JP6091695B1 - Bridge bearing device - Google Patents

Bridge bearing device Download PDF

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JP6091695B1
JP6091695B1 JP2016244993A JP2016244993A JP6091695B1 JP 6091695 B1 JP6091695 B1 JP 6091695B1 JP 2016244993 A JP2016244993 A JP 2016244993A JP 2016244993 A JP2016244993 A JP 2016244993A JP 6091695 B1 JP6091695 B1 JP 6091695B1
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coupler
fixing bolt
base plate
hole
support device
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JP2018100478A (en
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合田 裕一
裕一 合田
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BBM Co Ltd
Kaimon KK
Miwa Tech Co Ltd
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BBM Co Ltd
Kaimon KK
Miwa Tech Co Ltd
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Abstract

【課題】構造が簡単でレベル2以上の地震動による下部構造と支承装置を含む上部構造の損害を軽減し、地震後の橋梁用支承装置の機能を素早く復元することが可能な橋梁用支承装置を提供することを目的とする。【解決手段】上部構造と下部構造との間に配置される橋梁用支承装置において、下部構造に埋設されたアンカーボルトと連結され雌ネジ孔を形成した第1カプラーと、第1カプラーの上に配置され雌ネジ孔を形成し上端に回転工具係合部を有する第2カプラーと、弾性支承を固定し固定ボルト用孔を形成したベースプレートと、ベースプレートに形成した固定ボルト用孔に挿入され第1カプラー及び第2カプラーの雌ネジ孔に螺着される雄ネジが形成されベースプレートと第2カプラーの接合部に対応する位置にレベル2の地震動には耐えそれ以上の地震動で破断するように設定されたノッチを形成した固定ボルトと、を備えることを特徴とする。【選択図】 図1[PROBLEMS] To reduce a damage of a superstructure including a substructure and a supporting device due to a seismic motion of level 2 or higher, and to quickly restore the function of the supporting device for a bridge after an earthquake. The purpose is to provide. In a bridge support device disposed between an upper structure and a lower structure, a first coupler connected to an anchor bolt embedded in the lower structure to form a female screw hole, and on the first coupler A second coupler having a female screw hole and having a rotary tool engaging portion at the upper end; a base plate in which an elastic bearing is fixed and a fixing bolt hole is formed; and a first fixing bolt hole formed in the base plate. A male screw threaded into the female screw hole of the coupler and the second coupler is formed, and is set so as to endure level 2 seismic motion at a position corresponding to the joint between the base plate and the second coupler and to break by further seismic motion. And a fixing bolt formed with a notch. [Selection] Figure 1

Description

本発明は、橋脚等の下部構造と主桁等の上部構造との間に配置される橋梁用支装装置に関し、特に、レベル2以上の地震動で下部構造と支承装置を含む上部構造を分離し、レベル2以上の地震動による下部構造と支承装置を含む上部構造の損害を軽減し、地震後の橋梁用支承装置の機能を素早く復元することが可能な橋梁用支承装置に関する。   The present invention relates to a bridge support device disposed between a lower structure such as a bridge pier and an upper structure such as a main girder, and in particular, the lower structure and the upper structure including the support device are separated by an earthquake motion of level 2 or higher. The present invention relates to a bridge support device capable of reducing damage to an upper structure including a substructure and a support device due to a level 2 or higher earthquake motion and quickly restoring the function of the bridge support device after an earthquake.

従来の橋梁用支承装置は、橋脚等の下部構造と主桁等の上部構造の間に配置され、レベル2の地震動に耐える耐震性能を備えるように設定されている。   A conventional bridge support device is arranged between a lower structure such as a pier and an upper structure such as a main girder, and is set to have a seismic performance capable of withstanding a level 2 earthquake motion.

特開2010−216086号公報JP 2010-216086 A

しかしながら、従来の橋梁用支承装置においては、レベル2以上の地震動が負荷された場合、下部構造及び支承装置を含む上部構造の双方が大きく損傷し、復元に多くの日数がかかるという問題を有していた。   However, the conventional bridge support device has a problem that when an earthquake motion of level 2 or higher is loaded, both the lower structure and the upper structure including the support device are greatly damaged, and it takes many days to restore. It was.

