JP2017186777A - Bearing device for structure - Google Patents
Bearing device for structure Download PDFInfo
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- JP2017186777A JP2017186777A JP2016075559A JP2016075559A JP2017186777A JP 2017186777 A JP2017186777 A JP 2017186777A JP 2016075559 A JP2016075559 A JP 2016075559A JP 2016075559 A JP2016075559 A JP 2016075559A JP 2017186777 A JP2017186777 A JP 2017186777A
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F1/00—Springs
- F16F1/36—Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers
- F16F1/40—Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers consisting of a stack of similar elements separated by non-elastic intermediate layers
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Bridges Or Land Bridges (AREA)
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Abstract
Description
本発明は、建築物、橋梁等の構造物に設置され、弾性部材の弾性変位により地震エネルギーを吸収する支承において、直交する二方向で変位量が異なる構造物用支承装置に関する。 The present invention relates to a bearing device for a structure that is installed in a structure such as a building or a bridge and absorbs seismic energy by elastic displacement of an elastic member and has different displacement amounts in two orthogonal directions.
従来、建築物や橋梁等の構造物の支承装置として、弾性部材の弾性変位により地震エネルギーを吸収する弾性支承装置が開発されている。 Conventionally, an elastic bearing device that absorbs seismic energy by elastic displacement of an elastic member has been developed as a bearing device for structures such as buildings and bridges.
従来の弾性支承装置は、弾性体それ自体のせん断弾性率は方向性がなく、直交する一方の方向と直交する他方の方向に対して同一の性能値(許容変位量・剛性)を有するものである。 In the conventional elastic bearing device, the elastic modulus of the elastic body itself has no directionality, and has the same performance value (allowable displacement amount / rigidity) with respect to the other direction orthogonal to the one orthogonal direction. is there.
しかしながら、構造物の種別等により、直交する一方の方向の必要性能値(許容変位量・剛性)と直交する他方の方向の必要性能値(許容変位量・剛性)が異なる場合がある。
この場合、弾性支承の形状(構造)を決定するにあたり、その形状(構造)を必要性能の低い方に対応させて設定すると変位性能が不足することになるため、必要性能の高い方に対応させて形状(構造)を設定することになるが、これでは弾性層の平面寸法が大きくなり、弾性支承が大型になり、コスト高を招くことにもなるという問題があった。
However, the required performance value (allowable displacement / rigidity) in one direction orthogonal to the required performance value (allowable displacement / rigidity) in the other orthogonal direction may differ depending on the type of structure.
In this case, when determining the shape (structure) of the elastic bearing, if the shape (structure) is set to correspond to the lower required performance, the displacement performance will be insufficient. In this case, however, there is a problem that the planar dimension of the elastic layer becomes large, the elastic bearing becomes large, and the cost increases.
本発明は、前記従来技術の持つ問題点を解決する、構造が簡単で、弾性体の寸法を大きくすることなく、直交する一方の方向の必要性能値(許容変位量・剛性)と直交する他方の方向の必要性能値(許容変位量・剛性)を異なるように設定することが可能な構造物用支承装置を提供することを目的とする。 The present invention solves the problems of the prior art, has a simple structure, and does not increase the size of the elastic body. The other is orthogonal to the required performance value (allowable displacement / rigidity) in one orthogonal direction. It is an object of the present invention to provide a structure bearing device capable of setting different required performance values (allowable displacement amount / rigidity) in the direction of.
