JPH0349125Y2 - - Google Patents

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Publication number
JPH0349125Y2
JPH0349125Y2 JP18967586U JP18967586U JPH0349125Y2 JP H0349125 Y2 JPH0349125 Y2 JP H0349125Y2 JP 18967586 U JP18967586 U JP 18967586U JP 18967586 U JP18967586 U JP 18967586U JP H0349125 Y2 JPH0349125 Y2 JP H0349125Y2
Authority
JP
Japan
Prior art keywords
shoe
block
bridge axis
axis direction
lower shoe
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
Application number
JP18967586U
Other languages
Japanese (ja)
Other versions
JPS6395710U (en
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 filed Critical
Priority to JP18967586U priority Critical patent/JPH0349125Y2/ja
Publication of JPS6395710U publication Critical patent/JPS6395710U/ja
Application granted granted Critical
Publication of JPH0349125Y2 publication Critical patent/JPH0349125Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 A 考案の目的 (1) 産業上の利用分野 この考案は、橋梁、高架等の構造物の可動支点
側に設置される構造物用可動支承に関し、更に詳
しくは、地震等の急激な変位に対抗する移動規制
部材を備えた可動支承に関する。
[Detailed explanation of the invention] A. Purpose of the invention (1) Industrial application field This invention relates to a movable support for structures installed on the movable fulcrum side of structures such as bridges and elevated structures. The present invention relates to a movable support equipped with a movement regulating member that resists sudden displacement such as.

(2) 従来の技術 従来、この種の可動支承は、橋桁などの上部構
造もしくはその上を往来する車輌などの荷重を橋
脚などの下部構造に伝達するとともに、上部構造
の伸縮を逃がすために中間沓と下沓との間には転
動部材として複数本のローラーを配し、かつたわ
みを除去するために上沓と中間沓との間にはピン
を配してなるもの(いわゆるピン・ローラー支
承)が用いられている。
(2) Conventional technology Conventionally, this type of movable bearing has been used to transmit the load of the upper structure such as a bridge girder or vehicles passing over it to the lower structure such as a bridge pier, and to release the expansion and contraction of the upper structure. A plurality of rollers are arranged between the shoe and the lower shoe as rolling members, and a pin is arranged between the upper shoe and the middle shoe to remove deflection (so-called pin rollers). bearings) are used.

そして、中間沓と下沓との間には地震等の急激
な変位によつて生じる橋軸方向の過度の相対変位
を規制する移動規制部材が付加されるものである
が、一般には、中間沓の橋軸直角方向の側面に形
成された切欠き凹部に係合し、ボルトによつて下
沓に固定されたサイドブロツクにその役割を果さ
せている。すなわち、このサイドブロツクは、地
震等により中間沓と下沓との間に作用する大きな
上揚力に抵抗するとともに、中間沓の切欠き凹部
に係合して中間沓との間に生じる橋軸方向の過度
の水平変位を互いの衝接によつて規制する役割を
果すものである。従つて、地震等により中間沓と
下沓との間に過度の水平変位力が生じた場合には
サイドブロツクを下沓に固定しているボルトに大
きなせん断力が作用し、当該ボルトを破壊に至ら
しめてサイドブロツクとしての用をなさなくなる
事態となる。
A movement regulating member is added between the intermediate shoe and the lower shoe to prevent excessive relative displacement in the bridge axis direction caused by sudden displacement such as an earthquake. This role is played by a side block that is fixed to the lower shoe with bolts, and is engaged with a notched recess formed on the side surface perpendicular to the bridge axis. In other words, this side block resists the large upward lifting force that acts between the intermediate shoe and the lower shoe due to earthquakes, etc., and also engages with the notch recess of the intermediate shoe and generates a force in the bridge axis direction between the intermediate shoe and the intermediate shoe. It plays a role in controlling excessive horizontal displacement of the parts by collision with each other. Therefore, if an excessive horizontal displacement force is generated between the intermediate shoe and the lower shoe due to an earthquake, etc., a large shearing force will be applied to the bolts that fix the side block to the lower shoe, causing the bolt to break. In the end, it becomes useless as a side block.

(3) 考案が解決しようとする問題点 本考案はこのような従来のサイドブロツクのも
つ問題点に鑑みなされたものであり、地震等によ
り中間沓と下沓との間に作用する大きな上揚力と
過度の水平力とを分離して負担させることに着目
し、これらの上揚力及び水平力に有効に対抗する
可動支承における移動規制構造を得ることを目的
とする。
(3) Problems that the invention aims to solve The present invention was created in view of the problems of the conventional side blocks, and the problem is that the large upper lift force that acts between the intermediate shoe and the lower shoe due to earthquakes, etc. The purpose of this invention is to obtain a movement restriction structure in a movable support that effectively counters these upward lifting forces and horizontal forces.

