箱涵工程模板与支架专项施工方案-

目 录一、工程概况············································································································2二、编制依据············································································································3三、施工计划············································································································3四、施工工艺技术····································································································4五、施工安全保证措施···························································································13六、劳动力计划·······································································································25七、计算书···············································································································25一、工程概况1、本工程属于大泥窝河工程中的一个过水箱涵（沙文生态科技产业园麦架河截污、防洪及景观整治工程的一部分 ，位于麦架河治理河段中部，属于麦架河左岸一级支流,与麦架河为界，由麦苏东路顺接上游大泥窝河，下游汇入麦架河），桩号 K1+293-K1+302.06，全长 9。06 米，净跨 10 米，净高 3。5 米。底板与顶板为 100cm 厚的 C40 钢筋混凝土，顶板两侧下底倒角 120cm*40cm，墙身为 90cm 厚的 C40 钢筋混凝土，垫层为20cm 厚的 C15 ...