JPH0365445B2 - - Google Patents
Info
- Publication number
- JPH0365445B2 JPH0365445B2 JP22191585A JP22191585A JPH0365445B2 JP H0365445 B2 JPH0365445 B2 JP H0365445B2 JP 22191585 A JP22191585 A JP 22191585A JP 22191585 A JP22191585 A JP 22191585A JP H0365445 B2 JPH0365445 B2 JP H0365445B2
- Authority
- JP
- Japan
- Prior art keywords
- metal plate
- fitting
- rubber bearing
- holding
- protrusion
- 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
Links
- 239000002184 metal Substances 0.000 claims description 79
- 229910000831 Steel Inorganic materials 0.000 description 17
- 239000010959 steel Substances 0.000 description 17
- 238000009415 formwork Methods 0.000 description 5
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000001035 drying Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000008602 contraction Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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棚または橋台等
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 supporting structure such as a bridge ledge or abutment. This invention relates to a preliminary shear deformation holding device.
橋棚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 support structure such as a bridge ledge or abutment supports a structure such as a concrete bridge girder through a rubber bearing, the supported part of the structure is susceptible to expansion and contraction of the structure due to temperature changes and drying shrinkage of the concrete structure. The rubber bearing is moved horizontally by creep, etc., 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さき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低下を防
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. Additionally, increasing the thickness of the rubber layer in a rubber bearing can reduce the shear resistance of the rubber bearing, but increasing the thickness of the rubber layer also reduces the flat area of the rubber bearing in order to prevent a decrease in the stability of the rubber bearing. This results in a need for a larger rubber bearing, which increases the thickness and area of the rubber bearing, making it more 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.
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.
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、上部金属板1および下
部金属板2を備えているゴム支承3の上部が前方
に偏位すると共に下部が後方に変位するように予
備せん断変形され、上部金属板1の後端部に上部
保持金具4の後部係合突起5が係合され、下部金
属板2の前端部に下部保持金具6の前部係合突起
7が係合され、上部保持金具4の前部に設けられ
た係合用前部突出部8の後部に、下部保持金具6
の後部に設けられた係合用後部突出部9が配置さ
れ、係合用前部突出部8と係合用後部突出部9と
が直接または間接的に係合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第1
発明とし、上部金属板1および下部金属板2を備
えているゴム支承3の上部が前方に偏位すると共
に下部が後方に変位するように予備せん断変形さ
れ、上部金属板1の後端部に上部保持金具4の後
部係合突起5が係合され、下部金属板2の前端部
に下部保持金具6の前部係合突起7が係合され、
上部保持金具4の前部に設けられた係合用前部突
出部8の後部に、下部保持金具6の後部に設けら
れた係合用後部突出部9が配置され、係合用前部
突出部8と係合用後部突出部9とが直接または間
接的に係合され、下部金属板2と上部保持金具4
との間および上部金属板1と下部保持金具6との
間に、それぞれ締付支承部材10が介在されてい
ることを特徴とするゴム支承の予備せん断変形保
持装置を第2発明とするものである。
An object of the present invention is to provide a preliminary shear deformation retaining device for a rubber bearing that can advantageously solve the above-mentioned problems, and which includes a rubber bearing 3 having an upper metal plate 1 and a lower metal plate 2. The upper metal plate 1 is pre-sheared and deformed so that the upper part is displaced forward and the lower part is displaced backward, and the rear engagement protrusion 5 of the upper holding fitting 4 is engaged with the rear end of the upper metal plate 1, and the lower metal plate 2 is The front engagement protrusion 7 of the lower holding fitting 6 is engaged with the front end, and the lower holding fitting 6 is engaged with the rear of the front engagement protrusion 8 provided at the front of the upper holding fitting 4.
A rubber bearing characterized in that a rear engagement protrusion 9 is disposed at the rear of the rubber bearing, and the front engagement protrusion 8 and the rear engagement protrusion 9 are directly or indirectly engaged. The preliminary shear deformation holding device is the first
According to the present invention, a rubber bearing 3 comprising an upper metal plate 1 and a lower metal plate 2 is pre-sheared so that the upper part thereof is displaced forward and the lower part thereof is displaced rearward, and the rear end of the upper metal plate 1 is The rear engaging protrusion 5 of the upper holding fitting 4 is engaged, the front engaging protrusion 7 of the lower holding fitting 6 is engaged with the front end of the lower metal plate 2,
A rear engagement protrusion 9 provided at the rear of the lower holding metal fitting 6 is disposed at the rear of the front engagement protrusion 8 provided at the front of the upper holding metal fitting 4, and the front engagement protrusion 8 and The rear engagement protrusion 9 is directly or indirectly engaged with the lower metal plate 2 and the upper holding metal fitting 4.
