A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
MOUNTING STRUCTURE OF PRECAST WALL BALUSTRADE AND MOUNTING METHOD THEREOF
PROBLEM TO BE SOLVED: To provide a mounting structure of a precast wall balustrade and a mounting method thereof which can reduce efforts at the construction site, shorten the term of work, and furthermore ensure the connection of members involved in the joining.SOLUTION: A vertical anchoring bar 7 projects downward from a concrete part of a precast wall balustrade member 2. A receiving hole 9 for receiving the vertical anchoring bar 7 is formed in a ground cover 4 provided on the side part of a floor slab 3. A bump-like mechanical anchoring-type anchoring tool is provided on the tip end of the vertical anchoring bar 7. The precast wall balustrade member 2 is installed so that the receiving hole 9 is filled with a filler 10, followed by receiving the vertical anchoring bar 7 in the receiving hole 9.SELECTED DRAWING: Figure 2
【課題】施工現場での労力を削減し、かつ工期を短縮し、更に接合に関与する部材の連結を担保できるプレキャスト壁高欄の取付構造及び取付方法を提供する。【解決手段】プレキャスト壁高欄部材２のコンクリート部分から下方に縦方向定着筋７が突出している。床版３の側部に設けられた地覆４には、縦方向定着筋７を受容する受容孔９が形成されている。縦方向定着筋７の先端部には、こぶ状の機械式定着の定着具が設けられている。受容孔９に充填材１０を充填した後に、縦方向定着筋７が受容孔９に受容されるように、プレキャスト壁高欄部材２が設置される。【選択図】図２
MOUNTING STRUCTURE OF PRECAST WALL BALUSTRADE AND MOUNTING METHOD THEREOF
PROBLEM TO BE SOLVED: To provide a mounting structure of a precast wall balustrade and a mounting method thereof which can reduce efforts at the construction site, shorten the term of work, and furthermore ensure the connection of members involved in the joining.SOLUTION: A vertical anchoring bar 7 projects downward from a concrete part of a precast wall balustrade member 2. A receiving hole 9 for receiving the vertical anchoring bar 7 is formed in a ground cover 4 provided on the side part of a floor slab 3. A bump-like mechanical anchoring-type anchoring tool is provided on the tip end of the vertical anchoring bar 7. The precast wall balustrade member 2 is installed so that the receiving hole 9 is filled with a filler 10, followed by receiving the vertical anchoring bar 7 in the receiving hole 9.SELECTED DRAWING: Figure 2
【課題】施工現場での労力を削減し、かつ工期を短縮し、更に接合に関与する部材の連結を担保できるプレキャスト壁高欄の取付構造及び取付方法を提供する。【解決手段】プレキャスト壁高欄部材２のコンクリート部分から下方に縦方向定着筋７が突出している。床版３の側部に設けられた地覆４には、縦方向定着筋７を受容する受容孔９が形成されている。縦方向定着筋７の先端部には、こぶ状の機械式定着の定着具が設けられている。受容孔９に充填材１０を充填した後に、縦方向定着筋７が受容孔９に受容されるように、プレキャスト壁高欄部材２が設置される。【選択図】図２
MOUNTING STRUCTURE OF PRECAST WALL BALUSTRADE AND MOUNTING METHOD THEREOF
プレキャスト壁高欄の取付構造及び取付方法
FUJIOKA TAISUKE (author) / UCHIBORI HIROYUKI (author) / SANKA TAKASHI (author)
2018-09-13
Patent
Electronic Resource
Japanese
IPC:
E01D
BRIDGES
,
Brücken
PRECAST WALL BALUSTRADE JOINING STRUCTURE AND PRECAST WALL BALUSTRADE JOINING METHOD
| European Patent Office | 2018