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CONCRETE MEMBER, JOINT, AND METHOD FOR CONNECTING CONCRETE MEMBER

HINO SHINICHI / TSUTSUMI TADAHIKO / SATO YUJI / KAWABE SHUSAKU / MASAKI MAMORU / HATAKEYAMA SHIGETADA

To provide a concrete member that can achieve weight saving by reducing thickness without changing the specifications of a joint.SOLUTION: A loop-shaped joint 20 is inclined with respect to a plane part 14 of a floor slab body 11 in lateral view by shifting an anchorage start point Zof a plane side straight part 22 and an anchorage start point Zof a bottom side straight part 23 toward the longitudinal direction of a side part 12 with respect to the floor slab body 11.SELECTED DRAWING: Figure 4

【課題】継手の仕様を変更せずに厚みを薄くすることで軽量化を実現することができるコンクリート部材を提供する。【解決手段】ループ状の継手２０は、床版本体１１に対する平面側直線部２２の定着起点部Ｚ２２と底面側直線部２３の定着起点部Ｚ２３とが、側部１２の長手方向に向けてずれていることで、側方から視して、継手２０が床版本体１１の平面部１４に対して傾斜している。【選択図】図４

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CONCRETE MEMBER, JOINT, AND METHOD FOR CONNECTING CONCRETE MEMBER

HINO SHINICHI / TSUTSUMI TADAHIKO / SATO YUJI / KAWABE SHUSAKU / MASAKI MAMORU / HATAKEYAMA SHIGETADA

To provide a concrete member that can achieve weight saving by reducing thickness without changing the specifications of a joint.SOLUTION: A loop-shaped joint 20 is inclined with respect to a plane part 14 of a floor slab body 11 in lateral view by shifting an anchorage start point Zof a plane side straight part 22 and an anchorage start point Zof a bottom side straight part 23 toward the longitudinal direction of a side part 12 with respect to the floor slab body 11.SELECTED DRAWING: Figure 4

【課題】継手の仕様を変更せずに厚みを薄くすることで軽量化を実現することができるコンクリート部材を提供する。【解決手段】ループ状の継手２０は、床版本体１１に対する平面側直線部２２の定着起点部Ｚ２２と底面側直線部２３の定着起点部Ｚ２３とが、側部１２の長手方向に向けてずれていることで、側方から視して、継手２０が床版本体１１の平面部１４に対して傾斜している。【選択図】図４

CONCRETE MEMBER, JOINT, AND METHOD FOR CONNECTING CONCRETE MEMBER

HINO SHINICHI / TSUTSUMI TADAHIKO / SATO YUJI / KAWABE SHUSAKU / MASAKI MAMORU / HATAKEYAMA SHIGETADA

To provide a concrete member that can achieve weight saving by reducing thickness without changing the specifications of a joint.SOLUTION: A loop-shaped joint 20 is inclined with respect to a plane part 14 of a floor slab body 11 in lateral view by shifting an anchorage start point Zof a plane side straight part 22 and an anchorage start point Zof a bottom side straight part 23 toward the longitudinal direction of a side part 12 with respect to the floor slab body 11.SELECTED DRAWING: Figure 4

【課題】継手の仕様を変更せずに厚みを薄くすることで軽量化を実現することができるコンクリート部材を提供する。【解決手段】ループ状の継手２０は、床版本体１１に対する平面側直線部２２の定着起点部Ｚ２２と底面側直線部２３の定着起点部Ｚ２３とが、側部１２の長手方向に向けてずれていることで、側方から視して、継手２０が床版本体１１の平面部１４に対して傾斜している。【選択図】図４

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Titel:

CONCRETE MEMBER, JOINT, AND METHOD FOR CONNECTING CONCRETE MEMBER

Weitere Titelangaben:

コンクリート部材、継手およびコンクリート部材接続方法

Beteiligte:

HINO SHINICHI (Autor:in) / TSUTSUMI TADAHIKO (Autor:in) / SATO YUJI (Autor:in) / KAWABE SHUSAKU (Autor:in) / MASAKI MAMORU (Autor:in) / HATAKEYAMA SHIGETADA (Autor:in)

Erscheinungsdatum:

01.08.2019

Medientyp:

Patent

Format:

Elektronische Ressource

Sprache:

Japanisch

Klassifikation:

IPC: E01D BRIDGES , Brücken / E04B Allgemeine Baukonstruktionen , GENERAL BUILDING CONSTRUCTIONS

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