A second invention provides a preliminary shear deformation holding device for a rubber bearing, characterized in that a tightening support member 10 is interposed between the upper metal plate 1 and the lower holding fitting 6, respectively. be.
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4図および第5図は第1発明の実施例におい
て用いられるゴム支承3を示すものであつて、ゴ
ム層11の上面に、中央上面に上部係止凸部12
を有する平面4角形の鋼板からなる上部金属板1
が一体に固着され、かつゴム層11の下面に、中
央下面に下部係止凸部13を有する平面4角形の
鋼板からなる下部金属板2が一体に固着され、さ
らに前記上部金属板1および下部金属板2の左右
両側部分は、ゴム層11の側面よりも突出してい
る。 4 and 5 show the rubber bearing 3 used in the embodiment of the first invention, in which an upper locking convex portion 12 is formed on the upper surface of the rubber layer 11 and on the central upper surface.
An upper metal plate 1 made of a flat rectangular steel plate having
are fixed together, and a lower metal plate 2 made of a steel plate having a rectangular planar shape and having a lower locking protrusion 13 on the lower center surface is integrally fixed to the lower surface of the rubber layer 11, and the upper metal plate 1 and the lower The left and right side portions of the metal plate 2 protrude beyond the side surfaces of the rubber layer 11.
第6図は第1発明の実施例において用いられる
鋼製上部保持金具4および鋼製下部保持金具6を
分離して示すものであつて、前後方向(第6図の
左右方向)に延長する杆体14の後端部に、上方
に突出する後部係合突起5が一体に設けられると
共に、その杆体14の前端部に下方に突出する係
合用前部突出部8が一体に設けられて、上部保持
金具4が構成され、かつ前後方向に延長する杆体
15の前端部に、下方に突出する前部係合突起7
が一体に設けられると共に、その杆体15の後端
部に上方に突出する係合用後部突出部9が一体に
設けられて下部保持金具6が構成され、さらに係
合用前部突出部8および係合用後部突出部9には
前後方向に延長する透孔16が設けられている。 FIG. 6 shows separately the steel upper holding fitting 4 and the steel lower holding fitting 6 used in the embodiment of the first invention, and shows a rod extending in the front-rear direction (horizontal direction in FIG. 6). A rear engagement protrusion 5 that projects upward is integrally provided at the rear end of the rod 14, and a front engagement protrusion 8 that projects downward is integrally provided at the front end of the rod 14 to hold the upper part. A front engagement protrusion 7 that projects downward is provided at the front end of the rod 15 that is configured with the metal fitting 4 and extends in the front-rear direction.
is integrally provided, and an engagement rear protrusion 9 that protrudes upward at the rear end of the rod 15 is integrally provided to constitute the lower holding metal fitting 6.Furthermore, the engagement front protrusion 8 and the engagement The rear protrusion 9 is provided with a through hole 16 extending in the front-rear direction.
