JP2008151204A - Vibration isolating damper attachment structure - Google Patents

Vibration isolating damper attachment structure Download PDF

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Publication number
JP2008151204A
JP2008151204A JP2006338264A JP2006338264A JP2008151204A JP 2008151204 A JP2008151204 A JP 2008151204A JP 2006338264 A JP2006338264 A JP 2006338264A JP 2006338264 A JP2006338264 A JP 2006338264A JP 2008151204 A JP2008151204 A JP 2008151204A
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Prior art keywords
vibration
mounting
damper
vibration isolating
mounting surface
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JP2006338264A
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JP4712682B2 (en
Inventor
Minoru Kobayashi
穣 小林
Tatsuhiko Inada
達彦 稲田
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JR SOKEN ENGINEERING KK
Sankyo Oilless Industries Inc
Sumitomo Mitsui Construction Co Ltd
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JR SOKEN ENGINEERING KK
Sankyo Oilless Industries Inc
Sumitomo Mitsui Construction Co Ltd
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Priority to JP2006338264A priority Critical patent/JP4712682B2/en
Publication of JP2008151204A publication Critical patent/JP2008151204A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a vibration isolating damper attachment structure, positively transmitting micro-vibration when an electric train or an automobile passes on an elevated bridge to the vibration isolating damper. <P>SOLUTION: In this vibration isolating damper attachment structure 1 attaching and fixing the end part of a vibration isolating damper 2 for absorbing vibration to a vibration isolating object through an attachment means, attachment surfaces 3a and 3b which are integrally arranged on the front and rear sides of the attachment means 3 are so arranged that the attachment surface 3a on a vibration isolating object 4 side and the attachment surface 3b on a vibration isolating damper 2 side opposite thereto are arranged orthogonal to each other. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、例えば、鉄道高架橋等用いる振動吸収ダンパーの取り付けに使用する取付手段における防振ダンパーの取付構造に関するものである。   The present invention relates to a vibration damping damper mounting structure in a mounting means used for mounting a vibration absorbing damper used in, for example, a railway viaduct.

従来、鉄道高架橋に使われる振動吸収ダンパーは、微細な振動が伝達途中で損失することなく、効率良くダンパー入力となることが要求される。そこで、一般には、図7に示すように、軸式(ピン式)継手が用いられたり、若しくは、ボルト固定にしたりしている(特許文献1参照)。
特開2001−295506号公報
Conventionally, vibration absorbing dampers used in railway viaducts are required to efficiently input dampers without loss of fine vibrations during transmission. Therefore, generally, as shown in FIG. 7, a shaft type (pin type) joint is used or a bolt is fixed (see Patent Document 1).
JP 2001-295506 A

しかし、従来の軸式(ピン式)継手では、嵌合部のクリアランスが存在するので、微細な振動をダンパーに伝達することができない。また、ボルト固定にすると、施工時において取付具の上下に位置誤差が発生したまま固定することとなりダンパーに曲げモーメントを与えることとなって、摺動抵抗(セリ)が発生してダンパー減衰力に悪影響を与える。本発明に係る防振ダンパーの取付構造は、このような課題を解決するために提案されたものである。   However, in the conventional shaft type (pin type) joint, since the clearance of the fitting portion exists, minute vibrations cannot be transmitted to the damper. In addition, if bolts are fixed, they will be fixed with the position error occurring at the top and bottom of the fixture during construction, and a bending moment will be applied to the damper, causing sliding resistance (seri), resulting in a damper damping force. Adversely affected. The vibration damping damper mounting structure according to the present invention has been proposed in order to solve such problems.

本発明に係る防振ダンパーの取付構造の上記課題を解決して目的を達成するための要旨は、振動吸収用の防振ダンパーの端部を、取付手段を介して防振対象物に取り付けて固定する構造において、前記取付手段における表裏一体の取付面は、防振対象物側の取付面とこれと反対側の防振ダンパー側の取付面とが、直交していることである。   The gist for achieving the object by solving the above-described problem of the vibration damping damper mounting structure according to the present invention is to attach the end of the vibration damping damper for vibration absorption to the vibration isolation object through the mounting means. In the structure to be fixed, the mounting surface on the front and back sides of the mounting means is such that the mounting surface on the vibration isolating object side and the mounting surface on the vibration isolating damper side opposite thereto are orthogonal to each other.

