JP4097504B2 - Movement restriction device for bridge support - Google Patents
Movement restriction device for bridge support Download PDFInfo
- Publication number
- JP4097504B2 JP4097504B2 JP2002312345A JP2002312345A JP4097504B2 JP 4097504 B2 JP4097504 B2 JP 4097504B2 JP 2002312345 A JP2002312345 A JP 2002312345A JP 2002312345 A JP2002312345 A JP 2002312345A JP 4097504 B2 JP4097504 B2 JP 4097504B2
- Authority
- JP
- Japan
- Prior art keywords
- support
- movement
- base plate
- bridge
- movement restriction
- Prior art date
- 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.)
- Expired - Fee Related
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- Bridges Or Land Bridges (AREA)
- Vibration Prevention Devices (AREA)
Description
【0001】
【発明の属する技術分野】
この発明は、橋梁用支承体の移動制限装置に係わり、更に詳しくは重量を軽減し、経済性及び生産性の向上を図ることが出来る橋梁用支承体の移動制限装置に関するものである。
【0002】
【従来の技術】
従来、橋桁等の上部構造物の水平方向の移動を規制するために、図5及び図6に示すように、上沓2aと下沓2bとを備えた支承体2のベースプレート4上に橋軸直角方向(矢印方向)に移動制限部材1を設置することが知られている。
【0003】
この移動制限部材1は、支承体2の橋軸直角方向の側部に設置する場合、鋼材を逆T字型に削りだし、この取付け裾部3を前記ベースプレート4上に複数本の取付けボルト5で締め付け固定し、震度法を超える大地震時には、取付けボルト5が破損する強度となるように設計されている(例えば、特許文献1参照)。
【0004】
【特許文献1】
特開平11−172623号公報(第3頁第4欄、図1(a),(b),(c))
【0005】
【発明が解決しようとする課題】
然しながら、大地震時に取付けボルト5で破損させるためには、地震等による水平力作用時の剪断応力度と引っ張り応力度の合成応力度を出来るだけ近似させた値に設定する必要があり、更に取付けボルト5の重心位置Gを操作して調整する必要があり、この結果、移動制限部材1自体の断面がかなり大きいものとなって大重量となり、取扱いや取付け作業性が悪く、またコストも高くなり、生産性の向上を図ることが出来ないと言う問題があった。
【0006】
この発明はかかる従来の問題点に着目し、移動制限装置を軽量で、小型の棒状材により構成することで、取扱いや、取付け作業性も良く、安価で生産性の向上を図ることが出来る橋梁用支承体の移動制限装置を提供することを目的とするものである。
【0007】
【課題を解決するための手段】
この発明は上記目的を達成するため、ベースプレート上に、上沓と下沓とを備えた支承体を設置し、前記支承体の橋軸直角方向側部のベースプレート上に、実質的に支承体の橋軸直角方向の移動のみを規制する移動制限部材を設置した橋梁用支承体の移動制限装置において、前記移動制限部材を、断面円形または多角形状で棒状の支柱部の下端にベースプレートに埋入して螺嵌するネジ部からなる固定部を設け、該支柱部の上端に、支柱部よりも前記上沓側に突出して上沓に当接する当接部を設け、該支柱部に前記支承体に所定以上の水平力が作用した際に剪断する剪断特定部を形成して構成し、該剪断特定部を支柱部の剪断強度を低下させる支柱部周長方向に連続または間欠的なノッチとするとともに、前記支承体に橋軸直角方向の水平力が作用していない状態では前記当接部と上沓との間にすき間を有するように前記移動制限部材をベースプレート上に設置したことを要旨とするものである。
【0008】
ここで、前記支柱部を橋軸方向に間隔をあけて複数本設け、該複数本の支柱部を前記当接部により連結することもできる。
【0010】
【発明の実施の形態】
以下、添付図面に基づき、この発明の実施形態を説明する。
【0011】
なお、従来例と同一構成要素は、同一符号を付して説明は省略する。
【0012】
図1は、この発明を実施した橋梁用支承体の移動制限装置の橋軸直角方向の正面図、図2は図1の側面図を示し、上下部に上沓2aと下沓2bとを備えた支承体2はベースプレート4上に設置されている。
【0013】
なお、ベースプレート4は下部構造物6上に設置され、支承体2の上沓2a上には上部構造物7が設置される。
【0014】
前記支承体2の橋軸直角方向(矢印X方向)の側部のベースプレート4上には、図1及び図2に示すように、支承体2の橋軸直角方向の移動を規制する移動制限装置を構成する移動制限部材8が設置してあり、この移動制限部材8の一部には、前記支承体2に所定以上の水平力が作用した際に剪断するノッチ(切り欠き部)等の剪断特定部9が形成してある。
【0015】
前記移動制限部材8は、ベースプレート4上に設置するネジ部等から成る固定部10と、前記支承体2の上沓2aに当接する当接部11と、前記剪断特定部9を設けた鋼材から成る一本または複数本(この実施形態は2本であるが3本以上にすることも可能である)の支柱部12とで構成されている。
【0016】
前記移動制限部材8は、図3(a),(b)に示すように、支柱部12が断面円形の鋼材で形成したものや、また図4(a),(b)に示すように、支柱部12が断面多角形(この実施形態では四角形であるが、形状は限定されない)の鋼材で形成し、支柱部12の下部は、ネジ部等から成る固定部10を介してベースプレート4に螺嵌させて立設し、支柱部12の上端には所定の長さの当接部11が固定してある。なお、支柱部12が複数本の場合は、当接部11 として支柱部12を連結する当接部が良い。
【0017】
前記支柱部12に形成した剪断特定部9は、支柱部12の任意の高さ位置に形成し、剪断強度を低下させて剪断破壊を先行させるために、所定の深さで、周長方向に連続または間欠的に形成してある。
【0018】
このように、移動制限部材8を丸棒や角棒等の鋼材を使用して形成することにより、移動制限部材の重量を軽減し、橋梁用支承体をコンパクトに構成できるものである。また、後述する実施例のように、重量も従来の鋼材を削り出したものに比べて20%前後軽減出来るので、取り扱いが容易で、組付け作業も容易に行うことが出来ると共に安価に製造出来る。
〔実施例〕
図7は、この発明の移動制限装置の一実施例を示し、上沓2aの高さtu、支承体2の高さhr、下沓2bの高さtl、ベースプレート4の高さtbの移動制限装置に、水平力H2eを、表中の水平力の作用高さhj2で、かつ支柱部12の径で作用させ、剪断特定部9で剪断するようにしたときの、移動制限部材8の重量を試算した。
【0019】
上沓2aの高さtu=40mm
支承体2の高さhr=292.5mm
ベースプレート4の高さtb=100mm
下沓2bの高さtl=50mm