第1図ないし第3図は第1発明の一実施例に係
るゴム支承の予備せん断変形保持装置を示すもの
であつて、前記ゴム支承3の上部が前方(第1図
の左側)に偏位すると共に、そのゴム支承3の下
部が後方(第1図の右側)に偏位するように、ゴ
ム支承3がせん断変形され、かつ上部金属板1の
左右両側の後方下部に上部保持金具4が配置され
ると共に、下部金属板2の左右両側の前方上部に
下部保持金具6が配置され、さらに上部保持金具
4の後端部に設けられた後部係合突起5が上部金
属板1の後端部に係合されると共に、下部保持金
具6の前端部に設けられた前部係合突起7が下部
金属板2の前端部に係合され、また上部保持金具
4の前端部に設けられた係合用前部突出部8の後
部に、下部保持金具6の後端部に設けられた係合
用後部突出部9が配置されている。 1 to 3 show a preliminary shear deformation holding device for a rubber bearing according to an embodiment of the first invention, in which the upper part of the rubber bearing 3 is deviated forward (to the left in FIG. 1). At the same time, the rubber bearing 3 is sheared and deformed so that the lower part of the rubber bearing 3 is displaced rearward (to the right in FIG. At the same time, a lower holding fitting 6 is arranged at the front upper part of the left and right sides of the lower metal plate 2, and a rear engaging protrusion 5 provided at the rear end of the upper holding fitting 4 is connected to the rear end of the upper metal plate 1. At the same time, the front engaging protrusion 7 provided at the front end of the lower holding metal plate 6 is engaged with the front end of the lower metal plate 2, and the front engaging protrusion 7 provided at the front end of the upper holding metal plate 4 is engaged with the front end of the lower metal plate 2. A rear engagement protrusion 9 provided at the rear end of the lower holding fitting 6 is disposed at the rear of the front engagement protrusion 8 .
前記係合用前部突出部8と係合用後部突出部9
との間に複数の鋼板からなる間隔調整板17が介
在され、かつ係合用前部突出部8と係合用後部突
出部9と間隔調整板17とにわたつてピンまたは
ボルト18が挿通され、そのピンまたはボルト1
8により、間隔調整板17の離脱が防止されると
共に、上部保持金具4および下部保持金具6が屈
折しないように連結され、上部金属板1からの後
部係合突起5の離脱および下部金属板2からの前
部係合突起7の離脱が防止される。 The front engagement protrusion 8 and the rear engagement protrusion 9
A spacing adjustment plate 17 made of a plurality of steel plates is interposed between the two, and a pin or bolt 18 is inserted across the front engagement protrusion 8, the rear engagement protrusion 9, and the spacing adjustment plate 17. pin or bolt 1
8 prevents the separation of the interval adjustment plate 17 and connects the upper holding metal fitting 4 and the lower holding metal fitting 6 so as not to bend, thereby preventing the separation of the rear engagement protrusion 5 from the upper metal plate 1 and the lower metal plate 2. The front engaging protrusion 7 is prevented from detaching from the front engaging protrusion 7.
ゴム支承3に予備せん断変形を与えて、その状
態に保持する場合は、まず第7図に示すように、
ジヤツキ反力支承部19および係止凹部20を有
する鋼製受台21の上面にゴム支承3の下部金属
板2を載置すると共に、その下部金属板2の下部
係止凸部13を受台21の係止凹部20に嵌合
し、かつゴム支承3の上部金属板1に鋼製押圧板
22を載置すると共に、その上部金属板1の上部
係止凸部12を押圧板22の係止凹部23に嵌合
し、さらにその押圧板22に左右方向に延長する
複数の棒状ローラ24を介して押え部材25を載
置し、その押え部材25に荷重Pを加える。 When applying preliminary shear deformation to the rubber bearing 3 and holding it in that state, first, as shown in Fig. 7,
The lower metal plate 2 of the rubber bearing 3 is placed on the upper surface of the steel pedestal 21 having the jack reaction force bearing part 19 and the locking recess 20, and the lower locking convex part 13 of the lower metal plate 2 is placed on the pedestal. 21, and place the steel pressing plate 22 on the upper metal plate 1 of the rubber bearing 3, and the upper locking protrusion 12 of the upper metal plate 1 is engaged with the pressing plate 22. A presser member 25 is fitted into the stopper recess 23 and placed on the press plate 22 via a plurality of rod-shaped rollers 24 extending in the left-right direction, and a load P is applied to the presser member 25.
次に前記ジヤツキ反力支承部19に係合した液
圧ジヤツキ26の伸長動作により押圧板22を前
方に押圧移動し、その押圧板22により上部金属
板1を前進移動させて、ゴム支承3に所要量の予
備せん断変形を与える。 Next, the hydraulic jack 26 engaged with the jack reaction force support portion 19 presses and moves the press plate 22 forward, and the press plate 22 moves the upper metal plate 1 forward, so that it is attached to the rubber support 3. Give the required amount of pre-shear deformation.