B 考案の構成及び作用 (1) 問題点を解決するための手段 本考案の構造物用可動支承は上記目的を達成す
るため、以下の構成(技術的手段)を採る。すな
わち、上部構造Gに固定される上沓1と下部構造
Bに固定される下沓2とを有し、該上沓1と下沓
2との間には中間沓3並びに転動部材4が配され
てなる支承において、前記中間沓3の橋軸直角
方向の側部は、切欠き凹部10と該切欠き凹部1
0の底面に連なつて下方に突出する衝接ブロツク
11が一体に形成されており、前記下沓2の橋
軸直角方向の上面には橋軸方向に間隔をもつて相
対向する拘束ブロツク13が上方に突出して一体
に形成されており、該衝接ブロツク11は該拘
束ブロツク13間に橋軸方向に移動域を存して配
されており、該中間沓3の切欠き凹部10に
は、該下沓2に固定された浮上防止ブロツク16
がその上部係止部19を該中間沓3の上面に係合
させ、また、その立脚部18を該切欠き凹部18
内の橋軸方向に前記衝接ブロツク11の橋軸方向
の移動域よりも大きな移動域を存して配置されて
いる、ことを特徴とする。
B. Structure and operation of the device (1) Means for solving the problems In order to achieve the above object, the movable support for structures of the present invention adopts the following structure (technical means). That is, it has an upper shoe 1 fixed to the upper structure G and a lower shoe 2 fixed to the lower structure B, and between the upper shoe 1 and the lower shoe 2, an intermediate shoe 3 and a rolling member 4 are provided. In this support, the side portion of the intermediate shoe 3 in the direction perpendicular to the bridge axis has a notched recess 10 and a notched recess 1.
A collision block 11 is integrally formed with the bottom surface of the lower shoe 2 and protrudes downward, and a restraining block 13 is formed on the upper surface of the lower shoe 2 in the direction perpendicular to the bridge axis, facing each other with an interval in the bridge axis direction. are integrally formed to protrude upward, and the collision block 11 is disposed between the restraining blocks 13 with a movement range in the bridge axis direction. , a floating prevention block 16 fixed to the lower shoe 2
engages its upper locking portion 19 with the upper surface of the intermediate shoe 3, and also engages its standing leg portion 18 with the notch recess 18.
The impact block 11 is arranged with a movement range larger than that of the collision block 11 in the bridge axis direction within the bridge axis direction.

(2) 作用 常時においては、上部構造Gの温度伸縮変位並
びにたわみは可動支承構造により逃がされる。
(2) Effect Under normal conditions, temperature expansion/contraction displacement and deflection of the upper structure G are relieved by the movable support structure.

地震等の非常時において、中間沓と下沓との間
に急激な変位が生じた際、橋軸方向の水平変位は
衝接ブロツクと拘束ブロツクとの衝接により阻止
される。万一、衝接ブロツクと拘束ブロツクとの
衝接により、これらのブロツクに破損を生じた場
合でも、橋軸方向の移動に対しては浮上防止ブロ
ツクと該ブロツクが係合する中間沓の切欠き凹部
との衝接により当該方向の移動は阻止される。こ
れにより橋軸方向の過度の移動に対し二重の安全
性を確保できる。また、上揚力に対しては浮上防
止ブロツクが阻止する。
In an emergency such as an earthquake, when a sudden displacement occurs between the intermediate shoe and the lower shoe, horizontal displacement in the bridge axis direction is prevented by the collision between the impact block and the restraint block. Even if the collision block and restraint block are damaged due to collision, the floating prevention block and the notch in the intermediate shoe that engages with the block will prevent the bridge from moving in the axial direction. Movement in that direction is blocked by collision with the recess. This ensures double safety against excessive movement in the bridge axis direction. In addition, an anti-floating block prevents upward lift.

なお、橋軸直角方向の水平変位は他の適宜手段
により防止される。
Note that horizontal displacement in the direction perpendicular to the bridge axis is prevented by other appropriate means.

C 考案の効果 本考案の構造物用可動支承は前記した構成より
なり作用を奏するものであるので、以下の特有の
効果を有する。
C. Effects of the invention The movable support for structures of the invention has the above-described configuration and functions, and therefore has the following unique effects.

