JPH0364005B2 - - Google Patents

Info

Publication number
JPH0364005B2
JPH0364005B2 JP60182972A JP18297285A JPH0364005B2 JP H0364005 B2 JPH0364005 B2 JP H0364005B2 JP 60182972 A JP60182972 A JP 60182972A JP 18297285 A JP18297285 A JP 18297285A JP H0364005 B2 JPH0364005 B2 JP H0364005B2
Authority
JP
Japan
Prior art keywords
rubber bearing
metal
support member
plate
metal plate
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 - Lifetime
Application number
JP60182972A
Other languages
Japanese (ja)
Other versions
JPS6245803A (en
Inventor
Hideaki Haino
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BBM Co Ltd
Original Assignee
BBM Co Ltd
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 BBM Co Ltd filed Critical BBM Co Ltd
Priority to JP18297285A priority Critical patent/JPS6245803A/en
Publication of JPS6245803A publication Critical patent/JPS6245803A/en
Publication of JPH0364005B2 publication Critical patent/JPH0364005B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、橋桁等の構造物と橋脚または橋台等
の支持構造物との間に予備せん断変形されたゴム
支承をセツトする場合に使用する予備せん断変形
保持装置に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention is used when a pre-sheared rubber bearing is set between a structure such as a bridge girder and a support structure such as a bridge pier or abutment. This invention relates to a preliminary shear deformation holding device.

〔従来技術〕[Prior art]

橋脚または橋台等の支持構造物によりゴム支承
を介してコンクリートの橋桁等の構造物を支承し
た場合、その構造物における被支承部は、温度変
化による構造物の伸縮、コンクリート構造物の乾
燥収縮やクリープ等により水平移動し、そのため
ゴム支承は構造物長手方向すなわち前後方向にせ
ん断変形される。
When a structure such as a concrete bridge girder is supported by a support structure such as a bridge pier or abutment via a rubber bearing, the supported part of the structure is susceptible to expansion and contraction of the structure due to temperature changes, drying shrinkage of the concrete structure, etc. It moves horizontally due to creep or the like, and as a result, the rubber bearing is sheared and deformed in the longitudinal direction of the structure, that is, in the front-rear direction.

ゴム支承がせん断変形されると、ゴム支承のせ
ん断変形抵抗力と同じ大きさの水平力が支持構造
物の上部に作用し、せん断変形抵抗力は構造物の
被支承部の水平移動量すなわちゴム支承のせん断
変形量に比例して大きくなる。
When the rubber bearing undergoes shear deformation, a horizontal force of the same magnitude as the shear deformation resistance force of the rubber bearing acts on the upper part of the support structure, and the shear deformation resistance force is equal to the amount of horizontal movement of the supported part of the structure, that is, the rubber It increases in proportion to the amount of shear deformation of the bearing.

支持構造物の上部に大きな水平力が作用する場
合は、支持構造物の断面を大きくする等の強化手
段を採用する必要が生じるので不経済である。ま
たゴム支承におけるゴム層の厚さを厚くすればゴ
ム支承のせん断抵抗を小さくできるが、ゴム層の
厚さを厚くすれば、ゴム支承の安定性の抵下を防
止するためゴム支承の平面積を大きくする必要が
生じ、そのためゴム支承の厚さおよび平面積が大
きくなつて、ゴム支承が高価になる。
If a large horizontal force acts on the upper part of the support structure, it will be uneconomical because it will be necessary to take reinforcement measures such as enlarging the cross section of the support structure. Also, by increasing the thickness of the rubber layer in a rubber bearing, the shear resistance of the rubber bearing can be reduced, but if the thickness of the rubber layer is increased, the flat area of the rubber bearing is It becomes necessary to increase the rubber bearing, which increases the thickness and planar area of the rubber bearing, making the rubber bearing expensive.

