A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
CONSTRUCTION METHOD OF PILLAR/BEAM USING PRECAST CONCRETE PILLAR
PROBLEM TO BE SOLVED: To provide a construction method of a pillar/beam frame using a precast concrete pillar, the method enabling reliable filling of concrete, facilitating execution, and being able to reduce construction cost.SOLUTION: A precast concrete pillar 3 has an inner space 3c where an upper end 3b is opened. A press-fitting opening for bringing the inner space 3c into communication with the outside is provided in the lower end neighborhood of the inner space 3c of a side 3g of the precast concrete pillar 3. A pillar/beam joining member 4 includes an outer shell 21 having an inner space 22 where the upper end and the lower end are opened, and a connection member 20 for joining a beam 5 horizontally connected to the outer shell 21 and projected to the outside of the outer shell 21. The pillar/beam joining member 4 is installed on the precast concrete pillar 3 so that the precast concrete pillar 3 may be set up, and the inner spaces 3c, 22 of both sides of the precast concrete pillar 3 and the pillar/beam joining member 4 may be brought into communication with each other, and concrete 42 is press-fitted from the press-fitting opening of the precast concrete pillar 3.SELECTED DRAWING: Figure 6
【課題】コンクリートの確実な充填が可能で、施工が容易であり、施工コストを低減可能な、プレキャストコンクリート柱を用いた柱梁架構の施工方法を提供する。【解決手段】プレキャストコンクリート柱３は、上端３ｂが開口する内部空間３ｃを有しており、プレキャストコンクリート柱３の側面３ｇの、内部空間３ｃの下端近傍には、内部空間３ｃを外部と連通させる圧入用開口が設けられており、柱梁接合部材４は、上端及び下端が開口する内部空間２２を有する外殻体２１と、外殻体２１に水平方向に接続されて外殻体２１の外方に突出する梁５接合用の仕口部材２０を備えており、プレキャストコンクリート柱３を立設すること、プレキャストコンクリート柱３と柱梁接合部材４の双方の内部空間３ｃ、２２が連通するように、プレキャストコンクリート柱３の上に柱梁接合部材４を設置し、プレキャストコンクリート柱３の圧入用開口からコンクリート４２を圧入する。【選択図】図６
CONSTRUCTION METHOD OF PILLAR/BEAM USING PRECAST CONCRETE PILLAR
PROBLEM TO BE SOLVED: To provide a construction method of a pillar/beam frame using a precast concrete pillar, the method enabling reliable filling of concrete, facilitating execution, and being able to reduce construction cost.SOLUTION: A precast concrete pillar 3 has an inner space 3c where an upper end 3b is opened. A press-fitting opening for bringing the inner space 3c into communication with the outside is provided in the lower end neighborhood of the inner space 3c of a side 3g of the precast concrete pillar 3. A pillar/beam joining member 4 includes an outer shell 21 having an inner space 22 where the upper end and the lower end are opened, and a connection member 20 for joining a beam 5 horizontally connected to the outer shell 21 and projected to the outside of the outer shell 21. The pillar/beam joining member 4 is installed on the precast concrete pillar 3 so that the precast concrete pillar 3 may be set up, and the inner spaces 3c, 22 of both sides of the precast concrete pillar 3 and the pillar/beam joining member 4 may be brought into communication with each other, and concrete 42 is press-fitted from the press-fitting opening of the precast concrete pillar 3.SELECTED DRAWING: Figure 6
【課題】コンクリートの確実な充填が可能で、施工が容易であり、施工コストを低減可能な、プレキャストコンクリート柱を用いた柱梁架構の施工方法を提供する。【解決手段】プレキャストコンクリート柱３は、上端３ｂが開口する内部空間３ｃを有しており、プレキャストコンクリート柱３の側面３ｇの、内部空間３ｃの下端近傍には、内部空間３ｃを外部と連通させる圧入用開口が設けられており、柱梁接合部材４は、上端及び下端が開口する内部空間２２を有する外殻体２１と、外殻体２１に水平方向に接続されて外殻体２１の外方に突出する梁５接合用の仕口部材２０を備えており、プレキャストコンクリート柱３を立設すること、プレキャストコンクリート柱３と柱梁接合部材４の双方の内部空間３ｃ、２２が連通するように、プレキャストコンクリート柱３の上に柱梁接合部材４を設置し、プレキャストコンクリート柱３の圧入用開口からコンクリート４２を圧入する。【選択図】図６
CONSTRUCTION METHOD OF PILLAR/BEAM USING PRECAST CONCRETE PILLAR
プレキャストコンクリート柱を用いた柱梁架構の施工方法
KITAMURA KIMINAO (author) / NOGUCHI YUSUKE (author)
2017-06-22
Patent
Electronic Resource
Japanese
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