次にせん断変形されたゴム支承3の左右両側
に、第1図ないし第3図に示すように予備せん断
変形保持装置をセツトしたのち、前記液圧ジヤツ
キ26を短縮動作させ、次いで押え部材25、棒
状ローラ24、受台21および押圧板22を撤去
する。 Next, as shown in FIGS. 1 to 3, preliminary shear deformation holding devices are set on both left and right sides of the rubber bearing 3 that has been sheared deformed, and then the hydraulic jack 26 is shortened, and then the presser member 25, The rod-shaped roller 24, the pedestal 21, and the press plate 22 are 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3を、構造物
架設現場に運搬し、かつ第8図に示すように予め
橋台または橋脚等の支持構造物27の上部に固定
されているアンカー部材28付きの鋼製下部支承
板29に、ゴム支承3の下部金属板2を載置する
と共に下部金属板2の下部係止凸部13を下部支
承板29の下部係止凹部30に嵌入し、さらに上
部にアンカー部材31を固定した鋼製上部支承板
32を、ゴム支承3の上部金属板1に載置すると
共に、上部金属板1の上部係止凸部12を上部支
承板32の上部係止凹部33に嵌入する。 Next, the rubber bearing 3 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 2 of the rubber bearing 3 is placed on the steel lower support plate 29 with the anchor member 28 fixed to the lower metal plate 2, and the lower locking convex portion 13 of the lower metal plate 2 is placed on the lower locking convex portion 13 of the lower support plate 29. The steel upper support plate 32 that has been fitted into the locking recess 30 and has the anchor member 31 fixed thereto is placed on the upper metal plate 1 of the rubber support 3, and the upper locking protrusion 12 of the upper metal plate 1 is placed on the upper metal plate 1 of the rubber bearing 3. It fits into the upper locking recess 33 of the upper support plate 32.
次に橋桁等の構造物34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、前記ピンまたはボルト18を取外し、次
いで上部保持金具4および下部保持金具6を撤去
して、第9図の状態にする。 Next, a formwork (not shown) constituting a structure 34 such as a bridge girder is placed, concrete is poured into it, and after the concrete has had a curing period, the pins or bolts 18 are removed. Then, the upper holding fitting 4 and the lower holding fitting 6 are removed to obtain the state shown in FIG. 9.
第10図ないし第12図は第2発明の第1実施
例を示すものであつて、一端部に座板35を固着
した螺杆36にナツト37が螺合され、かつその
ナツト37に螺杆36の突出端部を収容する支承
筒部38が溶接により固定されて、締付支承部材
10が構成され、その締付支承部材10は下部金
属板2と上部保持金具4との間および上部金属板
1と下部保持金具6との間に介在され、その締付
支承部材10の締付力により上部保持金具4が上
部金属板1に押付けられると共に、下部保持金具
6が下部金属板2に押付けられ、上部金属板1か
らの後部係合突起5の離脱および下部金属板2か
らの前部係合突起7の離脱が防止されるように構
成されているが、その他の構成は第1発明の実施
例の場合と同様である。 10 to 12 show a first embodiment of the second invention, in which a nut 37 is screwed into a screw rod 36 to which a seat plate 35 is fixed to one end, and the screw rod 36 is screwed onto the nut 37. The support cylinder part 38 that accommodates the protruding end is fixed by welding to constitute the tightening support member 10, and the tightening support member 10 is located between the lower metal plate 2 and the upper holding fitting 4 and between the upper metal plate 1. and the lower holding fitting 6, and the upper holding fitting 4 is pressed against the upper metal plate 1 by the tightening force of the tightening support member 10, and the lower holding fitting 6 is pressed against the lower metal plate 2, The configuration is such that the rear engagement protrusion 5 is prevented from detaching from the upper metal plate 1 and the front engagement protrusion 7 is prevented from detachment from the lower metal plate 2, but the other configurations are similar to the embodiment of the first invention. The same is true for .
第13図は第2発明の第2実施例を示すもので
あつて、前述のように構成された締付支承部材1
0が、下部金属板2と上部保持金具4との間およ
び上部金属板1と下部保持金具6との間に介在さ
れ、係合用前部突出部8と係合用後部突出部9と
は直接係合され、その係合用前部突出部8と係合
用後部突出部9とはピンまたはボルトにより連結
されていないが、その他の構成は第1発明の実施
例の場合と同様である。 FIG. 13 shows a second embodiment of the second invention, in which the tightening support member 1 is constructed as described above.