この対策として、ゴム支承に対し、コンクリー
ト構造物の乾燥収縮、クリープ等の変形量に相当
する量の予備せん断変形を、構造物の変形方向と
逆方向に与えておくことが行なわれ、この予備せ
ん断を与える手段としては、特公昭52−34138号
公報により公表されているように、鋼製溝形保持
部材をボルトにより支持構造物の上部に固定し、
ゴム支承における下部鋼板をボルトにより溝形保
持部材の底板に固定し、ゴム支承における上部鋼
板に鋼製溝形型枠の底板を載置してボルトにより
固定し、液圧ジヤツキにより溝形型枠をコンクリ
ート構造物の乾燥収縮、クリープ等の変形量に相
当する長さだけ変形方向とは逆方向に移動した状
態で、前記溝形型枠内にコンクリートを打設し、
そのコンクリートの養生期間を経過したのち、前
記液圧ジヤツキを撤去する手段が知られている。
As a countermeasure against this, a preliminary shear deformation is applied to the rubber bearing in an amount equivalent to the amount of deformation due to drying shrinkage, creep, etc. of the concrete structure in a direction opposite to the deformation direction of the structure. As a means of applying shear, as disclosed in Japanese Patent Publication No. 52-34138, a steel groove-shaped holding member is fixed to the upper part of the support structure with bolts.
The lower steel plate of the rubber bearing is fixed to the bottom plate of the groove-shaped holding member with bolts, the bottom plate of the steel groove-shaped formwork is placed on the upper steel plate of the rubber bearing and fixed with bolts, and the groove-shaped formwork is fixed with hydraulic jacks. concrete is moved in the opposite direction to the deformation direction by a length corresponding to the amount of deformation due to drying shrinkage, creep, etc. of the concrete structure, and concrete is poured into the channel formwork,
There is a known method for removing the hydraulic jack after the concrete has undergone a curing period.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかし、この手段の場合は、溝形型枠を移動す
る際に使用した大型の溝形保持部材が、回収され
ることなく、そのまま残置され、かつ液圧ジヤツ
キの反力支承部材を溝形保持部材または支承構造
物等に固定する必要があるので、施工が煩雑で工
費が高くなるという問題がある。
However, in the case of this method, the large groove-shaped holding member used when moving the groove-shaped formwork is left as it is without being recovered, and the reaction force support member of the hydraulic jack is held in the groove shape. Since it is necessary to fix it to a member or a supporting structure, there is a problem that the construction is complicated and the construction cost is high.

〔発明の目的および構成〕[Object and structure of the invention]

本発明は、前述の問題を有利に解決できるゴム
支承の予備せん断変形保持装置を提供することを
目的とするものであつて、上部が前方に偏位する
と共に下部が後方に偏位するように予備せん断変
形されているゴム支承1の前部および後部に金属
製前部支承部材2および金属製後部支承部材3が
配置され、ゴム支承1における下部金属板4の前
端部は前部支承部材2に係合され、ゴム支承1に
おける上部金属板5の後端部は後部支承部材3に
係合され、ゴム支承1の左右両側に配置された金
属製連結部材6を介して前部支承部材2および後
部支承部材3の両端部が連結され、前部支承部材
2および後部支承部材3の少なくとも一端部と連
結部材6とは分離可能に構成されていることを特
徴とするゴム支承の予備せん断変形保持装置を要
旨とするものである。
SUMMARY OF THE INVENTION An object of the present invention is to provide a pre-shear deformation retaining device for a rubber bearing which can advantageously solve the above-mentioned problems, and has a structure in which the upper part is deviated forward and the lower part is deviated rearward. A metal front support member 2 and a metal rear support member 3 are arranged at the front and rear parts of the rubber bearing 1 which has been subjected to preliminary shear deformation, and the front end of the lower metal plate 4 in the rubber bearing 1 is connected to the front support member 2 The rear end of the upper metal plate 5 of the rubber bearing 1 is engaged with the rear support member 3, and the front support member 2 is connected to the rubber bearing 1 through metal connecting members 6 disposed on both left and right sides of the rubber bearing 1. Pre-shearing deformation of a rubber bearing characterized in that both ends of the rear support member 3 are connected, and at least one end of the front support member 2 and the rear support member 3 and the connection member 6 are configured to be separable. The gist is a holding device.

〔実施例〕〔Example〕

次に本発明を図面に示した例によつて詳細に説
明する。
Next, the present invention will be explained in detail using examples shown in the drawings.

