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A platform for research: civil engineering, architecture and urbanism
LARGE SPAN ARCH STIFFENING ASYMMETRIC SECTION CONTINUOUS BEAM CONSTRUCTION METHOD
To provide a construction method to reduce load unbalance in a large span arch stiffening asymmetric section continuous beam construction method.SOLUTION: A method includes a process (S1) of realizing arch stiffening continuous beam bend momentum balance by designing a weight arrangement load with a scheduled method, and a process (S2) of completing construction of large span arch stiffening continuous beam unbalanced weight arrangement with a scheduled method. Under conditions for a large span asymmetric section load, a mobile work, and protection construction, occurrence of an unbalanced momentum in one side can be avoided with balance weight arrangement and counter weight arrangement in segment division, thereby preventing occurrence of large deviation from linearity of a main beam while construction. Load unbalanced continuous beam installation in cantilever erection adopts a "Symmetric installation + Segment division load" construction execution method. The issue of occurrence of load unbalance due to design or construction of an arch stiffening continuous beam can be resolved.SELECTED DRAWING: Figure 1
【課題】大スパンアーチ補剛不対称断面連続梁施工法における荷重不均衡を少なくする施工方法を提供する。【解決手段】予定方法によって重量配置バランス荷重を設計し、アーチ補剛連続梁マゲモーメントバランスを実現する工程（Ｓ１）と、予定計画によって大スパンアーチ補剛連続梁不平衡重量配置の施工を完成する工程（Ｓ２）と、を含む。大スパン不対称断面荷重および移動作業、防護施工条件下では、セグメント分割でバランス重量配置およびカウンター重量配置によって、一方側で大きな不平衡モーメントが発生することを回避でき、施工過程中における主梁の線型性の大きな偏差が発生することを防止できる。カンチレバー架設の荷重不平衡連続梁打設は、「対称的打設＋セグメント分割荷重」施工法を採用している。アーチ補剛連続梁における設計または施工による荷重不平衡発生問題を解決できる。【選択図】図１
LARGE SPAN ARCH STIFFENING ASYMMETRIC SECTION CONTINUOUS BEAM CONSTRUCTION METHOD
To provide a construction method to reduce load unbalance in a large span arch stiffening asymmetric section continuous beam construction method.SOLUTION: A method includes a process (S1) of realizing arch stiffening continuous beam bend momentum balance by designing a weight arrangement load with a scheduled method, and a process (S2) of completing construction of large span arch stiffening continuous beam unbalanced weight arrangement with a scheduled method. Under conditions for a large span asymmetric section load, a mobile work, and protection construction, occurrence of an unbalanced momentum in one side can be avoided with balance weight arrangement and counter weight arrangement in segment division, thereby preventing occurrence of large deviation from linearity of a main beam while construction. Load unbalanced continuous beam installation in cantilever erection adopts a "Symmetric installation + Segment division load" construction execution method. The issue of occurrence of load unbalance due to design or construction of an arch stiffening continuous beam can be resolved.SELECTED DRAWING: Figure 1
【課題】大スパンアーチ補剛不対称断面連続梁施工法における荷重不均衡を少なくする施工方法を提供する。【解決手段】予定方法によって重量配置バランス荷重を設計し、アーチ補剛連続梁マゲモーメントバランスを実現する工程（Ｓ１）と、予定計画によって大スパンアーチ補剛連続梁不平衡重量配置の施工を完成する工程（Ｓ２）と、を含む。大スパン不対称断面荷重および移動作業、防護施工条件下では、セグメント分割でバランス重量配置およびカウンター重量配置によって、一方側で大きな不平衡モーメントが発生することを回避でき、施工過程中における主梁の線型性の大きな偏差が発生することを防止できる。カンチレバー架設の荷重不平衡連続梁打設は、「対称的打設＋セグメント分割荷重」施工法を採用している。アーチ補剛連続梁における設計または施工による荷重不平衡発生問題を解決できる。【選択図】図１
LARGE SPAN ARCH STIFFENING ASYMMETRIC SECTION CONTINUOUS BEAM CONSTRUCTION METHOD
大スパンアーチ補剛不対称断面連続梁施工法
LIU WENSHENG (author) / LI FENGCHENG (author) / FENG CHAO (author) / LIANG PENG (author) / SHANG YAXIN (author) / SU LI (author) / MIN KUN (author) / XIE LEI (author) / CHEN YUNMING (author)
2022-06-16
Patent
Electronic Resource
Japanese
IPC:
E01D
BRIDGES
,
Brücken
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