水平力H2e=1453kN
【0020】
【表1】
【0021】
【発明の効果】
この発明は上記のように、ベースプレート上に、上沓と下沓とを備えた支承体を設置し、前記支承体の橋軸直角方向側部のベースプレート上に、実質的に支承体の橋軸直角方向の移動のみを規制する移動制限部材を設置した橋梁用支承体の移動制限装置において、前記移動制限部材を、断面円形または多角形状で棒状の支柱部の下端にベースプレートに埋入して螺嵌するネジ部からなる固定部を設け、該支柱部の上端に、支柱部よりも前記上沓側に突出して上沓に当接する当接部を設け、該支柱部に前記支承体に所定以上の水平力が作用した際に剪断する剪断特定部を形成して構成し、該剪断特定部を支柱部の剪断強度を低下させる支柱部周長方向に連続または間欠的なノッチとするとともに、前記支承体に橋軸直角方向の水平力が作用していない状態では前記当接部と上沓との間にすき間を有するように前記移動制限部材をベースプレート上に設置したので、移動制限装置自体の重量を軽減でき、取扱いや、取付け作業性も良く、安価で生産性の向上を図ることが出来る効果がある。
【図面の簡単な説明】
【図1】この発明を実施した橋梁用支承体の移動制限装置の橋軸直角方向の正面図である。
【図2】図1の側面図である。
【図3】(a),(b)は、移動制限部材の正面図と、A−A矢視断面図である。
【図4】(a),(b)は、移動制限部材の他の実施形態の正面図と、B−B矢視断面図である。
【図5】従来の橋梁用支承体の移動制限装置の橋軸直角方向の正面図である。
【図6】図5の側面図である。
【図7】移動制限装置の一実施例を示す説明図である。
【符号の説明】
1 移動制限部材 2 支承体
2a 上沓 2b 下沓
3 取付け裾部 4 ベースプレート
5 取付けボルト G 重心位置
6 下部構造物 7 上部構造物
8 移動制限部材 9 剪断特定部
10 固定部 11 当接部
12 支柱部[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a movement restricting device for a bridge support, and more particularly, to a movement restricting device for a bridge support that can reduce weight and improve economy and productivity.
[0002]
[Prior art]
Conventionally, in order to restrict the horizontal movement of an upper structure such as a bridge girder, as shown in FIGS. 5 and 6, a bridge shaft is mounted on a
[0003]
When the movement restricting member 1 is installed on the side of the
[0004]
[Patent Document 1]
Japanese Patent Laid-Open No. 11-172623 (
[0005]
[Problems to be solved by the invention]
However, in order to break with the
[0006]
The present invention pays attention to such a conventional problem, and is a bridge that can improve the productivity at a low cost because the movement restricting device is made of a light and small bar-like material, has good handling and mounting workability. It is an object of the present invention to provide a movement restricting device for a bearing body.
[0007]
[Means for Solving the Problems]
In order to achieve the above-mentioned object, the present invention provides a support body provided with an upper rod and a lower rod on a base plate, and substantially supports the support body on the base plate on the side perpendicular to the bridge axis. In a movement restriction device for a bridge support body, which is provided with a movement restriction member that restricts only the movement in the direction perpendicular to the bridge axis, the movement restriction member is embedded in a base plate at the lower end of a rod-shaped column having a circular or polygonal cross section. A fixing portion comprising a screw portion to be screwed in is provided, and an abutting portion is provided at the upper end of the column portion so as to protrude from the column portion toward the upper collar side and abut on the upper collar. A shear specific part is formed by shearing when a horizontal force of a predetermined level or more is applied, and the shear specific part is formed as a continuous or intermittent notch in the circumferential direction of the column part that reduces the shear strength of the column part. , horizontal force of Hashijiku perpendicular to the scaffold In a state where no action is intended to subject matter in that the movement limiting member so as to have a gap between the contact portion and the upper shoe is placed on the base plate.