第1図ないし第4図は、本発明の第1実施例に
係る予備せん断変形保持装置の使用状態を示し、
第5図は第1実施例において用いられるゴム支承
を示すものであつて、ゴム層8の下面に、中央下
面に下部係止突起9を有する鋼板からなる下部金
属板4が一体に固着され、かつゴム層8の上面
に、中央上面に上部係止突起10を有する鋼板か
らなる上部金属板5が一体に固着されて、平面4
角のゴム支承1が構成され、そのゴム支承1は、
上部が前方(第1図の左側)に偏位すると共に下
部が後方(第1図の右側)に偏位するようにせん
断変形され、さらにゴム支承1の前部には、下面
板11および上面板12とそれらの間に配置され
て固着された多数のリブ13とからなる金属製前
部支承部材2が配置され、またゴム支承1の後部
には、下面板14および上面板15とそれらの間
に配置されて固着された多数のリブ16とからな
る金属製後部支承部材3が配置されている。
1 to 4 show the state of use of the preliminary shear deformation holding device according to the first embodiment of the present invention,
FIG. 5 shows the rubber bearing used in the first embodiment, in which a lower metal plate 4 made of a steel plate having a lower locking protrusion 9 on the lower center surface is integrally fixed to the lower surface of the rubber layer 8. Moreover, an upper metal plate 5 made of a steel plate having an upper locking protrusion 10 on the upper center surface is integrally fixed to the upper surface of the rubber layer 8, so that the flat surface 4
A corner rubber bearing 1 is constructed, and the rubber bearing 1 is
The upper part is sheared and deformed so that it is displaced forward (to the left in Figure 1) and the lower part is displaced to the rear (to the right in Figure 1). A metal front support member 2 consisting of a face plate 12 and a number of ribs 13 arranged and fixed between them is disposed, and at the rear of the rubber support 1 are a lower face plate 14, an upper face plate 15 and their A metal rear support member 3 is arranged, consisting of a number of ribs 16 arranged and fixed therebetween.

ゴム支承1における下部金属板4の前端部は金
属製前部支承部材2における下面板11の後端部
に係合され、ゴム支承1における上部金属板5の
後端部は金属製後部支承部材3における上面板1
5の前端部に係合され、かつゴム支承1の左右両
側には前後方向に延長する鋼板からなる金属製連
結部材6が配置され、前記金属製前部支承部材2
および金属製後部支承部材3における下面板1
1,14の両端部は金属製連結部材6の下部係止
突起17に係合され、さらに前記金属製前部支承
部材2および金属製下部支承部材3における上面
板12,15の両端部は金属製連結部材6の上部
係止突起18に係合され、また各金属製連結部材
6の両端部はそれらにわたつて挿通されたボルト
19により連結されている。
The front end of the lower metal plate 4 in the rubber bearing 1 is engaged with the rear end of the lower plate 11 in the metal front support member 2, and the rear end of the upper metal plate 5 in the rubber bearing 1 is engaged with the rear end of the lower metal plate 5 in the metal rear support member 2. Top plate 1 in 3
A metal connecting member 6 made of a steel plate and extending in the front-rear direction is disposed on both left and right sides of the rubber bearing 1 and is engaged with the front end of the metal front support member 2.
and the bottom plate 1 of the metal rear support member 3
Both ends of the upper plates 12 and 15 of the metal front support member 2 and the metal lower support member 3 are engaged with the lower locking protrusion 17 of the metal connecting member 6, and both ends of the upper plates 12 and 15 of the metal front support member 2 and the metal lower support member 3 are It is engaged with the upper locking projection 18 of the metal connecting member 6, and both ends of each metal connecting member 6 are connected by bolts 19 inserted across them.

前記ゴム支承1における下部金属板4の下面は
金属製前部支承部材2、金属製後部支承部材3お
よび金属製連結部材6の下面よりも僅かに低レベ
ルに配置され、かつゴム支承1における上部金属
板5の上面は金属製前部支承部材2、金属製後部
支承部材3および金属製連結部材6の上面よりも
僅かに高レベルに配置され、さらに金属製前部支
承部材2における下面板11および上面板12の
後部中央に設けられた離脱防止用突出部20は、
ゴム支承1における下部金属板4および上部金属
板5の前部中央に設けられた凹部21内に配置さ
れ、また金属製後部支承部材3における下面板1
4および上面板15の前部中央に設けられた離脱
防止用突出部22は、ゴム支承1における下部金
属板4および上部金属板5の後部中央に設けられ
た凹部23内に配置されている。
The lower surface of the lower metal plate 4 in the rubber bearing 1 is arranged at a slightly lower level than the lower surfaces of the metal front support member 2, the metal rear support member 3, and the metal connection member 6, and the upper surface of the rubber support 1 The upper surface of the metal plate 5 is arranged at a slightly higher level than the upper surfaces of the metal front support member 2, the metal rear support member 3, and the metal connection member 6, and the lower surface plate 11 of the metal front support member 2 And the detachment prevention protrusion 20 provided at the rear center of the top plate 12 is
The lower metal plate 4 and the upper metal plate 5 of the rubber bearing 1 are arranged in a recess 21 provided in the center of the front part, and the lower surface plate 1 of the metal rear support member 3
A detachment prevention protrusion 22 provided at the center of the front portions of the rubber bearing 1 and the upper metal plate 15 is disposed in a recess 23 provided at the center of the rear portions of the lower metal plate 4 and the upper metal plate 5 of the rubber bearing 1.

