現(xiàn)設(shè)計(jì)橋型為裝配式實(shí)心板，橋梁軸線總體走向方位角約220°度，呈直線展布。橋總長(zhǎng)為13.540米,橋面設(shè)計(jì)標(biāo)高為197.253米。橋梁起點(diǎn)樁號(hào)為K14+983.23,終點(diǎn)樁號(hào)為K14+996.77,中心樁號(hào)為K14+990，橋型組成為1-6米，上部結(jié)構(gòu)采用裝配式鋼筋混凝土實(shí)心板；下部結(jié)構(gòu)采用輕型橋臺(tái)、擴(kuò)大明挖基礎(chǔ)。橋平面處于R=650米的圓曲線段，縱斷面位于¡=3.3%的直線坡內(nèi)。
目錄
一、工程概括 ·························第2頁(yè)
二、編制說(shuō)明··························第 2頁(yè)
三、施工計(jì)劃 ·························第 4頁(yè)
四、施工部署··························第6頁(yè)
五、臨時(shí)工程··························第7頁(yè)
六、主要施工方案及施工方法···················第8頁(yè)
七、雨季施工措施························第21頁(yè)
八、高溫天氣施工措施 ····················· 第22頁(yè)
九、質(zhì)量保證體系及保證質(zhì)量技術(shù)措施· ············· 第22頁(yè)
十、環(huán)境保護(hù)及文明施工措施·················· 第28頁(yè)