本発明は、従来技術の課題を解決する構造が簡単でレベル2以上の地震動による下部構造と支承装置を含む上部構造の損害を軽減し、地震後の橋梁用支承装置の機能を素早く復元することが可能な橋梁用支承装置を提供することを目的とする。   The present invention has a simple structure that solves the problems of the prior art, reduces damage to the upper structure including the lower structure and the bearing device due to level 2 or higher earthquake motion, and quickly restores the function of the bridge bearing device after the earthquake. It is an object to provide a bridge support device that can be used.

本発明の橋梁用支承装置は、前記課題を解決するために、上部構造と下部構造との間に配置される橋梁用支承装置において、下部構造に埋設されたアンカーボルトと連結され雌ネジ孔を形成した第1カプラーと、第1カプラーの上に配置され雌ネジ孔を形成し上端に回転工具係合部を有する第2カプラーと、弾性支承を固定し固定ボルト用孔を形成したベースプレートと、ベースプレートに形成した固定ボルト用孔に挿入され第1カプラー及び第2カプラーの雌ネジ孔に螺着される雄ネジが形成されベースプレートと第2カプラーの接合部に対応する位置にレベル2の地震動には耐えそれ以上の地震動で破断するように設定されたノッチを形成した固定ボルトと、を備えことを特徴とする。   In order to solve the above problems, a bridge support device of the present invention is a bridge support device disposed between an upper structure and a lower structure, and is connected to an anchor bolt embedded in the lower structure and has a female screw hole. A first coupler formed, a second coupler disposed on the first coupler and having a female screw hole and having a rotary tool engaging portion at the upper end; a base plate having an elastic bearing fixed and a fixing bolt hole; A male screw inserted into the fixing bolt hole formed in the base plate and screwed into the female screw hole of the first coupler and the second coupler is formed, and a level 2 earthquake motion is formed at a position corresponding to the joint between the base plate and the second coupler. And a fixing bolt formed with a notch set so as to be broken by a seismic motion that can withstand more than that.

また、本発明の橋梁用支承装置は、ベースプレートの固定ボルト用孔に第3のカプラーを配置することを特徴とする。   Further, the bridge support device of the present invention is characterized in that a third coupler is disposed in the fixing bolt hole of the base plate.

また、本発明の橋梁用支承装置は、ベースプレートに橋軸方向に伸びる長孔を形成し、長孔に固定ボルト挿入孔を形成し長孔に沿って橋軸方向に移動可能な駒部材を配置し駒部材の前後と長孔との間隙に弾性部材を配置することを特徴とする。   Further, the bridge support device of the present invention has a long hole extending in the bridge axis direction in the base plate, a fixing bolt insertion hole is formed in the long hole, and a piece member movable in the bridge axis direction along the long hole is disposed. An elastic member is disposed in the gap between the front and rear of the sliding piece member and the long hole.