ゴム支承1に予備せん断変形を与えて、そのゴ
ム支承1の本発明の予備せん断変形保持装置によ
り保持する場合は、まず第6図に示すように、ジ
ヤツキ反力支承部24および下部係止凹部25を
有する鋼製受台26の上面にゴム支承1の下部金
属板4を載置すると共に、その下部金属板4の下
部係止突起9を受台26の係止凹部25に嵌合
し、かつゴム支承1の上部金属板5に鋼製押圧板
27を載置すると共に、その上部金属板5の上部
係止突起10を押圧板27の上部係止凹部28に
嵌合し、さらにその押圧板27に左右方向に延長
する複数の棒状ローラ29を介して押え部材30
を載置し、その押え部材30に荷重Pを加える。
When applying preliminary shear deformation to the rubber bearing 1 and holding the rubber bearing 1 by the preliminary shear deformation holding device of the present invention, first, as shown in FIG. 25, the lower metal plate 4 of the rubber bearing 1 is placed on the upper surface of the steel pedestal 26, and the lower locking protrusion 9 of the lower metal plate 4 is fitted into the locking recess 25 of the pedestal 26. Then, the steel pressing plate 27 is placed on the upper metal plate 5 of the rubber bearing 1, and the upper locking protrusion 10 of the upper metal plate 5 is fitted into the upper locking recess 28 of the pressing plate 27, and the pressing A pressing member 30 is attached to the plate 27 via a plurality of rod-shaped rollers 29 extending in the left-right direction.
is placed, and a load P is applied to the holding member 30.

次に前記ジヤツキ反力支承部24に係合した液
圧ジヤツキ31の伸長動作により押圧板27を前
方に押圧移動し、その押圧板27により上部金属
板5を前進移動させて、ゴム支承1に所要量の予
備せん断変形を与える。
Next, the hydraulic jack 31 engaged with the jack reaction force support portion 24 presses and moves the press plate 27 forward, and the press plate 27 moves the upper metal plate 5 forward, so that it is attached to the rubber support 1. Give the required amount of pre-shear deformation.

次にせん断変形されたゴム支承1の周囲に、第
1図ないし第4図に示すように、本発明の予備せ
ん断変形保持装置をセツトしたのち、前記液圧ジ
ヤツキ31を短縮動作させ、次いで押え部材30
および棒状ローラ29を撤去する。
Next, as shown in FIGS. 1 to 4, the preliminary shear deformation retaining device of the present invention is set around the sheared rubber bearing 1, and then the hydraulic jack 31 is shortened, and then the presser Member 30
and the rod-shaped roller 29 is removed.

次に予備せん断変形保持装置により予備せん断
変形状態に保持されているゴム支承1を、構造物
架設現場に運搬し、かつ第7図に示すように予め
橋台または橋脚等の支持構造物32の上部に固定
されているアンカー部材33付きの鋼製下部支承
板34に、ゴム支承1の下部金属板4を載置する
と共に下部金属板4の下部係止突起9を下部支承
板34の下部係止凹部25に嵌入し、さらに上部
にアンカー部材35を固定した鋼製上部支承板3
6を、ゴム支承1の上部金属板5に載置すると共
に、上部金属板5の上部係止突起10を上部支承
板36の上部係止凹部28に嵌入する。
Next, the rubber bearing 1 held in the pre-shear deformation state by the pre-shear deformation holding device is transported to the structure erection site, and as shown in FIG. The lower metal plate 4 of the rubber bearing 1 is placed on the steel lower support plate 34 with the anchor member 33 fixed to the lower metal plate 4, and the lower locking protrusion 9 of the lower metal plate 4 is locked to the lower part of the lower support plate 34. A steel upper support plate 3 that fits into the recess 25 and has an anchor member 35 fixed thereto.
6 is placed on the upper metal plate 5 of the rubber support 1, and the upper locking protrusion 10 of the upper metal plate 5 is fitted into the upper locking recess 28 of the upper support plate 36.

