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A platform for research: civil engineering, architecture and urbanism
JOINING STRUCTURE FOR PRECAST CONCRETE MEMBERS
To enable easily joining precast concrete members together in a short time while enlarging the precast concrete members to a limit of transportation limitations.SOLUTION: A shear force transmission member 2 capable of transmitting shear force between precast concrete members 10 and a joint member 7 for connecting and joining the precast concrete members 10 in a crossing direction which crosses a direction of the shear force, are provided. A pair of concave parts 10A for fitting the shear force transmission members is provided on a joint surface of each precast concrete member 10 so as to face each other, and the precast concrete members 10 are provided with insertion holes 10B to be communicated with the concave parts 10A. The shear force transmission member 2 is provided with an insertion part 2A to be communicated with the insertion hole 10B through penetrating the shear force transmission member 2, and the joint member 7 spans the precast concrete members 10 to be joined with, in a state passing through the insertion hole 10B and the insertion part 2A.SELECTED DRAWING: Figure 5
【課題】プレキャストコンクリート部材を搬送制限の限界まで大きくしながら、プレキャストコンクリート部材同士の接合を短時間で容易に行えるようにする。【解決手段】プレキャストコンクリート部材１０間でのせん断力の伝達を可能にするせん断力伝達部材２と、せん断力の方向と交差する交差方向でプレキャストコンクリート部材１０を連接接合する接合部材７とが備えられ、各プレキャストコンクリート部材１０の接合面には、せん断力伝達部材嵌合用の一対の凹部１０Ａが対向する配置で備えられ、プレキャストコンクリート部材１０には凹部１０Ａに連通される挿通孔１０Ｂが備えられ、せん断力伝達部材２には、せん断力伝達部材２を貫通して挿通孔１０Ｂに連通される挿通部２Ａが備えられ、接合部材７は、挿通孔１０Ｂと挿通部２Ａとを通る状態で、接合するプレキャストコンクリート部材１０にわたっている。【選択図】図５
JOINING STRUCTURE FOR PRECAST CONCRETE MEMBERS
To enable easily joining precast concrete members together in a short time while enlarging the precast concrete members to a limit of transportation limitations.SOLUTION: A shear force transmission member 2 capable of transmitting shear force between precast concrete members 10 and a joint member 7 for connecting and joining the precast concrete members 10 in a crossing direction which crosses a direction of the shear force, are provided. A pair of concave parts 10A for fitting the shear force transmission members is provided on a joint surface of each precast concrete member 10 so as to face each other, and the precast concrete members 10 are provided with insertion holes 10B to be communicated with the concave parts 10A. The shear force transmission member 2 is provided with an insertion part 2A to be communicated with the insertion hole 10B through penetrating the shear force transmission member 2, and the joint member 7 spans the precast concrete members 10 to be joined with, in a state passing through the insertion hole 10B and the insertion part 2A.SELECTED DRAWING: Figure 5
【課題】プレキャストコンクリート部材を搬送制限の限界まで大きくしながら、プレキャストコンクリート部材同士の接合を短時間で容易に行えるようにする。【解決手段】プレキャストコンクリート部材１０間でのせん断力の伝達を可能にするせん断力伝達部材２と、せん断力の方向と交差する交差方向でプレキャストコンクリート部材１０を連接接合する接合部材７とが備えられ、各プレキャストコンクリート部材１０の接合面には、せん断力伝達部材嵌合用の一対の凹部１０Ａが対向する配置で備えられ、プレキャストコンクリート部材１０には凹部１０Ａに連通される挿通孔１０Ｂが備えられ、せん断力伝達部材２には、せん断力伝達部材２を貫通して挿通孔１０Ｂに連通される挿通部２Ａが備えられ、接合部材７は、挿通孔１０Ｂと挿通部２Ａとを通る状態で、接合するプレキャストコンクリート部材１０にわたっている。【選択図】図５
JOINING STRUCTURE FOR PRECAST CONCRETE MEMBERS
プレキャストコンクリート部材の接合構造
MASUI TETSUYA (author) / TOKUNAGA ITARU (author)
2022-10-17
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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