上部構造と下部構造との間に配置される橋梁用支承装置において、下部構造に埋設されたアンカーボルトと連結される雌ネジ孔を形成した第1カプラーと、第1カプラーの上に配置され雌ネジ孔を形成し上端に回転工具係合凹部を有する第2カプラーと、弾性支承を固定し固定ボルト用孔を形成したベースプレートと、ベースプレートに形成した固定ボルト用孔に挿入され第1カプラー及び第2カプラーの雌ネジ孔に螺着される雄ネジが形成されベースプレートと第2カプラーの接合部に対応する位置にレベル2の地震動には耐えそれ以上の地震動で破断するように設定されたノッチを形成した固定ボルトと、を備えることで、レベル3の地震動に対して下部構造及び支承装置を含む上部構造に過度の負荷を与えることなく分離し、固定ボルト破断後、第2カプラーの回転工具係合部に回転工具を係合して回転させ、第2カプラーと破断した固定ボルトを回収し、弾性支承を載置したベースプレートを新しい第2カプラーと新しい固定ボルトで下部構造に固定することで素早く機能を復元することが可能となる。
ベースプレートの固定ボルト用孔に第3のカプラーを配置することで、固定ボルトのベースプレート部分の耐震性能が向上する。
ベースプレートに橋軸方向に伸びる長孔を形成し、長孔に固定ボルト挿入孔を形成し長孔に沿って橋軸方向に移動可能な駒部材を配置し駒部材の前後と長孔との間隙にスペーサーを配置することで、固定ボルトと第1、第2カプラーとの位置合わせが容易にでき、駒部材により固定ボルトのベースプレートに対応する部分の耐震性能が向上する。
In a bridge support apparatus disposed between an upper structure and a lower structure, a first coupler having a female screw hole connected to an anchor bolt embedded in the lower structure, and a female disposed on the first coupler. A second coupler having a threaded hole and having a rotary tool engaging recess at the upper end; a base plate in which an elastic bearing is fixed and a fixing bolt hole is formed; and a first coupler and a second coupler inserted into the fixing bolt hole formed in the base plate A male thread is formed in the female threaded hole of the 2 coupler, and a notch is set at the position corresponding to the joint between the base plate and the second coupler to withstand level 2 seismic motion and to break by further seismic motion. And fixing bolts for separating the level 3 seismic motion without applying excessive load to the lower structure and the upper structure including the support device. After the breakage, the rotating tool is engaged with the rotating tool engaging part of the second coupler and rotated, the second coupler and the broken fixing bolt are recovered, and the base plate on which the elastic bearing is placed is newly fixed to the new second coupler. The function can be quickly restored by fixing to the lower structure with a bolt.
By disposing the third coupler in the fixing plate hole of the base plate, the seismic performance of the base plate portion of the fixing bolt is improved.
A long hole extending in the bridge axis direction is formed in the base plate, a fixing bolt insertion hole is formed in the long hole, and a piece member movable in the bridge axis direction along the long hole is arranged, and a gap between the front and rear of the piece member and the long hole By disposing the spacer on the base plate, it is possible to easily align the fixing bolt with the first and second couplers, and the frame member improves the seismic performance of the portion corresponding to the base plate of the fixing bolt.

本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention. 本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention. (a)(b)本発明の実施形態を示す図である。(A) (b) It is a figure which shows embodiment of this invention. (a)(b)本発明の実施形態を示す図である。(A) (b) It is a figure which shows embodiment of this invention. 本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention. (a)(b)本発明の実施形態を示す図である。(A) (b) It is a figure which shows embodiment of this invention. 本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention. 本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention.

本発明の実施の形態を図により説明する。図1は、本発明の橋梁用支承装置1の一実施形態を示す図である。   Embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a diagram showing an embodiment of a bridge support device 1 according to the present invention.

橋梁用支承装置1は、橋脚等の下部構造2と主桁等の上部構造3との間に設置される。
橋梁用支承装置1は、下部構造2に固定されるベースプレート4に積層ゴム支承等の弾性支承5が載置され、下端をベースプレート4に固定されたせん断拘束部材6が弾性支承5を貫通して上方に伸びている。
The bridge support device 1 is installed between a lower structure 2 such as a pier and an upper structure 3 such as a main girder.
In the bridge support device 1, an elastic support 5 such as a laminated rubber support is mounted on a base plate 4 fixed to the lower structure 2, and a shear restraining member 6 having a lower end fixed to the base plate 4 passes through the elastic support 5. It extends upward.

せん断拘束部材6の上端には大径部6aが形成され、大径部6aが上部取付部材7に係合し上揚力をストップする。上部取付部材7がセットボルト8で上部構造3に連結される。   A large-diameter portion 6a is formed at the upper end of the shear restraining member 6, and the large-diameter portion 6a engages with the upper mounting member 7 to stop the lifting force. The upper mounting member 7 is connected to the upper structure 3 with a set bolt 8.

ベースプレート4には、固定ボルト用孔4aが複数形成される。ベースプレート4に形成された固定ボルト用孔4aに対応する下部構造2中に埋設されたアンカーボルト9の上端が第1カプラー10に連結される。図4(a)(b)に示されるように第1カプラー10には雌ネジ孔10aが形成される。   A plurality of fixing bolt holes 4 a are formed in the base plate 4. An upper end of the anchor bolt 9 embedded in the lower structure 2 corresponding to the fixing bolt hole 4 a formed in the base plate 4 is connected to the first coupler 10. As shown in FIGS. 4A and 4B, the first coupler 10 is formed with a female screw hole 10a.