次に橋桁等の構造物37を構成する型枠(図示
を省略した)を配置して、その中にコンクリート
を打設し、そのコンクリートの養生期間を経過し
たのち、前記ボルト19を取外し、次に第8図に
示すように左右の金属製連結部材6の端部間に、
ジヤツキ38を介在させるかまたはジヤツキ38
とスペーサ39とを介在させ、そのジヤツキ38
により各金属製連結部材6の端部に相互に離反す
る方向に移動させて、前部支承部材2または後部
支承部材3と金属製連結部材6における下部係止
突起17および上部係止突起18との係合を外
し、次いで予備せん断保持装置をゴム支承1の周
囲から撤去して、第9図の状態にする。
Next, a formwork (not shown) constituting a structure 37 such as a bridge girder is placed, concrete is poured into it, and after a curing period for the concrete has elapsed, the bolts 19 are removed. As shown in FIG. 8, between the ends of the left and right metal connecting members 6,
The jack 38 is interposed or the jack 38
and a spacer 39, and the jack 38
The lower locking protrusion 17 and the upper locking protrusion 18 of the front support member 2 or the rear support member 3 and the metal connection member 6 are moved by moving the ends of each metal connection member 6 in a direction away from each other. is disengaged, and then the pre-shear retention device is removed from around the rubber bearing 1, resulting in the condition shown in FIG.

第1実施例の場合は、ゴム支承1の上部が前方
に偏位すると共にゴム支承の下部が後方に偏位す
るように、ゴム支承を予備せん断変形させている
ので、下部金属板4の前端部に金属製前部支承部
材2における下面板11の後端部が係合し、かつ
上部金属板5の後端部に金属製後部支承部材3に
おける上面板15の前端部が係合しているが、こ
れと逆に、ゴム支承1の上部が後方に偏位すると
共にゴム支承の下部が前方に偏位するように、ゴ
ム支承を予備せん断変形させる場合は、下部金属
板4の後端部に金属製後部支承部材3における下
面板14の前端部が係合し、かつ上部金属板5の
前端部に金属製前部支承部材2における上面板1
2の後端部が係合する。
In the case of the first embodiment, the rubber bearing is subjected to preliminary shear deformation so that the upper part of the rubber bearing 1 is deviated forward and the lower part of the rubber bearing is deviated rearward, so that the front end of the lower metal plate 4 is The rear end of the lower plate 11 of the metal front support member 2 is engaged with the upper metal plate 5, and the front end of the upper plate 15 of the metal rear support member 3 is engaged with the rear end of the upper metal plate 5. However, if, on the contrary, the rubber bearing is pre-sheared so that the upper part of the rubber bearing 1 is displaced backward and the lower part of the rubber bearing is displaced forward, the rear end of the lower metal plate 4 The front end of the lower plate 14 of the metal rear support member 3 engages with the front end of the upper metal plate 5, and the upper plate 1 of the metal front support member 2 engages with the front end of the upper metal plate 5.
The rear ends of 2 are engaged.

第10図ないし第12図は本発明の第2実施例
を示すものであつて、ゴム支承1の前部および後
部と金属前部支承部材2および金属製後部支承部
材3との間の離脱防止手段が省略され、その代り
に、各金属製連結部材6の中間部の上部および下
部に一体に設けられた離脱防止用突出部20が、
ゴム支承1における下部金属板4および上部金属
板5の左右両側に設けられた凹部21内に配置さ
れて、離脱防止手段が構成されているが、その他
の構成は第1実施例の場合と同様である。
10 to 12 show a second embodiment of the present invention, which prevents separation between the front and rear parts of the rubber bearing 1 and the metal front support member 2 and metal rear support member 3. The means is omitted, and instead, detachment prevention protrusions 20 are provided integrally at the upper and lower portions of the intermediate portions of each metal connecting member 6.
A detachment prevention means is arranged in the recesses 21 provided on both left and right sides of the lower metal plate 4 and the upper metal plate 5 in the rubber bearing 1, but the other configuration is the same as in the first embodiment. It is.

第13図は本発明の第3実施例を示すものであ
つて、第1実施例におけるボルト19が省略さ
れ、各金属製連結部材6と金属製前部支承部材2
および金属製後部支承部材3とが仮付溶接40に
より結合されているが、その他の構成は第1実施
例の場合と同様である。
FIG. 13 shows a third embodiment of the present invention, in which the bolts 19 in the first embodiment are omitted, and each metal connecting member 6 and the metal front support member 2 are omitted.
and the metal rear support member 3 are joined by tack welding 40, but the other configurations are the same as in the first embodiment.