本発明の構造物用支承装置は、前記課題を解決するために、中央に上下に伸び両端に雄ネジを形成したせん断拘束部材を配置した中間プレートと、上部構造側に固定され中央に直交する一方の方向に伸びる上部が開口した溝と溝底部に前記せん断拘束部材の上部が貫通する直交する一方の方向に伸びるガイド穴が形成された上部部材と、下部構造側に固定され中央に直交する他方の方向に伸びる下部が開口した溝と溝底部に前記せん断拘束部材の下部が貫通する直交する他方の方向に伸びるガイド穴が形成された下部部材と、前記上部部材の下面と前記中間プレートの上面に固定される上部弾性体と、前記下部部材の上面と前記中間プレートの下面に固定される下部弾性体と、前記上部部材のガイド穴を貫通する前記せん断拘束部材の上部に嵌挿され前記溝幅と同じ幅を有し上部部材の直交する他方の方向の変位を阻止するプレートと、前記せん断拘束部材の上部雄ネジに螺着されるナットと、前記下部部材のガイド穴を貫通する前記せん断拘束部材の下部に嵌挿され前記溝幅と同じ幅を有し下部部材の直交する一方の方向の変位を阻止するプレートと、前記せん断拘束部材の下部雄ネジに螺着されるナットと、を備え、前記上部弾性体と前記下部弾性体の剛性を相違するように設定し、地震時の応力による直交する一方の方向と直交する他方の方向の変位量が異なるようにすることを特徴とする。 In order to solve the above-mentioned problem, the structural support device of the present invention is fixed to the upper structure side and orthogonal to the center, with an intermediate plate in which a shear restraining member extending vertically in the center and having male screws formed at both ends is arranged. An upper member having an upper opening extending in one direction and an upper member in which a guide hole extending in one orthogonal direction through which the upper portion of the shear restraining member passes is formed in the groove bottom, and fixed to the lower structure side and orthogonal to the center A lower member having a lower opening extending in the other direction, a lower member in which a groove extending in the other direction perpendicular to the lower portion of the shear restraining member is formed in the groove bottom, a lower surface of the upper member, and the intermediate plate An upper elastic body fixed to the upper surface, a lower elastic body fixed to the upper surface of the lower member and the lower surface of the intermediate plate, and an upper portion of the shear restraining member penetrating the guide hole of the upper member A plate that is inserted and has the same width as the groove and prevents displacement of the upper member in the other orthogonal direction, a nut that is screwed into the upper male screw of the shear restraining member, and a guide hole in the lower member A plate that is inserted into the lower part of the penetrating shear restraining member and has the same width as the groove and prevents the lower member from being displaced in one orthogonal direction, and is screwed to the lower male screw of the shear restraining member A nut, and the rigidity of the upper elastic body and the lower elastic body is set to be different from each other so that the amount of displacement in one direction orthogonal to the other direction orthogonal to the stress due to the stress at the time of an earthquake is different. It is characterized by.
また、本発明の構造物用支承装置は、前記上部構造が前記上部弾性体の弾性力の範囲内で直交する一方の方向の所定範囲内で変位可能とし、前記下部構造が前記下部弾性体の弾性力の範囲内で直交する他方の方向の所定範囲内で変位可能とすることを特徴とする。 In the structure support device of the present invention, the upper structure is displaceable within a predetermined range in one direction orthogonal to the upper elastic body within the range of the elastic force of the upper elastic body, and the lower structure is the lower elastic body. Displacement is possible within a predetermined range in the other direction orthogonal to each other within the range of elastic force.
また、本発明の構造物用支承装置は、前記上部弾性体の前記上部部材のガイド穴に対応する部分と前記下部弾性体の前記下部部材のガイド穴に対応する部分を空所にすることを特徴とする。 In the structure support device of the present invention, the portion of the upper elastic body corresponding to the guide hole of the upper member and the portion of the lower elastic body corresponding to the guide hole of the lower member are made empty. Features.