許容範囲を越える橋軸方向の水平変位に対し
て衝接ブロツクと拘束ブロツクとの衝接によ
り、かつ万一これらのブロツクに破損を生じて
も浮上防止ブロツクと該ブロツクが係合する中
間沓の切欠き凹部との衝接によつて当該変位を
阻止でき、これにより橋軸方向の過度の相対移
動に対し二重の安全性を確保することができ
る。
If the impact block and restraint block collide with each other due to horizontal displacement in the bridge axis direction that exceeds the permissible range, and even if these blocks are damaged, the floating prevention block and the intermediate shoe with which the block engages will be damaged. The displacement can be prevented by the collision with the notch recess, thereby ensuring double safety against excessive relative movement in the bridge axis direction.

衝接ブロツク及び拘束ブロツクはそれぞれ中
間沓並びに下沓に一体に形成されているので、
強度が大きく、より大きな水平力に対抗するこ
とができる。
Since the collision block and the restraining block are integrally formed with the middle shoe and the lower shoe, respectively,
It has greater strength and can withstand larger horizontal forces.

D 実施例 本考案の構造物用可動支承の実施例を図面に基
づいて説明する。
D Example An example of the movable support for structures of the present invention will be described based on the drawings.

第1図〜第3図は本考案の一実施例を示す。 1 to 3 show an embodiment of the present invention.

ここに、Gは上部構造であり、Bは下部構造で
ある。
Here, G is the superstructure and B is the substructure.

この支承Hは、上部構造Gに固定される上沓1
と下部構造Bに固定される下沓2との間に中間沓
3並びにローラ4が配されてなる。上沓1と中間
沓3とはそれらの軸受部1a,3aに内装された
ピン5を介して回転自在とされ、上部構造Gの傾
斜変位(すなわちたわみ)を吸収する。ピン5の
両端部には、キヤツプ部材6が上沓1及び中間沓
3の軸受部1a,3aを包み込んで被着され、ボ
ルト7により固定され、これにより上沓1の浮上
りを防止する。なお、軸受部1a,1bが互いに
係合する櫛歯状形式のものであれば、キヤツプ部
材6は省略され得る。
This support H is an upper shoe 1 fixed to the upper structure G.
An intermediate shoe 3 and a roller 4 are arranged between the lower shoe 2 and the lower shoe 2 fixed to the lower structure B. The upper shoe 1 and the intermediate shoe 3 are rotatable via pins 5 installed in their bearings 1a and 3a, and absorb the tilting displacement (ie, deflection) of the upper structure G. Cap members 6 are attached to both ends of the pin 5 so as to wrap around the bearing portions 1a and 3a of the upper shoe 1 and the middle shoe 3, and are fixed with bolts 7, thereby preventing the upper shoe 1 from floating up. Note that if the bearing portions 1a and 1b are of a comb-teeth type that engage with each other, the cap member 6 may be omitted.

また、下沓2と中間沓3との間に配されたロー
ラ4により上部構造Gの伸縮変位を吸収する。下
沓2及び中間沓3におけるローラ4の転動面には
硬質部材8が肉盛りされている。9は締着用ボル
トである。
Furthermore, the expansion and contraction displacement of the upper structure G is absorbed by the rollers 4 arranged between the lower shoe 2 and the middle shoe 3. A hard member 8 is built up on the rolling surfaces of the rollers 4 in the lower shoe 2 and the middle shoe 3. 9 is a tightening bolt.

なお、本実施例図において、ローラ4並びにピ
ン5の橋軸直角方向の中央部にはそれぞれ環状凹
部4a,5aが形成され、かつ、これらの凹部4
a,5aに嵌合する凸部を上沓1、中間沓3及び
下沓2にそれぞれ形成しているが、これらは橋軸
直角方向の水平力に対する移動規制を果してい
る。
In this embodiment, annular recesses 4a and 5a are formed at the center of the roller 4 and pin 5 in the direction perpendicular to the bridge axis, respectively, and these recesses 4
Convex portions that fit into the upper shoe 1, the middle shoe 3, and the lower shoe 2 are respectively formed to fit into the upper shoe 1, the middle shoe 3, and the lower shoe 2, and these serve to restrict movement against horizontal forces in the direction perpendicular to the bridge axis.

中間沓3の下端部の橋軸直角方向の両側部には
切欠き状の凹部10が形成され、この凹部10の
内側に沿つて下方に突出する衝接ブロツク11が
垂設されている。
A cutout-like recess 10 is formed on both sides of the lower end of the intermediate shoe 3 in the direction perpendicular to the bridge axis, and an impact block 11 that projects downward is vertically provided along the inside of the recess 10.

