高樓公路橋單位工程施工總結報告.doc
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§1 工 程 概 況
高樓公路橋，設在高樓渡槽首部，位于高樓渡槽０#線至１#線之間，架立于高樓渡槽１#槽身之上，是高樓渡槽為解決省道57線（青岱線）跨越槽身而設置的一個小型附屬橋梁工程。高樓公路橋按汽--20、掛—100，橋面凈寬8.60Ｍ設計。橋寬為9M，橋長為12M，采用裝配式鋼筋砼空心橋面板，兩側設鋼筋混凝土防撞欄桿，橋面頂高程為22.068M，與原公路以5%縱坡相連接，橋兩側填筑路面每邊各長50M，寬9M，靠高樓鄉(xiāng)政府側路面澆20CM厚250#砼，靠大京鎮(zhèn)側路面鋪18CM厚熱瀝青拌碎石。橋臺采用鉆孔樁雙柱式鋼筋砼結構，樁徑D=1.0M，樁長6.465－15.46Ｍ，樁體型式為端承樁，樁尖均伸入強風化下限基巖面50CM以上。
§2 施工方案簡述
一、 地基開挖與基礎工程
灌注樁施工共分四個過程：鉆孔、清孔、鋼筋籠制作安裝、澆灌水下砼。
其一，鉆孔，共分六個步驟。
(1)、準備工作；
⑵、鋼護筒埋設；
§ 1 Engineering Overview
High-rise bridge, located in the tower's first aqueduct, aqueduct in the high-rise buildings to 1 # 0 # lines between the lines, frame stand tall above the aqueduct body # 1 slot, is to address the provincial highway 57 high-rise aqueduct line (green Dai line) across Aqueduct and set up a small subsidiary of Bridge Engineering. Tall highway bridge by steam - 20, linked to -100, deck net width 8.60M design. Bridge width 9M, bridge length of 12M, the assembled hollow reinforced concrete bridge decks, reinforced concrete crash bars located on both sides of the bridge deck elevation as the top 22.068M, with the original road longitudinal slope of 5% is connected to the bridge on both sides length on each side of the road embankment 50M, W 9M, high-rise township government side of the road by pouring 20CM 250 # thick concrete, the town side of the road by a large shop in Beijing 18CM thick hot asphalt mix gravel. Abutment piles by drilling two columns of reinforced concrete structures, pile diameter D = 1.0M, pile length 6.465-15.46M, pile size type as the pile, pile tip are inserted into the weathered bedrock surface 50CM floor above.
§ 2 Construction program brief
1, foundation excavation and foundation engineering
Pile is divided into four processes: drilling, clean hole, reinforcement cage fabrication and installation, irrigation underwater concrete.
First, drilling, consists of six steps.
(1), preparatory work;
⑵, Steel Casing;