第3実施例の場合は構造物を施工したのち、各
金属製連結部材6の端部をジヤツキにより押開い
て前記仮付溶液を破壊し、次いで金属製前部支承
部材2、金属製後部支承部材3および金属製連結
部材6をゴム支承1の周囲から撤去する。
In the case of the third embodiment, after constructing the structure, the ends of each metal connecting member 6 are pushed open with jacks to destroy the tacking solution, and then the metal front support member 2 and the metal rear support are The member 3 and the metal connecting member 6 are removed from around the rubber bearing 1.

本発明を実施する場合、ゴム支承1としては、
ゴム層8の厚さ方向の中間に、ゴム層の水平方向
の伸びを抑制するための金属板またはその他の伸
び抑制材を一体に介在させたものを使用してもよ
く、また前記下部係止突起9および上部係止突起
10の平面形状は円形、4角形その他任意形状で
あつてもよく、さらにまた、前記金属製前部支承
金具2および金属製後部支承金具3を鋼材により
製作するのが好ましい。
When carrying out the present invention, the rubber bearing 1 includes:
A metal plate or other elongation suppressing material may be integrally interposed in the middle of the rubber layer 8 in the thickness direction to suppress the elongation of the rubber layer in the horizontal direction. The planar shape of the protrusion 9 and the upper locking protrusion 10 may be circular, square, or any other arbitrary shape.Furthermore, the metal front support 2 and the metal rear support 3 may be made of steel. preferable.

〔発明の効果〕〔Effect of the invention〕

本発明によれば上部が前方に偏位すると共に下
部が後方に偏位するように予備せん断変形されて
いるゴム支承1の前部および後部に金属製前部支
承部材2および金属製後部支承部材3が配置さ
れ、ゴム支承1における下部金属板4の前端部は
前部支承部材2に係合され、ゴム支承1における
上部金属板5の後端部は後部支承部材3に係合さ
れ、ゴム支承1の左右両側に配置された金属製連
結部材6を介して前部支承部材2および後部支承
部材3の両端部が連結され、前部支承部材2およ
び後部支承部材3の少なくとも一端部と連結部材
6とは分離可能に構成されているので、ゴム支承
1の周囲を囲む小型、軽量の予備せん断変形保持
装置により、ゴム支承1を予備せん断変形状態に
保持して、そのゴム支承1を構造物架設現場まで
運搬することができ、かつ支持構造物32により
ゴム支承1を介して構造物37を支承したのち
は、金属製前部支承部材2および金属製後部支承
部材3と金属製連結部材6とを分離して、それら
をゴム支承1の周囲から撤去することができ、そ
のため予備せん断変形保持装置を回収して再使用
できるので経済的であり、さらに予備せん断変形
されたゴム支承1を支持構造物32の上に設置し
て、そのゴム支承1の上に構造物37を施工した
のち、予備せん断変形保持装置を撤去するだけで
よいので、施工が容易である等の効果が得られ
る。
According to the present invention, a metal front support member 2 and a metal rear support member are provided at the front and rear parts of the rubber bearing 1, which is pre-sheared so that the upper part is deviated forward and the lower part is deviated rearward. 3 is arranged, the front end of the lower metal plate 4 in the rubber bearing 1 is engaged with the front support member 2, the rear end of the upper metal plate 5 in the rubber bearing 1 is engaged with the rear support member 3, and the rubber Both ends of the front support member 2 and the rear support member 3 are connected via metal connection members 6 arranged on both left and right sides of the support 1, and connected to at least one end of the front support member 2 and the rear support member 3. Since it is configured to be separable from the member 6, the rubber bearing 1 is held in a preliminary shear deformation state by a small, lightweight preliminary shear deformation holding device that surrounds the rubber bearing 1, and the rubber bearing 1 is structurally After the object can be transported to the construction site and the structure 37 is supported by the support structure 32 via the rubber bearing 1, the metal front support member 2, the metal rear support member 3 and the metal connection member are assembled. 6 can be separated from the rubber bearing 1 and removed from around the rubber bearing 1, which is economical because the pre-shear deformation retaining device can be recovered and reused. After installing the structure 37 on the support structure 32 and constructing the structure 37 on top of the rubber support 1, it is only necessary to remove the preliminary shear deformation holding device, so that effects such as ease of construction can be obtained. .