[0008]
Here, it is also possible to provide a plurality of the support columns at intervals in the bridge axis direction, and to connect the plurality of support columns by the contact portion .
[0010]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.
[0011]
In addition, the same component as a prior art example attaches | subjects the same code | symbol, and abbreviate | omits description.
[0012]
FIG. 1 is a front view in a direction perpendicular to the bridge axis of a bridge support movement restricting device embodying the present invention, FIG. 2 is a side view of FIG. 1, and upper and
[0013]
The
[0014]
As shown in FIGS. 1 and 2, a movement restricting device for restricting the movement of the
[0015]
The
[0016]
As shown in FIGS. 3 (a) and 3 (b), the
[0017]
The
[0018]
Thus, by forming the
〔Example〕
FIG. 7 shows an embodiment of the movement restricting device of the present invention. The movement restriction is made by the height tu of the
[0019]
Height of
Height of
Horizontal force H2e = 1453kN
[0020]
[Table 1]
[0021]
【The invention's effect】
As described above, according to the present invention, a support body having an upper arm and a lower arm is installed on a base plate, and the bridge shaft of the support body is substantially formed on the base plate at a side portion perpendicular to the bridge shaft of the support body. In a bridge support body movement restriction device provided with a movement restriction member that restricts only movement in a right-angle direction, the movement restriction member is embedded in a base plate at the lower end of a rod-shaped column having a circular or polygonal cross section and screwed. A fixing portion including a screw portion to be fitted is provided, and an abutting portion is provided at the upper end of the column portion so as to protrude from the column portion toward the upper collar side and abut on the upper collar. with the horizontal force is constructed by forming a shearing specific portion is sheared when applied, a continuous or intermittent notches the shear specific portion to the support portion circumference direction to reduce the shear strength of the strut, the The horizontal force in the direction perpendicular to the bridge axis acts on the support body. Since the absence installed the travel limiting member so as to have a gap on the base plate between the abutting part and the upper shoe, it can reduce the weight of the movement restriction device itself, handling and, mounting workability is good, There is an effect that productivity can be improved at low cost.
[Brief description of the drawings]
FIG. 1 is a front view in a direction perpendicular to a bridge axis of a movement limiter for a bridge support body according to the present invention.
FIG. 2 is a side view of FIG.
FIGS. 3A and 3B are a front view and a cross-sectional view taken along line AA of the movement restricting member. FIGS.
FIGS. 4A and 4B are a front view of another embodiment of a movement restricting member and a cross-sectional view taken along the line BB. FIG.
FIG. 5 is a front view of a conventional bridge support body movement restriction device in a direction perpendicular to the bridge axis.
6 is a side view of FIG. 5. FIG.
FIG. 7 is an explanatory diagram showing an embodiment of a movement restriction device.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2002312345A JP4097504B2 (en) | 2002-10-28 | 2002-10-28 | Movement restriction device for bridge support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2002312345A JP4097504B2 (en) | 2002-10-28 | 2002-10-28 | Movement restriction device for bridge support |
Publications (2)
Publication Number | Publication Date |
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JP2004143877A JP2004143877A (en) | 2004-05-20 |
JP4097504B2 true JP4097504B2 (en) | 2008-06-11 |
Family
ID=32457273
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP2002312345A Expired - Fee Related JP4097504B2 (en) | 2002-10-28 | 2002-10-28 | Movement restriction device for bridge support |
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JP (1) | JP4097504B2 (en) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6162457B2 (en) * | 2012-04-04 | 2017-07-12 | 株式会社Ihi | Displacement limiting device |
JP6442934B2 (en) * | 2014-09-03 | 2018-12-26 | 株式会社大林組 | Fail-safe device |
KR101640439B1 (en) * | 2015-09-24 | 2016-07-19 | 주식회사 에너솔라 | Vibration Isolation Device and Distributing Board, Control Board comprising the same |
JP6535953B2 (en) * | 2016-03-03 | 2019-07-03 | 公益財団法人鉄道総合技術研究所 | Fall prevention structure of slope bridge |
CN106337364B (en) * | 2016-08-31 | 2018-08-28 | 招商局重庆交通科研设计院有限公司 | Vibration absorption and isolation support with shearing bolt |
JP6567207B1 (en) * | 2019-01-28 | 2019-08-28 | 日鉄エンジニアリング株式会社 | Sliding seismic isolation device and bridge |
JP6526366B1 (en) * | 2019-01-28 | 2019-06-05 | 日鉄エンジニアリング株式会社 | Slip isolation device and bridge |
-
2002
- 2002-10-28 JP JP2002312345A patent/JP4097504B2/en not_active Expired - Fee Related
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JP2004143877A (en) | 2004-05-20 |
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