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CONNECTION STRUCTURE AND CONNECTION METHOD FOR PRECAST CONCRETE MEMBER
PROBLEM TO BE SOLVED: To provide a connection structure for a precast concrete member that prevents rainwater infiltration into an indoor space for certain.SOLUTION: A connection structure 1 for a precast concrete member connects a precast concrete wall member 30 on a second floor to an outer edge part 3 of a concrete floor surface 2 on the second floor. With the connection structure 1 for a precast concrete member, an inclined surface 4 inclined downward toward an outdoor side is formed at the outer edge part 3 of the floor surface 2 on the second floor, and a mortar layer 42 is formed between the outer edge part 3 of the floor surface 2 on the second floor and an undersurface of the wall member 30 on the second floor. Silicate 41 is applied on the outer edge part 3 of the floor surface 2 on the second floor and the undersurface of the wall member 30 on the second floor.SELECTED DRAWING: Figure 2
【課題】雨水が屋内に浸入するのを防止できる、プレキャストコンクリート部材の接合構造を提供すること。【解決手段】プレキャストコンクリート部材の接合構造1は、コンクリート造の2階床面2の外端部3にプレキャストコンクリート造の2階壁部材30を接合するものである。プレキャストコンクリート部材の接合構造1では、2階床面2の外端部3には、屋外側に向うに従って下がる傾斜面4が形成され、2階床面2の外端部3と2階壁部材30の下面との間には、モルタル層42が形成される。2階床面2の外端部3および2階壁部材30の下面には、ケイ酸塩41が塗布される。【選択図】図2
CONNECTION STRUCTURE AND CONNECTION METHOD FOR PRECAST CONCRETE MEMBER
PROBLEM TO BE SOLVED: To provide a connection structure for a precast concrete member that prevents rainwater infiltration into an indoor space for certain.SOLUTION: A connection structure 1 for a precast concrete member connects a precast concrete wall member 30 on a second floor to an outer edge part 3 of a concrete floor surface 2 on the second floor. With the connection structure 1 for a precast concrete member, an inclined surface 4 inclined downward toward an outdoor side is formed at the outer edge part 3 of the floor surface 2 on the second floor, and a mortar layer 42 is formed between the outer edge part 3 of the floor surface 2 on the second floor and an undersurface of the wall member 30 on the second floor. Silicate 41 is applied on the outer edge part 3 of the floor surface 2 on the second floor and the undersurface of the wall member 30 on the second floor.SELECTED DRAWING: Figure 2
【課題】雨水が屋内に浸入するのを防止できる、プレキャストコンクリート部材の接合構造を提供すること。【解決手段】プレキャストコンクリート部材の接合構造1は、コンクリート造の2階床面2の外端部3にプレキャストコンクリート造の2階壁部材30を接合するものである。プレキャストコンクリート部材の接合構造1では、2階床面2の外端部3には、屋外側に向うに従って下がる傾斜面4が形成され、2階床面2の外端部3と2階壁部材30の下面との間には、モルタル層42が形成される。2階床面2の外端部3および2階壁部材30の下面には、ケイ酸塩41が塗布される。【選択図】図2
CONNECTION STRUCTURE AND CONNECTION METHOD FOR PRECAST CONCRETE MEMBER
プレキャストコンクリート部材の接合構造および接合方法
NIWA KAZUTO (author) / HIRAMATSU MICHIAKI (author) / KATO TAKASHI (author) / TAKEDA YOSHINOBU (author) / YANAGISAWA YOSHIO (author) / OCHI TAISUKE (author)
2016-08-22
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
PRECAST CONCRETE MEMBER, AND CONNECTION STRUCTURE FOR PRECAST CONCRETE MEMBER
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