中央に上下に伸び両端に雄ネジを形成したせん断拘束部材を配置した中間プレートと、上部構造側に固定され中央に直交する一方の方向に伸びる上部が開口した溝と溝底部に前記せん断拘束部材の上部が貫通する直交する一方の方向に伸びるガイド穴が形成された上部部材と、下部構造側に固定され中央に直交する他方の方向に伸びる下部が開口した溝と溝底部に前記せん断拘束部材の下部が貫通する直交する他方の方向に伸びるガイド穴が形成された下部部材と、前記上部部材の下面と前記中間プレートの上面に固定される上部弾性体と、前記下部部材の上面と前記中間プレートの下面に固定される下部弾性体と、前記上部部材のガイド穴を貫通する前記せん断拘束部材の上部に嵌挿され前記溝幅と同じ幅を有し上部部材の直交する他方の方向の変位を阻止するプレートと、前記せん断拘束部材の上部雄ネジに螺着されるナットと、前記下部部材のガイド穴を貫通する前記せん断拘束部材の下部に嵌挿され前記溝幅と同じ幅を有し下部部材の直交する一方の方向の変位を阻止するプレートと、前記せん断拘束部材の下部雄ネジに螺着されるナットと、を備え、前記上部弾性体と前記下部弾性体の剛性を相違するように設定し、地震時の応力による直交する一方の方向と直交する他方の方向の変位量が異なるようにすることで、簡単な構造で、弾性体の寸法を大きくすることなく、直交する一方の方向の必要性能値(許容変位量・剛性)と直交する他方の方向の必要性能値(許容変位量・剛性)を異なるように設定することが可能となる。
上部構造が上部弾性体の弾性力の範囲内で直交する一方の方向の所定範囲内で変位可能とし、下部構造が下部弾性体の弾性力の範囲内で直交する他方の方向の所定範囲内で変位可能とすることで、地震時の相対変位に対して広い範囲で変位し地震エネルギーを吸収することが可能となる。
上部弾性体の上部部材のガイド穴に対応する部分と下部弾性体の下部部材のガイド穴に対応する部分を空所にすることで、上部弾性体と下部弾性体の変形がせん断拘束部材に阻害されることがなく効率良く地震エネルギーをきゅうしゅうすることが可能となる。
An intermediate plate in which a shear restraint member extending vertically in the center and having male screws formed at both ends is arranged, a groove that is fixed to the upper structure side and extends in one direction perpendicular to the center, and the groove restraint member in the groove bottom. An upper member formed with a guide hole extending in one orthogonal direction through which the upper part of the groove penetrates, a groove fixed to the lower structure side and extending in the other direction orthogonal to the center and an opening in the lower direction, and the shear restraining member at the groove bottom A lower member formed with a guide hole extending in the other orthogonal direction, a lower elastic member fixed to the lower surface of the upper member and the upper surface of the intermediate plate, an upper surface of the lower member, and the intermediate member A lower elastic body fixed to the lower surface of the plate, and the other of the upper members orthogonal to the upper member that is inserted into the upper portion of the shear restraining member that passes through the guide hole of the upper member and has the same width as the groove width. A plate that prevents displacement in the direction, a nut that is screwed into the upper male screw of the shear restraining member, and a width that is the same as the groove width that is inserted into the lower portion of the shear restraining member that passes through the guide hole of the lower member A plate that prevents displacement of the lower member in one orthogonal direction, and a nut that is screwed to the lower male screw of the shear restraining member, and the rigidity of the upper elastic body and the lower elastic body is increased. By setting differently, the displacement amount in one direction perpendicular to the direction perpendicular to the stress due to the stress at the time of earthquake is different, and the structure is simple and orthogonal without increasing the size of the elastic body Therefore, the required performance value (allowable displacement amount / rigidity) in the other direction orthogonal to the required performance value (allowable displacement amount / rigidity) in one direction can be set differently.
The upper structure is displaceable within a predetermined range in one direction orthogonal within the range of elastic force of the upper elastic body, and the lower structure is within a predetermined range in the other direction orthogonal to within the elastic force range of the lower elastic body By making the displacement possible, it is possible to absorb the earthquake energy by displacing in a wide range with respect to the relative displacement at the time of the earthquake.
Deformation of the upper elastic body and the lower elastic body is obstructed by the shear restraining member by making the part corresponding to the guide hole of the upper member of the upper elastic body and the portion corresponding to the guide hole of the lower member of the lower elastic body empty. It is possible to efficiently synthesize earthquake energy without being done.
本発明の実施形態を図により説明する。図1は、本発明の構造物用支承装置1を直交する一方の方向からみた側面図であり、図2は、本発明の構造物用支承装置1を直交する他方の方向からみた側面図である。 An embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a side view of the structural support device 1 according to the present invention as viewed from one orthogonal direction, and FIG. 2 is a side view of the structural support device 1 as viewed from the other orthogonal direction. is there.
