運河西路梁溪河大橋施工組織設(shè)計.doc

運河西路北起吳橋，南至下甸橋，在梁溪河入京杭大運河口處需建梁溪河橋。梁溪河橋整體呈西北——東南走向，與梁溪河呈斜交狀，夾角約50度，河寬約158.0米；西北側(cè)主要為湖濱碼頭及油庫，分布少量建筑，地勢較平坦，東南主要為堆砂場及建筑垃圾，地勢稍有起伏。
運河西路梁溪河大橋是運河西路跨越梁溪河的一座橋梁。梁溪河大橋按連續(xù)梁方案實施，橋梁跨徑布置為3x25+60+90+60+3x25米，橋梁計入橋臺后總長為363.6米，橋梁寬度30.5米，橋梁建筑面積11089.8平方米。
Wuqiao Canal Road north, south Austin under the bridge, the River in the Grand Canal into the mouth need to build Liangxi River bridge. Liangxi River Bridge as a whole showed a northwest - southeast direction, and beam skew River was like, angle of about 50 degrees, the river width of 158.0 m; northwest side of the main terminal and depot for the lake and distribution of a small building, the terrain relatively flat, mainly southeast heap Sunaba and construction waste, slightly undulating terrain.
Canal River in West Canal Road Bridge is a bridge across the River Beam. Beam River Bridge implementation of the program according to the continuous beam, bridge span arrangement for the 3x25 +60 +90 +60 +3 x25 meters after the bridge abutment included a total length of 363.6 meters, width of 30.5 m bridge, the bridge construction area of 11089.8 square meters.

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