0 is interposed between the lower metal plate 2 and the upper holding metal fitting 4 and between the upper metal plate 1 and the lower holding metal fitting 6, and the front engagement protrusion 8 and the rear engagement protrusion 9 are directly engaged with each other. The front engagement protrusion 8 and the rear engagement protrusion 9 are not connected by pins or bolts, but the other configurations are the same as in the embodiment of the first invention.
第2発明の両実施例の場合は、予備せん断変形
されたゴム支承3上のコンクリート構造物の養生
期間を経過したのち、ナツト37を弛緩方向に回
動して締付支承部材10を短縮してから、その締
付支承部材10を撤去してもよく、あるいは螺杆
36を溶断して締付支承部材10を撤去してもよ
い。 In the case of both embodiments of the second invention, after the curing period of the concrete structure on the pre-sheared rubber bearing 3 has elapsed, the nut 37 is rotated in the loosening direction to shorten the tightened bearing member 10. After that, the tightening support member 10 may be removed, or the threaded rod 36 may be fused and the tightening support member 10 may be removed.
本発明によれば、上部金属板1および下部金属
板2を備えているゴム支承3の上部が前方に偏位
すると共に下部が後方に変位するように予備せん
断変形され、上部金属板1の後端部に上部保持金
具4の後部係合突起5が係合され、下部金属板2
の前端部に下部保持金具6の前部係合突起7が係
合され、上部保持金具4の前部に設けられた係合
用前部突出部8の後部に、下部保持金具6の後部
に設けられた係合用後部突出部9が配置され、係
合用前部突出部8と係合用後部突出部9とが直接
または間接的に係合されているので、極めて簡単
な構造で小型、軽量の予備せん断変形保持装置に
より、ゴム支承3を予備せん断変形状態に保持し
て、そのゴム支承3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27によりゴム支
承3を介して構造物34を支承したのちは、上部
保持金具4の係合用前部突出部8と下部保持金具
6の係合用後部突出部9との係合を外すことによ
り、上部保持金具4および下部保持金具6を容易
に撤去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3を支持構造物
27の上に載置して、そのゴム支承3の上に構造
物34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。
また下部金属板2と上部保持金具4との間および
上部金属板1と下部保持金具6との間に、それぞ
れ締付支承部材10を介在させておくことによ
り、運搬中に、上部保持金具4の後部係合突起5
が上部金属板1から外れたり、下部保持金具6の
前部係合突起7が下部金属板2から外れたりする
のを確実に防止できる効果が得られる。
According to the present invention, the rubber bearing 3 including the upper metal plate 1 and the lower metal plate 2 is pre-sheared so that the upper part thereof is displaced forward and the lower part thereof is displaced backward, and The rear engaging protrusion 5 of the upper holding fitting 4 is engaged with the end, and the lower metal plate 2
A front engaging protrusion 7 of the lower holding fitting 6 is engaged with the front end of the lower holding fitting 6, and a front engaging protrusion 8 provided at the front of the upper holding fitting 4 is engaged with a front engaging protrusion 7 provided at the rear of the lower holding fitting 6. Since the rear engagement protrusion 9 is disposed, and the front engagement protrusion 8 and the rear engagement protrusion 9 are directly or indirectly engaged, it is possible to create a compact and lightweight spare with an extremely simple structure. The shear deformation holding device holds the rubber bearing 3 in a preliminary shear deformation state, and the rubber bearing 3 can be transported to the structure erection site, and the support structure 27 can hold the rubber bearing 3 in a pre-sheared deformed state, and the support structure 27 can transfer the rubber bearing 3 to the structure 34 via the rubber bearing 3. After supporting the upper holding fitting 4 and the lower holding fitting 6, the upper holding fitting 4 and the lower holding fitting 6 can be easily removed by disengaging the engagement front projection 8 of the upper holding fitting 4 and the engagement rear projection 9 of the lower holding fitting 6. It is economical because it can be removed and reused at any time, and furthermore, after the rubber bearing 3 that has been pre-sheared and deformed is placed on the support structure 27 and the structure 34 is constructed on top of the rubber bearing 3, Construction is easy because it is only necessary to remove the preliminary shear deformation holding device.
