of the parking lot steel frame 11 from being transmitted to the building frame 11 at the normal time.

一方、磁石21と磁石22との反発力よりも大きな力が作用する地震時には、磁石21と磁石22が接触して、衝突の衝撃を緩和しながら駐車場鉄骨架構11と建築躯体10の間で応力が伝達される。   On the other hand, during an earthquake in which a force greater than the repulsive force between the magnet 21 and the magnet 22 is applied, the magnet 21 and the magnet 22 come into contact with each other between the parking lot steel frame 11 and the building frame 10 while reducing the impact of the collision. Stress is transmitted.

なお、上記においては、駐車場鉄骨架構11に防振ブラケット13を取り付けて、建築躯体10に対向するようにしているが、建築躯体10に防振ブラケット13を取り付けて、駐車場鉄骨架構11に対向するようにしてもよい。   In the above description, the vibration isolation bracket 13 is attached to the parking lot steel frame 11 so as to face the building frame 10. However, the vibration isolation bracket 13 is attached to the building frame 10, and the parking frame frame 11 is attached to the parking frame steel frame 11. You may make it oppose.

(第2の実施形態)
図2は、本発明の第2の実施形態に係るビルイン方式の機械式立体駐車場の防振構造を示すものであり、図2(a)は平面図、図2(b)は図2(a)におけるA−A矢視図、図2(c)は図2(b)におけるB−B矢視図である。
(Second Embodiment)
FIG. 2 shows a vibration-proof structure of a built-in mechanical multilevel parking garage according to a second embodiment of the present invention. FIG. 2 (a) is a plan view, and FIG. 2 (b) is FIG. FIG. 2A is a view taken along the line AA in FIG. 2A, and FIG. 2C is a view taken along the line BB in FIG.

この第2の実施形態は、前述の第1の実施形態において、防振ブラケット本体14の建築躯体11と対面する個所に防振ゴム(衝突緩和ゴム)15を付加したものである。なお、建築躯体11と防振ゴム15の間は、所定の隙間δ(例えば、10mm〜15mm)が設けられている。   In the second embodiment, a vibration isolating rubber (collision alleviating rubber) 15 is added to a portion of the anti-vibration bracket body 14 facing the building housing 11 in the first embodiment described above. A predetermined gap δ (for example, 10 mm to 15 mm) is provided between the building housing 11 and the vibration isolating rubber 15.

上記のような防振構造とすることによって、この実施形態においては、通常時には、互いに反発する磁石21と磁石22との磁力(反発力)により、建築躯体10と防振ブラケット13の間に、所定の間隔Dおよび隙間δが確保される。その結果、通常時に駐車場鉄骨架構11の振動が建築躯体11に伝達することを適切に防止することができる。   By adopting the vibration isolating structure as described above, in this embodiment, the magnetic force (repulsive force) between the magnet 21 and the magnet 22 that repel each other is normally used between the building housing 10 and the vibration isolating bracket 13. A predetermined interval D and gap δ are secured. As a result, it is possible to appropriately prevent the vibration of the parking lot steel frame 11 from being transmitted to the building frame 11 at the normal time.

一方、磁石21と磁石22との反発力よりも大きな力が作用する地震時には、磁石21と磁石22が接触することに加えて、防振ゴム15と建築躯体10が接触し、それによって一層衝突の衝撃を緩和しながら駐車場鉄骨架構11と建築躯体10の間で応力が伝達される。   On the other hand, in the event of an earthquake in which a force greater than the repulsive force between the magnet 21 and the magnet 22 is applied, in addition to the magnet 21 and the magnet 22 being in contact, the anti-vibration rubber 15 and the building housing 10 are in contact, thereby further colliding. Stress is transmitted between the parking frame steel frame 11 and the building frame 10 while mitigating the impact.

なお、上記においては、駐車場鉄骨架構11に防振ゴム15を取り付けて、建築躯体10に対向するようにしているが、建築躯体10に防振ゴム15を取り付けて、駐車場鉄骨架構11に対向するようにしてもよい。あるいは、建築躯体10と駐車場鉄骨架構11のそれぞれに防振ゴム15を互いに対向するように取り付けてもよい。   In the above description, the anti-vibration rubber 15 is attached to the parking lot steel frame 11 so as to face the building frame 10. However, the anti-vibration rubber 15 is attached to the building frame 10 and the anti-vibration frame 15 is attached to the parking frame frame 11. You may make it oppose. Or you may attach the anti-vibration rubber | gum 15 to each of the building frame 10 and the parking lot steel frame frame 11 so that it may mutually oppose.

