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A platform for research: civil engineering, architecture and urbanism
REACTION FORCE RECEIVING MEMBER AND CONSTRUCTION METHOD OF COLUMN BEAM FRAME
To provide a reaction force receiving member to receive a reaction force of a jack capable of adjusting the horizontal position of the upper end of a permanent steel column by a short construction period and a simple method.SOLUTION: A reaction force receiving member 40 receives the reaction force of a jack 51 in order to adjust the horizontal position of the upper end of a permanent steel column 11 projecting upward from the ground with the jack 51. The reaction force receiving member 40 includes a concrete floor part 41 formed around the upper end of the permanent steel column 11 with a frame-like gap d, and a concrete wall part 42 provided in the floor part 41. A wall surface of the wall part 42 on the side of the permanent steel column 11 serves as a reaction force receiving surface 43 that receives a reaction force of the jack 51.SELECTED DRAWING: Figure 5
【課題】短工期かつ簡便な方法で構真柱上端の水平位置を調整可能な、ジャッキの反力を受ける反力受け部材を提供する。【解決手段】反力受け部材４０は、地盤から上方に突出した構真柱１１の上端の水平位置をジャッキ５１で調整するために、そのジャッキ５１の反力を受ける。この反力受け部材４０は、構真柱１１の上端の周囲に、枠状の隙間ｄを空けて形成されたコンクリート造の床部４１と、床部４１に設けられたコンクリート造の壁部４２と、を備える。壁部４２の構真柱１１側の壁面は、ジャッキ５１の反力を受ける反力受け面４３となる。【選択図】図５
REACTION FORCE RECEIVING MEMBER AND CONSTRUCTION METHOD OF COLUMN BEAM FRAME
To provide a reaction force receiving member to receive a reaction force of a jack capable of adjusting the horizontal position of the upper end of a permanent steel column by a short construction period and a simple method.SOLUTION: A reaction force receiving member 40 receives the reaction force of a jack 51 in order to adjust the horizontal position of the upper end of a permanent steel column 11 projecting upward from the ground with the jack 51. The reaction force receiving member 40 includes a concrete floor part 41 formed around the upper end of the permanent steel column 11 with a frame-like gap d, and a concrete wall part 42 provided in the floor part 41. A wall surface of the wall part 42 on the side of the permanent steel column 11 serves as a reaction force receiving surface 43 that receives a reaction force of the jack 51.SELECTED DRAWING: Figure 5
【課題】短工期かつ簡便な方法で構真柱上端の水平位置を調整可能な、ジャッキの反力を受ける反力受け部材を提供する。【解決手段】反力受け部材４０は、地盤から上方に突出した構真柱１１の上端の水平位置をジャッキ５１で調整するために、そのジャッキ５１の反力を受ける。この反力受け部材４０は、構真柱１１の上端の周囲に、枠状の隙間ｄを空けて形成されたコンクリート造の床部４１と、床部４１に設けられたコンクリート造の壁部４２と、を備える。壁部４２の構真柱１１側の壁面は、ジャッキ５１の反力を受ける反力受け面４３となる。【選択図】図５
REACTION FORCE RECEIVING MEMBER AND CONSTRUCTION METHOD OF COLUMN BEAM FRAME
反力受け部材および柱梁架構の構築方法
KIKUCHI TOMOYUKI (author) / ICHIZUKA TAKAHIRO (author) / ISHIKAWA KAZUHIRO (author) / HIRAI ATSUSHI (author)
2020-02-20
Patent
Electronic Resource
Japanese
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