Furthermore, by interposing the tightening support member 10 between the lower metal plate 2 and the upper holding metal fitting 4 and between the upper metal plate 1 and the lower holding fitting 6, the upper holding metal fitting 4 can be Rear engaging protrusion 5
It is possible to reliably prevent the front engagement protrusion 7 of the lower holding fitting 6 from coming off the upper metal plate 1 and the lower metal plate 2 from coming off.
第1図ないし第6図は第1発明の一実施例を示
すものであつて、第1図はゴム支承の予備せん断
変形保持装置の側面図、第2図はその一部を拡大
して示す縦断側面図、第3図はゴム支承の予備せ
ん断変形保持装置の平面図、第4図はゴム支承の
斜視図、第5図はその正面図、第6図は上部保持
金具および下部保持金具を分離して示す斜視図で
ある。第7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8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1
2図は第2発明の第1実施例を示すものであつ
て、第10図はゴム支承の予備せん断変形保持装
置の側面図、第11図は締付支承部材の斜視図、
第12図はその縦断側面図である。第13図は第
2発明の第2実施例に係る予備せん断変形保持装
置の側面図である。
図において、1は上部金属板、2は下部金属
板、3はゴム支承、4は上部保持金具、5は後部
係合突起、6は下部保持金具、7は前部係合突
起、8は係合用前部突出部、9は係合用後部突出
部、10は締付支承部材、11はゴム層、12は
上部係止凸部、13は下部係止凸部、17は間隔
調整板、18はピンまたはボルト、21は鋼製受
台、22は鋼製押圧板、24は棒状ローラ、25
は押え部材、26は液圧ジヤツキ、27は支持構
造物、29は鋼製下部支承板、30は下部係止凹
部、32は鋼製上部支承板、33は上部係止凹
部、34は構造物、35は座板、36は螺杆、3
7はナツト、38は支承筒体である。
Figures 1 to 6 show an embodiment of the first invention, in which Figure 1 is a side view of a rubber bearing preliminary shear deformation holding device, and Figure 2 is a partially enlarged view. 3 is a plan view of the preliminary shear deformation holding device for the rubber bearing, 4 is a perspective view of the rubber bearing, 5 is a front view thereof, and 6 is a view of the upper and lower holding fittings. It is a perspective view separated and shown. Fig. 7 is a partially longitudinal side view showing a state in which preliminary shear is applied to the rubber bearing, and Fig. 8 shows the rubber bearing held in the preliminary shear deformation state by the preliminary shear deformation holding device on top of the support structure. FIG. 9 is a vertical side view showing the set state, and FIG. 9 is a vertical side view showing the state in which the structure is supported by the rubber bearing which has been subjected to preliminary shear deformation. Figures 10 to 1
2 shows a first embodiment of the second invention, in which FIG. 10 is a side view of a preliminary shear deformation holding device for a rubber bearing, FIG. 11 is a perspective view of a tightening support member,
FIG. 12 is a longitudinal sectional side view thereof. FIG. 13 is a side view of a preliminary shear deformation holding device according to a second embodiment of the second invention. In the figure, 1 is an upper metal plate, 2 is a lower metal plate, 3 is a rubber bearing, 4 is an upper holding metal fitting, 5 is a rear engaging protrusion, 6 is a lower holding metal fitting, 7 is a front engaging protrusion, and 8 is an engaging metal plate. 9 is a rear projection for engagement; 10 is a tightening support member; 11 is a rubber layer; 12 is an upper locking projection; 13 is a lower locking projection; 17 is a spacing adjustment plate; 18 is a Pin or bolt, 21 is a steel pedestal, 22 is a steel press plate, 24 is a rod-shaped roller, 25
is a holding member, 26 is a hydraulic jack, 27 is a support structure, 29 is a steel lower support plate, 30 is a lower locking recess, 32 is a steel upper support plate, 33 is an upper locking recess, and 34 is a structure , 35 is the seat plate, 36 is the screw rod, 3
7 is a nut, and 38 is a supporting cylinder.