図5(a)(b)に示されるように、上部構造側に固定される上部部材2には、直交する一方の方向(以下「X方向」という。)に伸び上部が開口した上部溝2aが形成される。上部溝2aの溝底部には、X方向に伸びる上部ガイド穴2bが形成される。上部部材2の上面と下面は平面に形成される。
As shown in FIGS. 5A and 5B, the
図6(a)(b)に示されるように、下部構造側に固定される下部部材3には、直交する他方の方向(以下、「Y方向」という。)に伸び下部が開口した下部溝3aが形成される。下部溝3aの溝底部には、Y方向に伸びる下部ガイド穴3bが形成される。上部部材2の上面と下面は平面に形成される。
As shown in FIGS. 6A and 6B, the
図7(a)(b)に、中間プレート4と中間プレート4の中央に配置されるせん断拘束部材5(商標名「しんぼう」)の一実施形態を示す。この実施形態では、中間プレート4の中央に中央雌ネジ穴4aを形成し、せん断拘束部材5の中央雄ネジ5cを螺着して固定する。せん断拘束部材5は、中間プレート4の上下に伸び上部に上部雄ネジ5a、下部に下部雄ネジ5bが形成される。中間プレート4の中央に貫通穴を形成し、貫通穴にせん断拘束部材5を挿入し、溶接により固定しても良い。
FIGS. 7A and 7B show an embodiment of the
図8に、中間プレート4にせん断拘束部材5を固定する他の実施形態を示す。この実施形態では、中間プレート4を上プレート4bと下プレート4cで構成し、上プレート4bと下プレート4cの中央部に貫通穴を形成し、上プレート4bの下面の一部に貫通穴と連通する大径部を形成し、下プレート4cの上面の一部に貫通穴と連通する大径部を形成する。一方、せん断拘束部材5の中間部に大径部5dを形成し、せん断拘束部材5の大径部5dを上プレート4bと下プレート4cの大径部に位置させ、上下プレート4b、4cを固定ボルト6で固定することにより、せん断拘束部材5を中間プレート4に固定する。
FIG. 8 shows another embodiment in which the
図9は、上部弾性体7の上面図である。上部弾性体7はゴム等の復元性のある材料で形成される。上部弾性体7には、上部部材2の上部ガイド穴2bに対応する部分にX方向に伸びる空所7aが形成される。上部弾性体7を複数に分割し、上部ガイド穴2bに重ならないように配置しても良い。
FIG. 9 is a top view of the upper
図10は、下部弾性体8の上面図である。下部弾性体8はゴム等の復元性のある材料で形成される。下部弾性体8には、下部部材3の下部ガイド穴3bに対応する部分にY方向に伸びる空所8aが形成される。下部弾性体8を複数に分割し、下部ガイド穴3bに重ならないように配置しても良い。
FIG. 10 is a top view of the lower
図1、図2は、各部材を組み込んだ構造物支承装置1のX方向から見た側面図とY方向からみた側面図である。構造物支承装置1を組み立てるには、中央部にせん断拘束部材5を固定した中間プレート4の上下面に上部弾性体7と下部弾性体8を配置し、上部弾性体7の上面に上部部材2、下部弾性体8の下面に下部部材3を配置し、加硫成形により一体化する。
FIG. 1 and FIG. 2 are a side view seen from the X direction and a side view seen from the Y direction of the structure support device 1 incorporating each member. In order to assemble the structure support device 1, the upper
図3、図4は、構造物支承装置1の上面図と底面図である。中間プレート4、上部弾性体7、上部部材2、下部弾性体8及び下部部材3が加硫成形により一体化された後、上部部材2の上部ガイド穴2bから上方に突き出したせん断拘束部材5に上部溝2aの溝幅とほぼ同じ幅のY方向変位阻止プレート9を嵌挿し、せん断拘束部材5の上部雄ネジ5aにナット10を螺着して固定する。
3 and 4 are a top view and a bottom view of the structure support device 1. After the
下部部材3の下部ガイド穴3bから下方に突き出したせん断拘束部材5に下部溝3aの溝幅とほぼ同じ幅のX方向変位阻止プレート11を嵌挿し、せん断拘束部材5の下部雄ネジ5bにナット10を螺着して固定する。
An X-direction
地震時の相対変位に対して、上部部材2は、Y方向の変位をY方向変位阻止プレート9により阻止され、X方向と上部弾性体7の剛性に応じたX方向から所定範囲で変位し地震エネルギーを吸収する。
With respect to the relative displacement at the time of the earthquake, the
地震時の相対変位に対して、下部部材3は、X方向の変位をX方向変位阻止プレート11により阻止され、Y方向と下部弾性体8の剛性に応じたY方向から所定範囲で変位し地震エネルギーを吸収する。
The relative displacement at the time of the earthquake is such that the
構造物の種別において、X方向の必要性能(許容変位量・剛性)とY方向の必要性能(許容変位量・剛性)が異なるように設定される場合がある。X方向の変位量をY方向の変位量より小さくしたいという設定の場合、上部弾性体7の剛性を下部弾性体8の剛性より大きくする。逆に、Y方向の変位量をX方向の変位量より小さくしたいという設定の場合、下部弾性体8の剛性を上部弾性体7の剛性より大きくする。
In some types of structures, the required performance (allowable displacement / rigidity) in the X direction and the required performance (allowable displacement / rigidity) in the Y direction may be set differently. In the case where it is desired to make the amount of displacement in the X direction smaller than the amount of displacement in the Y direction, the rigidity of the upper