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

第1図ないし第4図は本発明の第1実施例に係
る予備せん断変形保持装置の使用状態を示すもの
であつて、第1図は縦断側面図、第2図は側面
図、第3図は平面図、第4図は斜視図である。第
5図は第1実施例において用いられるゴム支承の
斜視図、第6図はゴム支承に予備せん断を与えて
いる状態を示す一部縦断側面図、第7図は予備せ
ん断変形保持装置により予備せん断変形状態に保
持されているゴム支承を支持構造物の上にセツト
した状態を示す縦断側面図、第8図は各連結部材
の端部間にジヤツキをセツトした状態を示す平面
図、第9図は予備せん断変形されたゴム支承によ
り構造物を支持している状態を示す縦断側面図で
ある。第10図ないし第12図は本発明の第2実
施例に係る予備せん断変形保持装置の使用状態を
示すものであつて、第10図は縦断側面図、第1
1図は横断正面図、第12図は平面図である。第
13図は本発明の第3実施例に係る予備せん断変
形保持装置の使用状態を示す平面図である。 図中、1:ゴム支承、2:金属製前部支承部
材、3:金属製後部支承部材、4:下部金属板、
5:上部金属板、6:金属製連結部材、7:保持
フレーム、8:ゴム層、9:下部係止突起、1
0:上部係止突起、11:下面板、12:上面
板、13:リブ、14:下面板、15:上面板、
16:リブ、17:下部係止突起、18:上部係
止突起、19:ボルト、20:離脱防止用突出
部、21:凹部、22:離脱防止用突出部、2
3:凹部、25:下部係止凹部、26:鋼製受
台、27:鋼製押圧板、28:上部係止凹部、2
9:棒状ローラ、31:液圧ジヤツキ、32:支
持構造物、34:鋼製下部支承板、36:鋼製上
部支承板、37:構造物、38:ジヤツキ。
1 to 4 show the state of use of the preliminary shear deformation retaining device according to the first embodiment of the present invention, in which FIG. 1 is a longitudinal sectional side view, FIG. 2 is a side view, and FIG. 3 is a side view. is a plan view, and FIG. 4 is a perspective view. Fig. 5 is a perspective view of the rubber bearing used in the first embodiment, Fig. 6 is a partially longitudinal side view showing a state in which preliminary shear is applied to the rubber bearing, and Fig. 7 is a preliminary shear deformation holding device. FIG. 8 is a longitudinal cross-sectional side view showing a state in which the rubber bearing held in a shear deformed state is set on a support structure; FIG. 8 is a plan view showing a state in which a jack is set between the ends of each connecting member; FIG. The figure is a longitudinal sectional side view showing a state in which a structure is supported by a rubber bearing that has been subjected to preliminary shear deformation. 10 to 12 show the state of use of the preliminary shear deformation retaining device according to the second embodiment of the present invention, in which FIG. 10 is a longitudinal sectional side view;
FIG. 1 is a cross-sectional front view, and FIG. 12 is a plan view. FIG. 13 is a plan view showing the state in which the preliminary shear deformation holding device according to the third embodiment of the present invention is used. In the figure, 1: rubber bearing, 2: metal front support member, 3: metal rear support member, 4: lower metal plate,
5: Upper metal plate, 6: Metal connecting member, 7: Holding frame, 8: Rubber layer, 9: Lower locking protrusion, 1
0: Upper locking protrusion, 11: Lower plate, 12: Upper plate, 13: Rib, 14: Lower plate, 15: Upper plate,
16: Rib, 17: Lower locking protrusion, 18: Upper locking protrusion, 19: Bolt, 20: Separation prevention protrusion, 21: Recess, 22: Separation prevention protrusion, 2
3: recess, 25: lower locking recess, 26: steel pedestal, 27: steel pressing plate, 28: upper locking recess, 2
9: Rod-shaped roller, 31: Hydraulic jack, 32: Support structure, 34: Steel lower support plate, 36: Steel upper support plate, 37: Structure, 38: Jack.