前記取付手段の表裏一体の取付面のうち、片方の取付面には防振ダンパーの取付角度調整時の中心位置を保持する中心位置決め孔と取付角度調整時の誤差を吸収するようにボルトを遊嵌させるボルト用孔とが設けられ、他方の取付面には前記中心位置決め孔及び前記取付角度調整時の誤差を吸収するようにボルトを遊嵌させるボルト用孔が設けられていること、;
前記取付手段における片側の取付面に、弾性変形を許容する薄肉部が設けられていること、;
を含むものである。
Of the mounting surfaces integrated with the front and back of the mounting means, one mounting surface has a center positioning hole that holds the center position when adjusting the mounting angle of the anti-vibration damper and a bolt that absorbs errors when adjusting the mounting angle. A bolt hole to be fitted, and the other mounting surface is provided with a bolt hole for loosely fitting the bolt so as to absorb the error in adjusting the center positioning hole and the mounting angle;
A thin-walled portion that allows elastic deformation is provided on one mounting surface of the mounting means;
Is included.

本発明の防振ダンパーの取付構造によれば、取付場所の相対的な誤差に対する調整が可能となって位置ズレが吸収される。これにより、鉄道高架橋等の電車通過時における微小な振動が確実に防振ダンパーに伝達され減衰されることになる。また、防振ダンパー用取付の施工を容易にすることができる。
更に、弾性変形を許容する薄肉部があるので、取付部の角度変位がダンパーに及ぼす力を低減させることができる。
According to the vibration damping damper mounting structure of the present invention, it is possible to adjust the relative error of the mounting location, and the positional deviation is absorbed. As a result, minute vibrations when passing through a train such as a railway viaduct are reliably transmitted to the vibration damping damper and attenuated. In addition, it is possible to facilitate the installation of the vibration damper installation.
Furthermore, since there is a thin portion that allows elastic deformation, the force exerted on the damper by the angular displacement of the mounting portion can be reduced.

本発明に係る防振ダンパーの取付構造1は、図1に示すように、振動吸収用の防振ダンパー2の端部2aを、取付手段である継手3を介して防振対象物のコンクリート梁・柱4等に取り付けて固定する構造において、前記取付手段の継手3における表裏一体の取付面3a,3bは、防振対象物4側の取付面3aとこれと反対側の防振ダンパー側の取付面3bとが、直交している。   As shown in FIG. 1, an anti-vibration damper mounting structure 1 according to the present invention includes a concrete beam as an anti-vibration object, with an end 2a of an anti-vibration damper 2 for absorbing vibration being connected to a joint 3 as an attachment means. -In the structure fixed to the pillar 4 or the like, the attachment surfaces 3a, 3b of the joint 3 of the attachment means are integrated with the attachment surface 3a on the vibration isolation object 4 side and the vibration isolation damper side on the opposite side. The mounting surface 3b is orthogonal.

この継手3は、図2に示すように、防振ダンパー2の軸心a方向に対して、その軸心に直交するb方向と、同じく直交するc方向とにおける位置ズレを吸収するように、前記取付面3aと取付面3bとが直交しているのである。   As shown in FIG. 2, the joint 3 absorbs a positional deviation between the b direction perpendicular to the axial center and the c direction perpendicular to the axial center a direction of the vibration damping damper 2. The mounting surface 3a and the mounting surface 3b are orthogonal to each other.

上記位置ズレの調整は、具体的には、図3に示すように、取付手段である継手3の表裏一体の取付面3a,3bのうち、片方の取付面3aには防振ダンパー2の取付角度調整時の中心位置を保持する中心位置決め孔3cが設けられている。この孔3cには遊び無く嵌合されるピン5が挿入される。更に、取付角度調整時の誤差を吸収するようにボルト6を遊嵌させる、前記ピン5を中心とした円弧状のボルト用孔3d若しくはボルト6の径よりも大きな径の丸孔3dが、複数個設けられている。   Specifically, as shown in FIG. 3, the adjustment of the positional deviation is performed by attaching the vibration damping damper 2 to one of the attachment surfaces 3a and 3b of the joint 3 which is the attachment means. A center positioning hole 3c that holds the center position during angle adjustment is provided. A pin 5 to be fitted without play is inserted into the hole 3c. Further, there are a plurality of arc-shaped bolt holes 3d centered on the pin 5 or a round hole 3d having a diameter larger than the diameter of the bolt 6 in which the bolt 6 is loosely fitted so as to absorb an error in adjusting the mounting angle. One is provided.

他方の取付面3bには、図4(A),(B)に示すように、前記中心位置決め孔3c及び前記取付角度調整時の誤差を吸収するように高張力ボルトであるボルト7を遊嵌させるボルト用孔3eが、複数個設けられている。   As shown in FIGS. 4A and 4B, the center mounting hole 3c and a bolt 7 which is a high-tension bolt are loosely fitted on the other mounting surface 3b so as to absorb errors in adjusting the mounting angle. A plurality of bolt holes 3e are provided.