Claims (1)
るゴム支承3の上部が前方に偏位すると共に下部
が後方に変位するように予備せん断変形され、上
部金属板1の後端部に上部保持金具4の後部係合
突起5が係合され、下部金属板2の前端部に下部
保持金具6の前部係合突起7が係合され、上部保
持金具4の前部に設けられた係合用前部突出部8
の後部に、下部保持金具6の後部に設けられた係
合用後部突出部9が配置され、係合用前部突出部
8と係合用後部突出部9とが直接または間接的に
係合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。 2 上部金属板1および下部金属板2を備えてい
るゴム支承3の上部が前方に偏位すると共に下部
が後方に変位するように予備せん断変形され、上
部金属板1の後端部に上部保持金具4の後部係合
突起5が係合され、下部金属板2の前端部に下部
保持金具6の前部係合突起7が係合され、上部保
持金具4の前部に設けられた係合用前部突出部8
の後部に、下部保持金具6の後部に設けられた係
合用後部突出部9が配置され、係合用前部突出部
8と係合用後部突出部9とが直接または間接的に
係合され、下部金属板2と上部保持金具4との間
および上部金属板1と下部保持金具6との間に、
それぞれ締付支承部材10が介在されていること
を特徴とするゴム支承の予備せん断変形保持装
置。[Claims] 1. A rubber bearing 3 having an upper metal plate 1 and a lower metal plate 2 is pre-sheared so that the upper part thereof is displaced forward and the lower part thereof is displaced backward, and the upper metal plate 1 is The rear engaging protrusion 5 of the upper holding fitting 4 is engaged with the rear end, the front engaging protrusion 7 of the lower holding fitting 6 is engaged with the front end of the lower metal plate 2, and the front of the upper holding fitting 4 is engaged. Engagement front protrusion 8 provided in
A rear engagement projection 9 provided at the rear of the lower holding metal fitting 6 is disposed at the rear of the lower holding fitting 6, and the front engagement projection 8 and the rear engagement projection 9 are engaged directly or indirectly. A rubber bearing preliminary shear deformation holding device characterized by: 2 The rubber bearing 3, which includes the upper metal plate 1 and the lower metal plate 2, is pre-sheared so that the upper part is displaced forward and the lower part is displaced backward, and the upper part is held at the rear end of the upper metal plate 1. The rear engaging protrusion 5 of the metal fitting 4 is engaged, the front engaging protrusion 7 of the lower holding fitting 6 is engaged with the front end of the lower metal plate 2, and the engaging protrusion 7 provided at the front of the upper holding fitting 4 is engaged with the front end of the lower metal plate 2. Front protrusion 8
An engagement rear protrusion 9 provided at the rear of the lower holding metal fitting 6 is disposed at the rear of the lower holding fitting 6, and the engagement front protrusion 8 and the engagement rear protrusion 9 are engaged directly or indirectly, and the lower Between the metal plate 2 and the upper holding fitting 4 and between the upper metal plate 1 and the lower holding fitting 6,
A preliminary shear deformation holding device for a rubber bearing, characterized in that a tightening support member 10 is interposed in each case.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22191585A JPS6282105A (en) | 1985-10-07 | 1985-10-07 | Preparatory shearing deformation holding apparatus supportedby rubber |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22191585A JPS6282105A (en) | 1985-10-07 | 1985-10-07 | Preparatory shearing deformation holding apparatus supportedby rubber |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6282105A JPS6282105A (en) | 1987-04-15 |
JPH0365445B2 true JPH0365445B2 (en) | 1991-10-11 |
Family
ID=16774151
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22191585A Granted JPS6282105A (en) | 1985-10-07 | 1985-10-07 | Preparatory shearing deformation holding apparatus supportedby rubber |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6282105A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103958776A (en) * | 2011-07-22 | 2014-07-30 | 敦·阿卜杜勒·拉扎克研究中心 | Bearing preset system |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100466961B1 (en) * | 2002-01-29 | 2005-01-24 | 이종환 | Sole plate setting horizontality for bearing of bridge |
-
1985
- 1985-10-07 JP JP22191585A patent/JPS6282105A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103958776A (en) * | 2011-07-22 | 2014-07-30 | 敦·阿卜杜勒·拉扎克研究中心 | Bearing preset system |
Also Published As
Publication number | Publication date |
---|---|
JPS6282105A (en) | 1987-04-15 |
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