Claims (1)

【特許請求の範囲】[Claims] 1 上部が前方に偏位すると共に下部が後方に偏
位するように予備せん断変形されているゴム支承
1の前部および後部に金属製前部支承部材2およ
び金属製後部支承部材3が配置され、ゴム支承1
における下部金属板4の前端部は前部支承部材2
に係合され、ゴム支承1における上部金属板5の
後端部は後部支承部材3に係合され、ゴム支承1
の左右両側に配置された金属製連結部材6を介し
て前部支承部材2および後部支承部材3の両端部
が連結され、前部支承部材2および後部支承部材
3の少なくとも一端部と連結部材6とは分離可能
に構成されていることを特徴とするゴム支承の予
備せん断変形保持装置。
1 A metal front support member 2 and a metal rear support member 3 are arranged at the front and rear parts of a rubber bearing 1 which has been subjected to preliminary shear deformation so that the upper part is displaced forward and the lower part is displaced backward. , rubber bearing 1
The front end of the lower metal plate 4 in is connected to the front support member 2.
The rear end of the upper metal plate 5 of the rubber bearing 1 is engaged with the rear support member 3, and the rubber bearing 1
Both ends of the front support member 2 and rear support member 3 are connected via metal connection members 6 arranged on both left and right sides of A preliminary shear deformation holding device for a rubber bearing, characterized in that it is configured to be separable from the device.
JP18297285A 1985-08-22 1985-08-22 Preparatory shearing deformation holding apparatus of rubbersupport Granted JPS6245803A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18297285A JPS6245803A (en) 1985-08-22 1985-08-22 Preparatory shearing deformation holding apparatus of rubbersupport

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18297285A JPS6245803A (en) 1985-08-22 1985-08-22 Preparatory shearing deformation holding apparatus of rubbersupport

Publications (2)

Publication Number Publication Date
JPS6245803A JPS6245803A (en) 1987-02-27
JPH0364005B2 true JPH0364005B2 (en) 1991-10-03

Family

ID=16127529

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18297285A Granted JPS6245803A (en) 1985-08-22 1985-08-22 Preparatory shearing deformation holding apparatus of rubbersupport

Country Status (1)

Country Link
JP (1) JPS6245803A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0639767B2 (en) * 1987-03-13 1994-05-25 合田 裕一 Preliminary shear deformation holding device for rubber bearing
KR100364864B1 (en) * 1999-10-18 2002-12-16 주식회사유신코퍼레이션 Bridge shoe for bias
KR101705765B1 (en) * 2015-02-12 2017-02-10 호서대학교 산학협력단 Elastomeric Bearing Assembly for bridge

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49124267A (en) * 1973-04-03 1974-11-28
JPS5157863A (en) * 1974-11-18 1976-05-20 Rokuzo Eto REITOKOOHIICHUSHUTSUEKINOCHOSEIHO OYOBI SOCHI
JPS5272861A (en) * 1975-12-16 1977-06-17 Maruei Shiyouji Kk Preventing method of oxidation of coffee bean

Also Published As

Publication number Publication date
JPS6245803A (en) 1987-02-27

Similar Documents

Publication Publication Date Title
JPH0364005B2 (en)
JPH07180114A (en) Shearing deformation correction device of seismic isolation bearing
US6058666A (en) Twin-axis prestressed single-tee beam with lower flange and process of construction
JP2838608B2 (en) Connection structure of girder and steel beam
JPH0365445B2 (en)
JP2715047B2 (en) Pre-slide type bridge girder support device
JPH0378886B2 (en)
JP2633945B2 (en) Method and apparatus for manufacturing semi-PC floorboard with small beams
JP3127360B2 (en) Exchangeable elastic bearing device for bridge and its installation method
JPH0288807A (en) Installation of rubber bearing
JPH0641681B2 (en) Preliminary shear deformation installation device for rubber bearing
JPH01174710A (en) Method of mounting rubber bearing having been shear-deformed, for structure member
JPH05272115A (en) Preliminary shear deformation installation method for rubber support and its device
JP4222845B2 (en) Holding structure for adjusting strain of rubber-like elastic bearing body and strain adjusting method using the same
JPH0378885B2 (en)
JPH07189215A (en) Correcting structure against shearing deformation of vibratory isolation support
JPH049883B2 (en)
KR101988766B1 (en) Apparatus for manufacturing prestressed steel girder
JPH0681317A (en) Semi-mobile support structure for bridge
JP2945285B2 (en) Concrete formwork
JPH10298920A (en) Rubber bearing device and construction method using the same
JPH081047B2 (en) Preliminary shear deformation installation method and preliminary shear deformation installation device for rubber bearing
JPH0540304U (en) Expansion joint for long road bridge
JPH0524764Y2 (en)
JP2560974Y2 (en) Pre-shear deformation holding device for rubber bearing