そして、上記の第1、第2の実施形態においては、ビルイン方式の機械式立体駐車場を例にして述べたが、前述したように、本発明はそれに限定されるものではなく、互いの振動によって接触する可能性を有して自立する2つの構造体に対して適用することができる。   In the first and second embodiments, the building-in type mechanical parking lot has been described as an example. However, as described above, the present invention is not limited to this, and the mutual vibrations. It can be applied to two structures that stand on their own with the possibility of contact.

本発明の第1の実施形態の説明図である。It is explanatory drawing of the 1st Embodiment of this invention. 本発明の第2の実施形態の説明図である。It is explanatory drawing of the 2nd Embodiment of this invention. 従来技術の説明図である。It is explanatory drawing of a prior art.

符号の説明Explanation of symbols

10 建築躯体
11 駐車場鉄骨架構
12 梁
13 防振ブラケット
14 防振ブラケット本体
15 防振ゴム(衝突緩和ゴム)
21 磁石
22 磁石
DESCRIPTION OF SYMBOLS 10 Architectural frame 11 Parking frame steel frame 12 Beam 13 Anti-vibration bracket 14 Anti-vibration bracket body 15 Anti-vibration rubber (collision mitigation rubber)
21 magnet 22 magnet

Claims (3)

互いの振動によって接触する可能性を有して自立する2つの構造体の間に介装される構造体の防振構造であって、2つの構造体のそれぞれに磁石が互いに反発するように設置されていて、該磁石間の反発力により、2つの構造体間の接触を抑止するようにしていることを特徴とする構造体の防振構造。   A vibration isolating structure for a structure that is interposed between two self-supporting structures that have the possibility of contact by mutual vibration, and is installed so that the magnets repel each other in the two structures. An anti-vibration structure for a structure, wherein the repulsive force between the magnets prevents contact between the two structures. 2つの構造体間に、衝突の衝撃を緩和するためのゴム体が付加されていることを特徴とする請求項1に記載の構造体の防振構造。   2. The vibration isolating structure for a structure according to claim 1, wherein a rubber body for alleviating the impact of a collision is added between the two structures. 一方の構造体が建築躯体であり、他方の構造体が前記建築躯体の内部に設置された駐車場鉄骨架構であることを特徴とする請求項1または2に記載の構造体の防振構造。   3. The vibration-proof structure for a structure according to claim 1, wherein one of the structures is a building frame, and the other structure is a parking frame steel frame installed inside the building frame.
JP2007225509A 2007-08-31 2007-08-31 Vibration-proof structure of structure Pending JP2009057738A (en)

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JP2014009527A (en) * 2012-06-29 2014-01-20 Mitsui Eng & Shipbuild Co Ltd Regulation device of mounting base frame in tower
CN106593050A (en) * 2016-12-12 2017-04-26 长安大学 Stereo garage damping and feeding mechanism
CN112151237A (en) * 2020-09-25 2020-12-29 广州凯宇信息技术有限公司 Noise reduction equipment for transformer
CN113309218A (en) * 2021-06-04 2021-08-27 陕西超艺实业有限公司 Steel construction vestibule between concrete building

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JPS6433369A (en) * 1987-07-28 1989-02-03 Shimizu Construction Co Ltd Vibration-damping structure
JPH06241276A (en) * 1993-02-16 1994-08-30 Sumitomo Electric Ind Ltd Damping device of tower
JPH09126271A (en) * 1995-10-30 1997-05-13 Fujikura Ltd Base isolation support structure
JPH10280720A (en) * 1997-04-07 1998-10-20 Mitsubishi Heavy Ind Ltd Multistory parking space

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Publication number Priority date Publication date Assignee Title
JPS6433369A (en) * 1987-07-28 1989-02-03 Shimizu Construction Co Ltd Vibration-damping structure
JPH06241276A (en) * 1993-02-16 1994-08-30 Sumitomo Electric Ind Ltd Damping device of tower
JPH09126271A (en) * 1995-10-30 1997-05-13 Fujikura Ltd Base isolation support structure
JPH10280720A (en) * 1997-04-07 1998-10-20 Mitsubishi Heavy Ind Ltd Multistory parking space

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014009527A (en) * 2012-06-29 2014-01-20 Mitsui Eng & Shipbuild Co Ltd Regulation device of mounting base frame in tower
CN106593050A (en) * 2016-12-12 2017-04-26 长安大学 Stereo garage damping and feeding mechanism
CN112151237A (en) * 2020-09-25 2020-12-29 广州凯宇信息技术有限公司 Noise reduction equipment for transformer
CN113309218A (en) * 2021-06-04 2021-08-27 陕西超艺实业有限公司 Steel construction vestibule between concrete building
CN113309218B (en) * 2021-06-04 2023-12-08 陕西超艺实业有限公司 Steel construction vestibule between concrete building

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