A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
BUILDING FLOOR STRUCTURE
To manufacture a double beam by connecting beam members on-site for an apartment house to which an inverted beam sleeper floor structure is applied, by setting the positions of through holes in advance so that the double beam can be used on either the left or right end without considering both ends.SOLUTION: When at least a part of the sleepers of the inverted beam sleeper floor structure is composed of a double beam, and when through holes 50 through which the connecting members pass are formed at a predetermined pitch in a first direction in the two beam members 51 with length L that compose the double beam respectively, the number N of the through holes 50 (N is an integer value of 2 or more) is defined by formula (1). In addition, the pitch L1 of the through holes 50 from the end of the beam member 51 in the first direction to the first one is defined by formula (2). N=L÷100-1 (decimals are rounded down) (1) and L1=(L-100×N)÷2<100 (2).SELECTED DRAWING: Figure 8
【課題】逆梁大引床構造が適用される集合住宅の現地でビーム部材を連結してダブルビームを製作するにあたり、左右両端を気にせずどちらでも使用できるように予め貫通孔の位置を設定して、ダブルビームの製作を行うこと。【解決手段】逆梁大引床構造の大引の少なくとも一部がダブルビームにより構成される場合において、当該ダブルビームを構成する２本の長さＬのビーム部材５１の夫々において、第１方向に対して所定ピッチ毎に、連結部材が貫通する貫通孔５０が形成される際に、当該貫通孔５０の個数Ｎ個（Ｎは２以上の整数値）は式（１）で規定される。また、貫通孔５０の、第１方向のビーム部材５１の端部から１つ目までのピッチＬ１は式（２）により規定される。Ｎ＝Ｌ÷１００―１（小数点は切り捨て）・・・（１）Ｌ１＝（Ｌ―１００×Ｎ）÷２＜１００・・・（２）【選択図】図８
BUILDING FLOOR STRUCTURE
To manufacture a double beam by connecting beam members on-site for an apartment house to which an inverted beam sleeper floor structure is applied, by setting the positions of through holes in advance so that the double beam can be used on either the left or right end without considering both ends.SOLUTION: When at least a part of the sleepers of the inverted beam sleeper floor structure is composed of a double beam, and when through holes 50 through which the connecting members pass are formed at a predetermined pitch in a first direction in the two beam members 51 with length L that compose the double beam respectively, the number N of the through holes 50 (N is an integer value of 2 or more) is defined by formula (1). In addition, the pitch L1 of the through holes 50 from the end of the beam member 51 in the first direction to the first one is defined by formula (2). N=L÷100-1 (decimals are rounded down) (1) and L1=(L-100×N)÷2<100 (2).SELECTED DRAWING: Figure 8
【課題】逆梁大引床構造が適用される集合住宅の現地でビーム部材を連結してダブルビームを製作するにあたり、左右両端を気にせずどちらでも使用できるように予め貫通孔の位置を設定して、ダブルビームの製作を行うこと。【解決手段】逆梁大引床構造の大引の少なくとも一部がダブルビームにより構成される場合において、当該ダブルビームを構成する２本の長さＬのビーム部材５１の夫々において、第１方向に対して所定ピッチ毎に、連結部材が貫通する貫通孔５０が形成される際に、当該貫通孔５０の個数Ｎ個（Ｎは２以上の整数値）は式（１）で規定される。また、貫通孔５０の、第１方向のビーム部材５１の端部から１つ目までのピッチＬ１は式（２）により規定される。Ｎ＝Ｌ÷１００―１（小数点は切り捨て）・・・（１）Ｌ１＝（Ｌ―１００×Ｎ）÷２＜１００・・・（２）【選択図】図８
BUILDING FLOOR STRUCTURE
建物の床構造
MAEDA HIROYUKI (author) / KAWAGUCHI TAKAYUKI (author) / HATTA TETSUYA (author)
2024-10-15
Patent
Electronic Resource
Japanese
IPC:
E04F
FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
,
Ausbau von Bauwerken, z.B. Treppen, Fußböden