第1カプラー10の上に第2カプラー11をその上端面が下部構造2の表面位置と一致するように設置する。図3(a)(b)に示されるように第2カプラー11には、第1カプラー10の雌ネジ孔10aの内径と同じ内径の雌ネジ孔11aが形成される。また、第2カプラー11の上端には複数の回転工具係合部11bが形成される。   The second coupler 11 is placed on the first coupler 10 so that the upper end surface thereof coincides with the surface position of the lower structure 2. As shown in FIGS. 3A and 3B, the second coupler 11 is formed with a female screw hole 11 a having the same inner diameter as the inner diameter of the female screw hole 10 a of the first coupler 10. A plurality of rotary tool engaging portions 11 b are formed at the upper end of the second coupler 11.

ベースプレート4に形成した固定ボルト用孔4aから固定ボルト12を挿入する。図2に示されるように、固定ボルト12には、第1カプラー10の雌ネジ孔10a、第2カプラー11の雌ネジ孔11aに螺着される雄ネジ12aが形成される。固定ボルト12のヘッド12cからベースプレート4の厚みより若干長めの位置にノッチ12bが形成される。ノッチ12bは、レベル2の地震動に対しては耐えるように設定され、レベル3の地震動が負荷されると破断するように設定されている。   The fixing bolt 12 is inserted from the fixing bolt hole 4 a formed in the base plate 4. As shown in FIG. 2, the fixing bolt 12 is formed with a female screw hole 10 a that is screwed into the female screw hole 10 a of the first coupler 10 and the female screw hole 11 a of the second coupler 11. A notch 12 b is formed at a position slightly longer than the thickness of the base plate 4 from the head 12 c of the fixing bolt 12. The notch 12b is set to withstand level 2 earthquake motion and is set to break when level 3 earthquake motion is applied.

橋梁の耐震性能としてレベル2の地震動に対して耐えるように設定されている。しかし、2011年の東日本大震災のようにそれ以上の地震動が橋梁に負荷された場合、上部構造と下部構造の間に設置される支承装置が耐震性能を超える大きな変位を伝達する手段として機能し、下部構造2及び支承装置を含む上部構造3が大きな損傷を受け、橋梁の復旧に多くの時間が必要になる。   The seismic performance of the bridge is set to withstand level 2 earthquake motion. However, when a greater earthquake motion is applied to the bridge as in the Great East Japan Earthquake in 2011, the bearing device installed between the superstructure and the substructure functions as a means to transmit a large displacement exceeding the seismic performance, The upper structure 3 including the lower structure 2 and the supporting device is greatly damaged, and much time is required to restore the bridge.

本発明の橋梁用支承装置1は、下部構造2に支承装置を含む上部構造3を固定する固定ボルト12が、レベル2の地震動には耐え、それ以上の地震動が負荷されると固定ボルト12に形成したノッチ12cの部分で破断する。下部構造2と支承装置を含む上部構造3が固定ボルト12の破断により分離され、上部構造3と下部構造2の変位伝達機能が無くなることにより、下部構造2及び支承装置を含む上部構造3が大きな損傷を受けることがない。   In the bridge support device 1 according to the present invention, the fixing bolt 12 that fixes the upper structure 3 including the support device to the lower structure 2 can withstand level 2 earthquake motion, and if more earthquake motion is loaded, It breaks at the formed notch 12c. Since the lower structure 2 and the upper structure 3 including the support device are separated by the breaking of the fixing bolt 12 and the displacement transmission function of the upper structure 3 and the lower structure 2 is lost, the lower structure 2 and the upper structure 3 including the support device are large. There is no damage.

図7、図8は、固定ボルト12の破断後の工程を示す図である。固定ボルト12のノッチ12bの部分の破断により、破断した固定ボルト12の雄ネジ12aは、第1カプラー10の雌ネジ孔10aと第2カプラー11の雌ネジ孔11aに螺着された状態で残される。固定ボルト12の破断後の固定ボルト12の上部は、ベースプレート4の固定ボルト用孔4aから簡単に除去できる。   7 and 8 are diagrams showing a process after the fixing bolt 12 is broken. Due to the breaking of the notch 12b portion of the fixing bolt 12, the broken male screw 12a of the fixing bolt 12 remains in a state of being screwed into the female screw hole 10a of the first coupler 10 and the female screw hole 11a of the second coupler 11. It is. The upper part of the fixing bolt 12 after the fixing bolt 12 is broken can be easily removed from the fixing bolt hole 4 a of the base plate 4.

