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A platform for research: civil engineering, architecture and urbanism
To provide a joining method capable of joining precast concrete members easier than a joint reinforcement used for joining of the precast concrete members.SOLUTION: A joining method of precast concrete members includes the steps of: forming grooves 6, 6 that open respectively on the joint side and one side on precast concrete members 1, 2 to be joined with each other; arranging a plate-like joining member 10 in the groove 6 of one precast concrete member 1 and in the groove 6 of the other precast concrete member 2; forming the thickness of both ends 10a, 10a in the arrangement direction of the joining member 10 straddling the grooves 6, 6 of both precast concrete members 1, 2 to be thicker than the thickness of the central part 10b in the arrangement direction; filling the groove 6 and in the joint 12 with an adhesive 15 and curing the same; and attaching the joining member 10 to the precast concrete members 1, 2 via the adhesive 15 to join the precast concrete members 1, 2 to each other.SELECTED DRAWING: Figure 2
【課題】のプレキャストコンクリート部材の接合に用いる接合筋よりも容易にプレキャストコンクリート部材同士を接合できる接合方法を提供する。【解決手段】相互に接合されるプレキャストコンクリート部材１，２に、夫々の接合部側、及び一方の面側が開口する溝６，６を形成し、板状の接合部材１０を、一方のプレキャストコンクリート部材１の溝６内と、他方のプレキャストコンクリート部材２の溝６内に亘って配設し、接合部材１０における両プレキャストコンクリート部材1，２の溝６，６に跨る配設方向の両端部１０ａ，１０ａの厚みを、配設方向の中央部１０ｂの厚みより厚くなるように形成し、溝６内及び目地１２内に接着材１５を充填し、これを硬化させて、接着材１５により、接合部材１０をプレキャストコンクリート部材１，２に付着させて両プレキャストコンクリート部材１，２相互を接合する。【選択図】 図２
To provide a joining method capable of joining precast concrete members easier than a joint reinforcement used for joining of the precast concrete members.SOLUTION: A joining method of precast concrete members includes the steps of: forming grooves 6, 6 that open respectively on the joint side and one side on precast concrete members 1, 2 to be joined with each other; arranging a plate-like joining member 10 in the groove 6 of one precast concrete member 1 and in the groove 6 of the other precast concrete member 2; forming the thickness of both ends 10a, 10a in the arrangement direction of the joining member 10 straddling the grooves 6, 6 of both precast concrete members 1, 2 to be thicker than the thickness of the central part 10b in the arrangement direction; filling the groove 6 and in the joint 12 with an adhesive 15 and curing the same; and attaching the joining member 10 to the precast concrete members 1, 2 via the adhesive 15 to join the precast concrete members 1, 2 to each other.SELECTED DRAWING: Figure 2
【課題】のプレキャストコンクリート部材の接合に用いる接合筋よりも容易にプレキャストコンクリート部材同士を接合できる接合方法を提供する。【解決手段】相互に接合されるプレキャストコンクリート部材１，２に、夫々の接合部側、及び一方の面側が開口する溝６，６を形成し、板状の接合部材１０を、一方のプレキャストコンクリート部材１の溝６内と、他方のプレキャストコンクリート部材２の溝６内に亘って配設し、接合部材１０における両プレキャストコンクリート部材1，２の溝６，６に跨る配設方向の両端部１０ａ，１０ａの厚みを、配設方向の中央部１０ｂの厚みより厚くなるように形成し、溝６内及び目地１２内に接着材１５を充填し、これを硬化させて、接着材１５により、接合部材１０をプレキャストコンクリート部材１，２に付着させて両プレキャストコンクリート部材１，２相互を接合する。【選択図】 図２
JOINING METHOD OF PRECAST CONCRETE MEMBERS
プレキャストコンクリート部材の接合方法
ITO TAKAAKI (author)
2023-05-16
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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