下沓2の橋軸直角方向の両側には、上記衝接ブ
ロツク11に対応して、橋軸方向に2つの拘束ブ
ロツク13,13が間隙部14を隔てて配設され
ている。この間隙部14に衝接ブロツク11が橋
軸方向への移動域を存して配される。
On both sides of the lower shoe 2 in the direction perpendicular to the bridge axis, two restraining blocks 13, 13 are arranged with a gap 14 in the bridge axis direction, corresponding to the collision block 11. The collision block 11 is disposed in this gap 14 with a movement range in the bridge axis direction.

これらの衝接ブロツク11及び拘束ブロツク1
3は中間沓3及び下沓2に一体的に形成されてい
る。
These collision blocks 11 and restraint blocks 1
3 is integrally formed on the middle shoe 3 and the lower shoe 2.

浮上防止ブロツク16は、基部17、立脚部1
8及び係止部19よりなり、立脚部18を中間沓
3の凹部10に臨ませ、かつ、係止部19を中間
沓3の上面にわずかの間隙を存して設置し、基部
17の嵌合凸部20を下沓2の両端縁に形成した
凹部21に嵌合させるとともに固定ボルト・ナツ
ト25により下沓2へ強固に固定する。
The floating prevention block 16 includes a base 17, a standing leg 1
8 and a locking part 19, the standing leg part 18 faces the recess 10 of the intermediate shoe 3, and the locking part 19 is installed on the upper surface of the intermediate shoe 3 with a slight gap, so that the base part 17 is fitted. The mating convex portions 20 are fitted into recesses 21 formed on both ends of the lower shoe 2, and are firmly fixed to the lower shoe 2 with fixing bolts and nuts 25.

この浮上防止ブロツク16の配設において、中
間沓3の凹部10に配された立脚部18と該凹部
10との間の橋軸方向の移動域は、前述した衝接
ブロツク11と拘束ブロツク13との間の移動域
よりも大とされる。
In the arrangement of this floating prevention block 16, the movement range in the bridge axis direction between the standing leg 18 disposed in the recess 10 of the intermediate shoe 3 and the recess 10 is the same as that of the collision block 11 and restraint block 13 described above. It is said to be larger than the range of movement between

この実施例の可動支承は、次のように作動す
る。
The movable bearing of this embodiment operates as follows.

常時においては、上部構造Gの温度伸縮変位は
ローラ4により逃がされ、また上部構造Gの振動
等の回転変位はピン5により逃がされる。この
間、衝接ブロツク11は拘束ブロツク13の間に
余裕をもつて設置されているので、衝接ブロツク
11は拘束ブロツク13に衝接することはなく、
温度伸縮変位を阻害することはない。
At normal times, temperature expansion and contraction displacements of the upper structure G are released by the rollers 4, and rotational displacements such as vibrations of the upper structure G are released by the pins 5. During this time, since the collision block 11 is installed with a margin between the restraint blocks 13, the collision block 11 does not collide with the restraint block 13.
It does not inhibit temperature expansion/contraction displacement.

地震等の非常時において、中間沓3と下沓2と
の間に急激な橋軸方向の相対変位が生じた際、橋
軸方向の水平変位は衝接ブロツク11と拘束ブロ
ツク13との衝接により阻止される。また、上揚
力に対しては浮上防止ブロツク16の係止部19
が中間沓3に係合して、その浮上りを阻止する。
In an emergency such as an earthquake, when a sudden relative displacement occurs between the middle shoe 3 and the lower shoe 2 in the bridge axis direction, the horizontal displacement in the bridge axis direction is caused by the collision between the collision block 11 and the restraint block 13. is prevented by In addition, the locking portion 19 of the anti-float block 16 is used against upward lift.
engages with the intermediate shoe 3 to prevent it from floating.

万一、衝接ブロツク11と拘束ブロツク13と
の衝接により、当該ブロツクが破損した場合で
も、橋軸方向の変位は浮上防止ブロツク16と中
間沓3の切欠き凹部10との衝接により阻止され
るので、中間沓3、ひいては中間沓3とピン5を
介して一体の上沓1が下沓2から脱落するなどの
事態は生じない。
Even if the block is damaged due to a collision between the collision block 11 and the restraining block 13, displacement in the bridge axis direction will be prevented by the collision between the floating prevention block 16 and the notch recess 10 of the intermediate shoe 3. Therefore, a situation such as the intermediate shoe 3 and, furthermore, the upper shoe 1 integrated with the intermediate shoe 3 and the pin 5 falling off from the lower shoe 2 does not occur.

