A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
RAIL JOINT GAP REPAIRING METHOD AND RAIL JOINT GAP REPAIRING MEMBER
To provide a rail joint gap repairing method capable of further reducing generation of water leakage.SOLUTION: In a step S10 of a rail joint gap repairing method of an embodiment, a rail gap joint repairing member 1 in a state in which a first rib 22 and a second rib 32 are directed to outside and a seat part 13 is curved so that it projects downward is inserted into a rail joint gap 104 from the side part of a bridge 100 so that a longitudinal direction X is along a width direction W of the bridge 100. In a step S20 and a step S30, a plurality of first ribs 22 are pressed against a first face 101a forming the rail joint gap 104, and a plurality of second ribs 32 are pressed against a second face 101b forming the rail joint gap 104 and opposing the first face 101a. In a step S40, a water stop adhesive is filled into a first filling space 51 formed by the plurality of first ribs 22 and the first face 101a and a second filling space 52 formed by the plurality of second ribs 32 and the second face 101b. In a step S50, the water stop adhesive is cured.SELECTED DRAWING: Figure 4
【課題】漏水の発生をより低減させることが可能な遊間補修方法を提供する。【解決手段】本実施の形態における遊間補修方法のステップＳ１０は、第１リブ２２および第２リブ３２が外側に向き、シート部１３が下方に突出するように湾曲させた状態の遊間補修部材１を長手方向Ｘが橋梁１００の幅Ｗ方向に沿うように橋梁１００の側方から遊間１０４に挿入する。ステップＳ２０およびステップＳ３０は、遊間１０４を形成する第１面１０１ａに複数の第１リブ２２を押圧し、遊間１０４を形成し第１面１０１ａに対向する第２面１０１ｂに複数の第２リブ３２を押圧する。ステップＳ４０は、複数の第１リブ２２と第１面１０１ａによって形成される第１充填空間５１および複数の第２リブ３２と第２面１０１ｂによって形成される第２充填空間５２に止水接着剤を充填する。ステップＳ５０は、止水接着剤を硬化させる。【選択図】図４
RAIL JOINT GAP REPAIRING METHOD AND RAIL JOINT GAP REPAIRING MEMBER
To provide a rail joint gap repairing method capable of further reducing generation of water leakage.SOLUTION: In a step S10 of a rail joint gap repairing method of an embodiment, a rail gap joint repairing member 1 in a state in which a first rib 22 and a second rib 32 are directed to outside and a seat part 13 is curved so that it projects downward is inserted into a rail joint gap 104 from the side part of a bridge 100 so that a longitudinal direction X is along a width direction W of the bridge 100. In a step S20 and a step S30, a plurality of first ribs 22 are pressed against a first face 101a forming the rail joint gap 104, and a plurality of second ribs 32 are pressed against a second face 101b forming the rail joint gap 104 and opposing the first face 101a. In a step S40, a water stop adhesive is filled into a first filling space 51 formed by the plurality of first ribs 22 and the first face 101a and a second filling space 52 formed by the plurality of second ribs 32 and the second face 101b. In a step S50, the water stop adhesive is cured.SELECTED DRAWING: Figure 4
【課題】漏水の発生をより低減させることが可能な遊間補修方法を提供する。【解決手段】本実施の形態における遊間補修方法のステップＳ１０は、第１リブ２２および第２リブ３２が外側に向き、シート部１３が下方に突出するように湾曲させた状態の遊間補修部材１を長手方向Ｘが橋梁１００の幅Ｗ方向に沿うように橋梁１００の側方から遊間１０４に挿入する。ステップＳ２０およびステップＳ３０は、遊間１０４を形成する第１面１０１ａに複数の第１リブ２２を押圧し、遊間１０４を形成し第１面１０１ａに対向する第２面１０１ｂに複数の第２リブ３２を押圧する。ステップＳ４０は、複数の第１リブ２２と第１面１０１ａによって形成される第１充填空間５１および複数の第２リブ３２と第２面１０１ｂによって形成される第２充填空間５２に止水接着剤を充填する。ステップＳ５０は、止水接着剤を硬化させる。【選択図】図４
RAIL JOINT GAP REPAIRING METHOD AND RAIL JOINT GAP REPAIRING MEMBER
遊間補修方法、および遊間補修部材
OSHIKA NAOKO (author) / ISHIJIMA YUJI (author) / HATANAKA KENICHI (author) / SUGIYAMA YOSHIRO (author)
2019-01-31
Patent
Electronic Resource
Japanese