以上のように、本発明の構造物用支承装置1によれば、構造が簡単で、弾性体の寸法を大きくすることなく、直交する一方の方向の必要性能値(許容変位量・剛性)と直交する他方の方向の必要性能値(許容変位量・剛性)を異なるように設定することが可能になる。 As described above, according to the structure support device 1 of the present invention, the structure is simple and the required performance value (allowable displacement amount / rigidity) in one orthogonal direction can be obtained without increasing the size of the elastic body. It is possible to set different required performance values (allowable displacement amount / rigidity) in the other direction perpendicular to each other.
1: 構造物用支承装置、2:上部部材、2a:上部溝、2b:上部ガイド穴、3:下部部材、3a:下部溝、3b:下部ガイド穴、4:中間プレート、4a:雌ネジ穴、4b:上プレート、4c:下プレート、5:せん断拘束部材、5a:上部雄ネジ、5b:下部雄ネジ、5c:中央雄ネジ、5d:大径部、6:固定ボルト、7:上部弾性体、7a:空所、8:下部弾性体、8a:空所、9:Y方向変位阻止プレート、10:ナット、11:X方向変位阻止プレート
1: support device for structure, 2: upper member, 2a: upper groove, 2b: upper guide hole, 3: lower member, 3a: lower groove, 3b: lower guide hole, 4: intermediate plate, 4a:
Claims (3)
上部構造側に固定され中央に直交する一方の方向に伸びる上部が開口した溝と溝底部に前記せん断拘束部材の上部が貫通する直交する一方の方向に伸びるガイド穴が形成された上部部材と、
下部構造側に固定され中央に直交する他方の方向に伸びる下部が開口した溝と溝底部に前記せん断拘束部材の下部が貫通する直交する他方の方向に伸びるガイド穴が形成された下部部材と、
前記上部部材の下面と前記中間プレートの上面に固定される上部弾性体と、
前記下部部材の上面と前記中間プレートの下面に固定される下部弾性体と、
前記上部部材のガイド穴を貫通する前記せん断拘束部材の上部に嵌挿され前記溝幅と同じ幅を有し上部部材の直交する他方の方向の変位を阻止するプレートと、
前記せん断拘束部材の上部雄ネジに螺着されるナットと、
前記下部部材のガイド穴を貫通する前記せん断拘束部材の下部に嵌挿され前記溝幅と同じ幅を有し下部部材の直交する一方の方向の変位を阻止するプレートと、
前記せん断拘束部材の下部雄ネジに螺着されるナットと、
を備え、
前記上部弾性体と前記下部弾性体の剛性を相違するように設定し、地震時の応力による直交する一方の方向と直交する他方の方向の変位量が異なるようにすることを特徴とする構造物用支承装置。 An intermediate plate in which a shear restraint member extending vertically in the center and having male screws formed on both ends is disposed;
An upper member fixed on the upper structure side and extending in one direction orthogonal to the center and having an upper opening and a groove bottom formed with a guide hole extending in one orthogonal direction through which the upper portion of the shear restraint member passes;
A lower member that is fixed to the lower structure side and that extends in the other direction orthogonal to the center and has a lower opening, and a lower member in which a guide hole extending in the other orthogonal direction through which the lower portion of the shear restraining member passes is formed in the groove bottom;
An upper elastic body fixed to the lower surface of the upper member and the upper surface of the intermediate plate;
A lower elastic body fixed to the upper surface of the lower member and the lower surface of the intermediate plate;
A plate that is inserted into the upper portion of the shear restraining member that passes through the guide hole of the upper member, has the same width as the groove width, and prevents displacement of the upper member in the other orthogonal direction;
