A platform for research: civil engineering, architecture and urbanism
FLOOR STRUCTURE AND FLOOR CONSTRUCTION METHOD
PROBLEM TO BE SOLVED: To provide a floor structure enhanced in performance such as vibration damping.SOLUTION: A floor structure 10 includes a floor beam 14, elastic members 31-34, and a floor panel 40. The floor panel 40 includes a first floor panel 41, a second floor panel 42 having a weight of one half of the first floor panel 41, a third floor panel 43 having a weight of one fourth of the weight of the first floor panel 41, and a fourth floor panel 44 weighing one eighth of the weight of the floor panel 41. The elastic members 31-34 are a first elastic member 31 on which the first floor panel 41 is mounted, a second elastic member 32 on which the second floor panel 42 is mounted, a third elastic member 33 on which the third floor panel 43 is mounted, and a fourth elastic member 34 on which the fourth floor panel 44 is mounted. The hardness of the second elastic member 32 is one second of the hardness of the first elastic member 31, the hardness of the third elastic member 33 is one fourth of the hardness of the first elastic member 31, the hardness of the fourth elastic member 34 is one eighth of the hardness of the first elastic member 31.SELECTED DRAWING: Figure 2
【課題】振動減衰等性能を高めた床構造物を提供する。【解決手段】床構造物10は、床梁14、弾性部材31〜34、及び床パネル40を備える。床パネル40は、第1床パネル41と、第1床パネル41の半分の重量の第2床パネル42と、第1床パネル41の1/4の重量の第3床パネル43と、第1床パネル41の1/8の重量の第4床パネル44とを有する。弾性部材31〜34は、第1床パネル41が載置される第1弾性部材31と、第2床パネル42が載置される第2弾性部材32と、第3床パネル43が載置される第3弾性部材33と、第4床パネル44が載置される第4弾性部材34とである。第2弾性部材32の硬度は、第1弾性部材31の硬度の1/2であり、第3弾性部材33の硬度は、第1弾性部材31の硬度の1/4であり、第4弾性部材34の硬度は、第1弾性部材31の硬度の1/8である。【選択図】図2
FLOOR STRUCTURE AND FLOOR CONSTRUCTION METHOD
PROBLEM TO BE SOLVED: To provide a floor structure enhanced in performance such as vibration damping.SOLUTION: A floor structure 10 includes a floor beam 14, elastic members 31-34, and a floor panel 40. The floor panel 40 includes a first floor panel 41, a second floor panel 42 having a weight of one half of the first floor panel 41, a third floor panel 43 having a weight of one fourth of the weight of the first floor panel 41, and a fourth floor panel 44 weighing one eighth of the weight of the floor panel 41. The elastic members 31-34 are a first elastic member 31 on which the first floor panel 41 is mounted, a second elastic member 32 on which the second floor panel 42 is mounted, a third elastic member 33 on which the third floor panel 43 is mounted, and a fourth elastic member 34 on which the fourth floor panel 44 is mounted. The hardness of the second elastic member 32 is one second of the hardness of the first elastic member 31, the hardness of the third elastic member 33 is one fourth of the hardness of the first elastic member 31, the hardness of the fourth elastic member 34 is one eighth of the hardness of the first elastic member 31.SELECTED DRAWING: Figure 2
【課題】振動減衰等性能を高めた床構造物を提供する。【解決手段】床構造物10は、床梁14、弾性部材31〜34、及び床パネル40を備える。床パネル40は、第1床パネル41と、第1床パネル41の半分の重量の第2床パネル42と、第1床パネル41の1/4の重量の第3床パネル43と、第1床パネル41の1/8の重量の第4床パネル44とを有する。弾性部材31〜34は、第1床パネル41が載置される第1弾性部材31と、第2床パネル42が載置される第2弾性部材32と、第3床パネル43が載置される第3弾性部材33と、第4床パネル44が載置される第4弾性部材34とである。第2弾性部材32の硬度は、第1弾性部材31の硬度の1/2であり、第3弾性部材33の硬度は、第1弾性部材31の硬度の1/4であり、第4弾性部材34の硬度は、第1弾性部材31の硬度の1/8である。【選択図】図2
FLOOR STRUCTURE AND FLOOR CONSTRUCTION METHOD
床構造物及び床施工方法
NAGAMATSU HIDEO (author) / TAJIMA HIROKI (author) / ASANO SHOTA (author)
2018-11-22
Patent
Electronic Resource
Japanese
European Patent Office | 2020
|FLOOR PANEL, FLOOR STRUCTURE, FLOOR STRUCTURE CONSTRUCTION METHOD AND FLOOR STRUCTURE REUSE METHOD
European Patent Office | 2018
|