A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
FLOOR SLAB TEMPORARY SUPPORT METHOD AND FLOOR SLAB TEMPORARY SUPPORT STRUCTURE
PROBLEM TO BE SOLVED: To provide a floor slab temporary support method and a floor slab temporary support structure capable of supporting a floor slab using a simple method and a simple structure for replacing floor slabs on an elevated road.SOLUTION: A horizontal member 71 is temporarily fastened to a horizontal girder 61 or the like disposed between adjacent main girders 54 and 55 in a direction perpendicular to a bridge axis of an elevated road 51. Next, a vertical girder 73 is supported by the horizontal member 71 and arranged between the horizontal member 71 and a floor slab 52. Next, a pair of diagonal members 72 is brought into contact with respective lower ends of the adjacent main girders 54 and 55 and the lower end of the horizontal member 71. Next, the diagonal members 72 are extended to bring the vertical girder 73 and a lower end of the floor slab 52 into contact with each other.SELECTED DRAWING: Figure 4
【課題】高架道路の床版を取り替える際に、簡易な方法又は簡易な構造により床版を支持することができる床版の仮支持方法及び床版の仮支持構造を提供する。【解決手段】高架道路５１の橋軸直角方向に隣り合う主桁５４，５５同士の間の横桁６１等に横架材７１を仮留めさせる。次に、縦桁７３を、横架材７１に支持させるとともに、横架材７１と床版５２との間に配置する。次に、隣り合う主桁５４，５５の各下端部と横架材７１の下部とに一対の斜材７２をそれぞれ当接させる。次に、斜材７２を伸長させて、縦桁７３と床版５２の下部とを当接させる。【選択図】図４
FLOOR SLAB TEMPORARY SUPPORT METHOD AND FLOOR SLAB TEMPORARY SUPPORT STRUCTURE
PROBLEM TO BE SOLVED: To provide a floor slab temporary support method and a floor slab temporary support structure capable of supporting a floor slab using a simple method and a simple structure for replacing floor slabs on an elevated road.SOLUTION: A horizontal member 71 is temporarily fastened to a horizontal girder 61 or the like disposed between adjacent main girders 54 and 55 in a direction perpendicular to a bridge axis of an elevated road 51. Next, a vertical girder 73 is supported by the horizontal member 71 and arranged between the horizontal member 71 and a floor slab 52. Next, a pair of diagonal members 72 is brought into contact with respective lower ends of the adjacent main girders 54 and 55 and the lower end of the horizontal member 71. Next, the diagonal members 72 are extended to bring the vertical girder 73 and a lower end of the floor slab 52 into contact with each other.SELECTED DRAWING: Figure 4
【課題】高架道路の床版を取り替える際に、簡易な方法又は簡易な構造により床版を支持することができる床版の仮支持方法及び床版の仮支持構造を提供する。【解決手段】高架道路５１の橋軸直角方向に隣り合う主桁５４，５５同士の間の横桁６１等に横架材７１を仮留めさせる。次に、縦桁７３を、横架材７１に支持させるとともに、横架材７１と床版５２との間に配置する。次に、隣り合う主桁５４，５５の各下端部と横架材７１の下部とに一対の斜材７２をそれぞれ当接させる。次に、斜材７２を伸長させて、縦桁７３と床版５２の下部とを当接させる。【選択図】図４
FLOOR SLAB TEMPORARY SUPPORT METHOD AND FLOOR SLAB TEMPORARY SUPPORT STRUCTURE
床版の仮支持方法及び床版の仮支持構造
WATANABE YOJI (author) / IMAMURA AKITO (author) / SUZUKI YASUHIRO (author) / KAIDA RYUICHI (author)
2018-09-13
Patent
Electronic Resource
Japanese
IPC:
E01D
BRIDGES
,
Brücken
TEMPORARY SUPPORT STRUCTURE FOR FLOOR SLAB, FLOOR SLAB AND TEMPORARY SUPPORT METHOD FOR FLOOR SLAB
| European Patent Office | 2019
| European Patent Office | 2022