A nut screwed to the upper male screw of the shear restraining member;
A plate that is inserted into the lower portion of the shear restraining member that passes through the guide hole of the lower member and has the same width as the groove width, and prevents displacement of the lower member in one orthogonal direction;
A nut screwed into the lower male screw of the shear restraining member;
With
The structure is characterized in that the rigidity of the upper elastic body and the lower elastic body is set to be different so that the amount of displacement in one direction orthogonal to the direction orthogonal to the stress due to the stress at the time of an earthquake is different. Bearing device.
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JP2016075559A JP6026034B1 (en) | 2016-04-05 | 2016-04-05 | Structural support device |
PCT/JP2016/081044 WO2017175412A1 (en) | 2016-04-05 | 2016-10-20 | Bearing device for structure |
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Cited By (2)
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CN111560844A (en) * | 2020-05-28 | 2020-08-21 | 沈永成 | Unidirectional-movement basin-type rubber support for highway bridges |
JP2021042617A (en) * | 2019-09-13 | 2021-03-18 | 高田機工株式会社 | Knock-off bolt and fitting structure for the same |
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JP6212228B1 (en) * | 2017-02-14 | 2017-10-11 | 株式会社ビービーエム | Structural support device |
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JPH09210121A (en) * | 1996-02-03 | 1997-08-12 | Nippon Pillar Packing Co Ltd | Supporting device |
JP3551997B2 (en) * | 1996-02-16 | 2004-08-11 | 清水建設株式会社 | Device for preventing lifting of seismic isolation structures |
JP2002181129A (en) * | 2000-12-15 | 2002-06-26 | Ishikawajima Harima Heavy Ind Co Ltd | Supporting device |
JP4316297B2 (en) * | 2002-07-24 | 2009-08-19 | 横浜ゴム株式会社 | Sliding rubber bearing for bridge |
JP2005256524A (en) * | 2004-03-15 | 2005-09-22 | Toyo Tire & Rubber Co Ltd | Rubber support for bridge |
JP5082785B2 (en) * | 2007-11-13 | 2012-11-28 | 横浜ゴム株式会社 | Sliding rubber bearing device |
KR101683134B1 (en) * | 2010-04-15 | 2016-12-06 | 엘에스전선 주식회사 | Bearing apparatus for wind tower |
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2016
- 2016-04-05 JP JP2016075559A patent/JP6026034B1/en not_active Expired - Fee Related
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2021042617A (en) * | 2019-09-13 | 2021-03-18 | 高田機工株式会社 | Knock-off bolt and fitting structure for the same |
JP7128786B2 (en) | 2019-09-13 | 2022-08-31 | 高田機工株式会社 | Knock-off type bolt mounting structure |
CN111560844A (en) * | 2020-05-28 | 2020-08-21 | 沈永成 | Unidirectional-movement basin-type rubber support for highway bridges |
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WO2017175412A1 (en) | 2017-10-12 |
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