なお、橋軸直角方向の水平変位はローラ4及び
ピン5に形成された凹部4a,5aと上沓1、中
間沓3、下沓2に形成された凸部との嵌合により
規制される。
Note that the horizontal displacement in the direction perpendicular to the bridge axis is regulated by fitting of the concave portions 4a and 5a formed in the roller 4 and the pin 5 with the convex portions formed in the upper shoe 1, the middle shoe 3, and the lower shoe 2.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本考案の構造物用可動支承の実施例を示
し、第1図はその一実施例の一部正面一部中央断
面図、第2図はその一部側面一部断面(第1図の
X−X線断面)図、第3図はその要部の分解斜視
図である。 G……上部構造、13……下部構造、1……上
沓、2……下沓、3……中間沓、4……ローラ、
5……ピン、11……衝接ブロツク、13……拘
束ブロツク、20……浮上防止ブロツク。
The drawings show an embodiment of the movable support for structures of the present invention, and FIG. 1 is a partially front, partially central sectional view of one embodiment, and FIG. XX cross section) and FIG. 3 are exploded perspective views of the main parts thereof. G... Upper structure, 13... Lower structure, 1... Upper shoe, 2... Lower shoe, 3... Middle shoe, 4... Roller,
5...Pin, 11...Collision block, 13...Restriction block, 20...Floating prevention block.

Claims (1)

【実用新案登録請求の範囲】 上部構造Gに固定される上沓1と下部構造Bに
固定される下沓2とを有し、該上沓1と下沓2と
の間には中間沓3並びに転動部材4が配されてな
る支承において、 前記中間沓3の橋軸直角方向の側部には、切欠
き凹部10と該切欠き凹部10の底面に連なつて
下方に突出する衝接ブロツク11が一体に形成さ
れており、 前記下沓2の橋
軸直角方向の上面には橋軸方向に間隔をもつて相
対向する拘束ブロツク13が上方に突出して一体
に形成されており、 前記衝接ブロツク11は前記相対向する拘束ブ
ロツク13間に橋軸方向に移動域を存して配され
ており、 前記中間沓3の切欠き凹部10には、前記下沓
2に固定された浮上防止ブロツク16がその上部
の係止部19を該中間沓3の上面に係合させ、ま
た、その立脚部18を該切欠き凹部10内の橋軸
方向に前記衝接ブロツク11の橋軸方向の移動域
よりも大きな移動域を存して配置されている、 ことを特徴とする構造物用可動支承。
[Claims for Utility Model Registration] It has an upper shoe 1 fixed to the upper structure G and a lower shoe 2 fixed to the lower structure B, and between the upper shoe 1 and the lower shoe 2 is an intermediate shoe 3. In addition, in the bearing in which the rolling member 4 is disposed, the side portion of the intermediate shoe 3 in the direction perpendicular to the bridge axis includes a notch recess 10 and an impact that is connected to the bottom surface of the notch recess 10 and protrudes downward. A block 11 is integrally formed, and a restraining block 13 is integrally formed on the upper surface of the lower shoe 2 in the direction perpendicular to the bridge axis, protruding upward and facing each other at a distance in the bridge axis direction. The collision block 11 is disposed between the opposing restraint blocks 13 with a movement range in the bridge axis direction, and the notch recess 10 of the intermediate shoe 3 has a floating block fixed to the lower shoe 2. The prevention block 16 engages the upper locking part 19 with the upper surface of the intermediate shoe 3, and also moves its upright part 18 in the notch recess 10 in the bridge axis direction of the collision block 11. A movable support for a structure, characterized in that the support is arranged with a movement range larger than that of the structure.
JP18967586U 1986-12-09 1986-12-09 Expired JPH0349125Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18967586U JPH0349125Y2 (en) 1986-12-09 1986-12-09

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18967586U JPH0349125Y2 (en) 1986-12-09 1986-12-09

Publications (2)

Publication Number Publication Date
JPS6395710U JPS6395710U (en) 1988-06-21
JPH0349125Y2 true JPH0349125Y2 (en) 1991-10-21

Family

ID=31142193

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18967586U Expired JPH0349125Y2 (en) 1986-12-09 1986-12-09

Country Status (1)

Country Link
JP (1) JPH0349125Y2 (en)

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