前記孔3dにより、取付時の前記ピン5を中心として回転する継手3の孔3dの位置と、梁4側の取付金具8の取付面8aにおける孔位置との、a軸とc軸との方向における位置ズレを吸収する。
また、前記孔3eは、防振ダンパー2に一体にして連結される連結金具9の取付孔9aとの、a軸とb軸との方向における位置ズレを吸収する。よって、孔3eは、ボルト7の棒本体の直径よりも大きな径の孔となっている。
Direction of the a-axis and c-axis between the position of the hole 3d of the joint 3 that rotates about the pin 5 and the position of the hole on the mounting surface 8a of the mounting bracket 8 on the beam 4 side by the hole 3d. Absorbs misalignment in
Further, the hole 3e absorbs a displacement in the direction of the a-axis and the b-axis with respect to the mounting hole 9a of the connection fitting 9 that is integrally connected to the vibration-proof damper 2. Therefore, the hole 3 e is a hole having a diameter larger than the diameter of the rod body of the bolt 7.

このようにして、防振ダンパー2を防振対象物4に取り付ける際に、位置ズレを無くして継手するので、防振対象物に伝達する微小振動も、前記防振ダンパー2に伝達される。   In this way, when the vibration damping damper 2 is attached to the vibration isolation object 4, the joint is made without any misalignment, so that the minute vibration transmitted to the vibration isolation object is also transmitted to the vibration isolation damper 2.

本発明の他の実施例は、図5乃至図6(A),(B)に示すように、取付手段である継手3における片側の取付面3bに、弾性変形を許容する薄肉部3fが設けられている取付構造1aの実施例である。この薄肉部3fがあることで、防振対象物4の変位による曲げモーメントが防振ダンパー2に与える影響を低減させることができる。なお、この薄肉部3fのa軸方向の長さと肉厚とは設計事項である。また、この他の実施例では、連結金具9の取付部にも薄肉部9bを設けている。防振ダンパー2に与える曲げモーメントの影響を更に低減することができるからである。   In another embodiment of the present invention, as shown in FIGS. 5 to 6 (A) and 6 (B), a thin-walled portion 3f that allows elastic deformation is provided on one mounting surface 3b of the joint 3 that is a mounting means. This is an embodiment of the mounting structure 1a. By having this thin part 3f, the influence which the bending moment by the displacement of the vibration isolating object 4 has on the vibration isolating damper 2 can be reduced. The length and thickness of the thin portion 3f in the a-axis direction are design matters. In another embodiment, the thin metal portion 9b is also provided in the attachment portion of the connecting metal fitting 9. This is because the influence of the bending moment on the vibration damping damper 2 can be further reduced.

本発明に係る防振ダンパーの取付構造1を示す概略全体概念図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a general | schematic whole conceptual diagram which shows the attachment structure 1 of the vibration isolator which concerns on this invention. 同本発明の防振ダンパー2の軸心aとそれに直交する軸b,cを示す説明図である。It is explanatory drawing which shows the axial center a of the vibration isolator 2 of the same invention, and the axis | shafts b and c orthogonal to it. 同防振ダンパーの取付構造1の拡大詳細図である。It is an enlarged detail drawing of the attachment structure 1 of the vibration isolator. 同防振ダンパーの取付構造1における、前方視拡大斜視図(A)、後方視拡大斜視図(B)である。They are the front view expansion perspective view (A) and the back view expansion perspective view (B) in the anti-vibration damper mounting structure 1. 同本発明の他の実施例に係る防振ダンパーの取付構造1aの拡大詳細図である。FIG. 6 is an enlarged detail view of an anti-vibration damper mounting structure 1a according to another embodiment of the present invention. 同防振ダンパーの取付構造1aにおける、前方視拡大斜視図(A)、後方視拡大斜視図(B)である。They are the front view expansion perspective view (A) and the back view expansion perspective view (B) in the vibration damping damper mounting structure 1a. 従来例に係る防振ダンパーの取付構造における、前方視拡大斜視図(A)、後方視拡大斜視図(B)である。It is the front view expansion perspective view (A) and back view expansion perspective view (B) in the attachment structure of the vibration-proof damper which concerns on a prior art example.

符号の説明Explanation of symbols

1,1a 防振ダンパーの取付構造、
2 防振ダンパー、 2a 端部、
3 継手、 3a,3b 取付面、
3c 中心位置決め孔、 3d ボルト用孔、
3e 孔、 3f 薄肉部、
4,4a,4b 梁,柱等の防振対象物、
5 ピン、
6 ボルト、
7 ボルト、
8 取付金具、 8a 取付面、
9 連結金具、 9a 取付孔、
9b 薄肉部。
1,1a Anti-vibration damper mounting structure,
2 Anti-vibration damper, 2a end,
3 Joint, 3a, 3b Mounting surface,
3c center positioning hole, 3d bolt hole,
3e hole, 3f thin part,
4, 4a, 4b Anti-vibration objects such as beams and columns,
5 pins,
6 volts,
7 volts,
8 Mounting bracket, 8a Mounting surface,
9 Connecting bracket, 9a Mounting hole,
9b Thin part.