第1カプラー10の雌ネジ孔10aと第2カプラー11の雌ネジ孔11aに螺着された状態で残された固定ボルト12の雄ネジ12aを除去するため、第2カプラー11の上端面に形成した回転工具係合部11bに回転工具13を係合し、雄ネジ12aを引き上げる方向に回転すると、第2カプラー11に螺着された雄ネジ12aが第1カプラー10の雌ネジ孔10aとの螺着が解除され、第2カプラー11と一緒に除去される。   Formed on the upper end surface of the second coupler 11 to remove the male screw 12a of the fixing bolt 12 remaining in the state of being screwed into the female screw hole 10a of the first coupler 10 and the female screw hole 11a of the second coupler 11. When the rotary tool 13 is engaged with the rotary tool engaging portion 11b and rotated in the direction in which the male screw 12a is pulled up, the male screw 12a screwed to the second coupler 11 is in contact with the female screw hole 10a of the first coupler 10. The screwing is released and removed together with the second coupler 11.

第2カプラー11と破断した雄ネジ12aを除去した後、新しい第2カプラー11を残った第1カプラー10の上に配置し、弾性支承5を固定したベースプレート4の固定ボルト用孔4aから新しい固定ボルト12を挿入し、固定ボルト12の雄ネジ12aを第2カプラー11の雌ネジ孔11aと第1カプラー10の雌ネジ孔10aに螺着し、支承装置を含む上部構造3を下部構造に固定する。   After the second coupler 11 and the broken male screw 12a are removed, a new second coupler 11 is placed on the remaining first coupler 10, and a new fixing is made from the fixing bolt hole 4a of the base plate 4 to which the elastic support 5 is fixed. The bolt 12 is inserted, the male screw 12a of the fixing bolt 12 is screwed into the female screw hole 11a of the second coupler 11 and the female screw hole 10a of the first coupler 10, and the upper structure 3 including the support device is fixed to the lower structure. To do.

以上のように本発明の橋梁用支承装置1によれば、レベル2以上の地震動に対して下部構造及び支承装置を含む上部構造に過度の負荷を与えることなく分離し、固定ボルト破断後、第2カプラーの回転工具係合部に回転工具を係合して回転させ、第2カプラーと破断した固定ボルトを回収し、弾性支承を載置したベースプレートを新しい第2カプラーと新しい固定ボルトで下部構造に固定することで素早く機能を復元することが可能となる。   As described above, according to the bridge support device 1 of the present invention, the seismic motion of level 2 or higher is separated without applying an excessive load to the lower structure and the upper structure including the support device. Engage and rotate the rotary tool to the rotating tool engaging part of the 2 coupler, collect the 2nd coupler and the broken fixing bolt, and use the new 2nd coupler and the new fixing bolt as the base plate on which the elastic bearing is mounted. It becomes possible to quickly restore the function by fixing to.

図5は、ベースプレート4の固定ボルト用孔4aに第3カプラー14を配置し、地震時の変位により大きな応力が付加される固定ボルト12のノッチ12b上の固定ボルト部分の耐震性を向上させた実施形態を示す。   In FIG. 5, the third coupler 14 is arranged in the fixing bolt hole 4a of the base plate 4 to improve the earthquake resistance of the fixing bolt portion on the notch 12b of the fixing bolt 12 to which a large stress is applied due to the displacement at the time of the earthquake. An embodiment is shown.

図6は、ベースプレート4に橋軸方向に伸びる複数の長孔4bを形成する。長孔4bに長孔4bの長さより短く固定ボルト挿入孔を形成した駒部材15を長孔4bに沿って橋軸方向に移動可能に配置する。長孔4bと駒部材15間の間隙にスペーサー16を配置する。スペーサー16を正確な水平面に配置するため、ベースプレート4の長穴4bに対応する下部構造2の水平なスペーサー受けプレート17をその表面位置が下部構造2の表面と面一になるように配置する。固定ボルトと第1、第2カプラーとの位置合わせが容易にでき、駒部材により固定ボルトのベースプレートに対応する部分の耐震性能が向上する。   In FIG. 6, a plurality of long holes 4 b extending in the bridge axis direction are formed in the base plate 4. A piece member 15 having a fixing bolt insertion hole shorter than the length of the long hole 4b is disposed in the long hole 4b so as to be movable along the long hole 4b in the bridge axis direction. A spacer 16 is disposed in the gap between the long hole 4b and the piece member 15. In order to arrange the spacer 16 on a precise horizontal plane, the horizontal spacer receiving plate 17 of the lower structure 2 corresponding to the elongated hole 4 b of the base plate 4 is arranged so that the surface position thereof is flush with the surface of the lower structure 2. Positioning of the fixing bolt and the first and second couplers can be easily performed, and the frame member improves the seismic performance of the portion corresponding to the base plate of the fixing bolt.

