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ri ben yu wan zu he liang qiao she ji shi gong zhi nan
Pages: 66-74
Year: Issue:  2
Journal: World Bridges

Keyword:  混凝土浇注面板混凝土应力计算预弯加载抗压强度混凝土配合比施工过程预弯组合梁混凝土徐变释放预弯力;
Abstract: <正> 5—1 预弯加载(1)进行预弯加载时,必须沿梁轴方向至少在跨中截面、预弯荷载作用点(2个)、及支座附近截面(2个)五个位置处设置固定钢梁翼板的支撑装置,用以增加梁的横向刚度。
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