Claims (3)

振動吸収用の防振ダンパーの端部を、取付手段を介して防振対象物に取り付けて固定する構造において、
前記取付手段における表裏一体の取付面は、防振対象物側の取付面とこれと反対側の防振ダンパー側の取付面とが、直交していること、
を特徴とする防振ダンパーの取付構造。
In the structure that attaches and fixes the end of the vibration damping damper for vibration absorption to the vibration isolation object via the attachment means,
The mounting surface on the front and back sides of the mounting means is such that the mounting surface on the vibration isolating object side and the mounting surface on the vibration isolating damper side on the opposite side are orthogonal to each other,
Anti-vibration damper mounting structure characterized by
取付手段の表裏一体の取付面のうち、片方の取付面には防振ダンパーの取付角度調整時の中心位置を保持する中心位置決め孔と取付角度調整時の誤差を吸収するようにボルトを遊嵌させるボルト用孔とが設けられ、他方の取付面には前記中心位置決め孔及び前記取付角度調整時の誤差を吸収するようにボルトを遊嵌させるボルト用孔が設けられていること、
を特徴とする請求項1に記載の防振ダンパーの取付構造。
Of the mounting surfaces that are integrated with the front and back of the mounting means, one of the mounting surfaces is loosely fitted with a center positioning hole that holds the center position when adjusting the mounting angle of the anti-vibration damper and so as to absorb errors when adjusting the mounting angle. A bolt hole is provided, and the other mounting surface is provided with a bolt hole for loosely fitting the bolt so as to absorb the error at the time of adjusting the center positioning hole and the mounting angle,
The vibration-proof damper mounting structure according to claim 1.
取付手段における片側の取付面に、弾性変形を許容する薄肉部が設けられていること、
を特徴とする請求項1または2に記載の防振ダンパーの取付構造。
A thin-walled portion that allows elastic deformation is provided on the mounting surface on one side of the mounting means;
The vibration-proof damper mounting structure according to claim 1 or 2, characterized in that:
JP2006338264A 2006-12-15 2006-12-15 Anti-vibration damper mounting structure Active JP4712682B2 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
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WO2011021631A1 (en) * 2009-08-21 2011-02-24 スガツネ工業株式会社 Damper position adjusting device
JP2012255330A (en) * 2011-05-18 2012-12-27 Chubu Electric Power Co Inc Damper to be rigid-frame in earthquake, earthquake resistance improving construction method of dam sluice gate piers and earthquake resistance improving construction method of bridge
JP2015015934A (en) * 2013-07-12 2015-01-29 リョービ株式会社 Walking type working machine
CN113430923A (en) * 2021-08-02 2021-09-24 江苏瑞沃建设集团有限公司 Vertical adjusting device of bridge beam supports

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CN103352421B (en) * 2013-07-17 2016-06-01 大连海事大学 Subtracting every shake bridge structure system containing buckling-restrained support and shock insulation rubber bearing

Citations (1)

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Publication number Priority date Publication date Assignee Title
JP2000213592A (en) * 1999-01-27 2000-08-02 Tokyu Constr Co Ltd Damper device and installing work methods therefor

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000213592A (en) * 1999-01-27 2000-08-02 Tokyu Constr Co Ltd Damper device and installing work methods therefor

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011021631A1 (en) * 2009-08-21 2011-02-24 スガツネ工業株式会社 Damper position adjusting device
CN102472353A (en) * 2009-08-21 2012-05-23 世嘉智尼工业株式会社 Damper position adjusting device
KR101319061B1 (en) 2009-08-21 2013-10-17 스가쓰네 고우교 가부시키가이샤 Damper position adjusting device
JP5364107B2 (en) * 2009-08-21 2013-12-11 スガツネ工業株式会社 Damper position adjustment device
US8960387B2 (en) 2009-08-21 2015-02-24 Sugatsune Kogyo Co., Ltd. Damper position adjusting device
JP2012255330A (en) * 2011-05-18 2012-12-27 Chubu Electric Power Co Inc Damper to be rigid-frame in earthquake, earthquake resistance improving construction method of dam sluice gate piers and earthquake resistance improving construction method of bridge
JP2015015934A (en) * 2013-07-12 2015-01-29 リョービ株式会社 Walking type working machine
CN113430923A (en) * 2021-08-02 2021-09-24 江苏瑞沃建设集团有限公司 Vertical adjusting device of bridge beam supports

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