1:橋梁用支承装置、2:下部構造、3:上部構造、4:ベースプレート、4a:固定ボルト用孔、4b:長孔、5:弾性支承、6:せん断拘束部材、6a:大径部、7:上部取付部材、8:セットボルト、9:アンカーボルト、10:第1カプラー、10a:雌ネジ孔、11:第2カプラー、11a:雌ネジ孔、11b:回転工具係合部、12:固定ボルト、12a:雄ネジ、12b:ノッチ、12c:ヘッド、13:回転工具、14:第3カプラー、15:駒部材、16:スペーサー 1: bridge support device, 2: lower structure, 3: upper structure, 4: base plate, 4a: fixing bolt hole, 4b: long hole, 5: elastic bearing, 6: shear restraining member, 6a: large diameter part, 7: Upper mounting member, 8: Set bolt, 9: Anchor bolt, 10: First coupler, 10a: Female screw hole, 11: Second coupler, 11a: Female screw hole, 11b: Rotating tool engaging portion, 12: Fixing bolt, 12a: male screw, 12b: notch, 12c: head, 13: rotating tool, 14: third coupler, 15: piece member, 16: spacer

Claims (3)

上部構造と下部構造との間に配置される橋梁用支承装置において、
下部構造に埋設されたアンカーボルトと連結され雌ネジ孔を形成した第1カプラーと、
第1カプラーの上に配置され雌ネジ孔を形成し上端に回転工具係合部を有する第2カプラーと、
弾性支承を固定し固定ボルト用孔を形成したベースプレートと、
ベースプレートに形成した固定ボルト用孔に挿入され第1カプラー及び第2カプラーの雌ネジ孔に螺着される雄ネジが形成されベースプレートと第2カプラーの接合部に対応する位置にレベル2の地震動には耐えそれ以上の地震動で破断するように設定されたノッチを形成した固定ボルトと、
を備えることを特徴とする橋梁用支承装置。
In the bridge support device arranged between the superstructure and the substructure,
A first coupler connected to an anchor bolt embedded in the lower structure to form a female screw hole;
A second coupler disposed on the first coupler and having a female screw hole and having a rotary tool engaging portion at an upper end;
A base plate which fixes an elastic bearing and forms a hole for a fixing bolt;
A male screw inserted into the fixing bolt hole formed in the base plate and screwed into the female screw hole of the first coupler and the second coupler is formed, and a level 2 earthquake motion is formed at a position corresponding to the joint between the base plate and the second coupler. With a fixing bolt formed with a notch set to break with enduring earthquake motion,
A bridge support device characterized by comprising:
ベースプレートの固定ボルト用孔に第3のカプラーを配置することを特徴とする請求項1に記載の橋梁用支承装置。   The bridge support device according to claim 1, wherein a third coupler is disposed in the fixing bolt hole of the base plate. ベースプレートに橋軸方向に伸びる長孔を形成し、長孔に固定ボルト挿入孔を形成し長孔に沿って橋軸方向に移動可能な駒部材を配置し駒部材の前後と長孔との間隙にスペーサーを配置することを特徴とする請求項1に記載の橋梁用支承装置。   A long hole extending in the bridge axis direction is formed in the base plate, a fixing bolt insertion hole is formed in the long hole, and a piece member movable in the bridge axis direction along the long hole is arranged, and a gap between the front and rear of the piece member and the long hole The bridge support device according to claim 1, wherein a spacer is arranged on the bridge.
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JP2018178678A (en) * 2017-04-03 2018-11-15 株式会社ビービーエム Bearing part apparatus for bridge

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JP2018178678A (en) * 2017-04-03 2018-11-15 株式会社ビービーエム Bearing part apparatus for bridge

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