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        老巖溝大橋上部結構施工組織設計方案.doc

        更新時間: 2024-02-29
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        老巖溝大橋上部結構施工組織設計方案

        一, 工程概述
        (一) 構造形成:
             本橋跨越一深溝槽,橋梁的起訖點號K104+934.98~K105+074.02,橋梁中心樁號為K105+030.00,交角為90°,全長139.04M。
        本橋位于直線段內,橋面縱坡-3%,橋面橫坡為-2%,無超高。                     
          1,上部構造:
        本橋上部構造采用4-30M預應力鋼筋混凝土T梁,預應力混凝土強度等級為C50,全橋共分4孔。橋面寬度:2X(凈11.00+2X0.5)米。預應力T梁預制梁長為29.9米,預制梁高為1.8米,橫斷面上布置為12片,全橋共有48片。橋面鋪裝采用10cm厚的C30防水混凝土和9cm厚的瀝青混凝土,共厚19cm,在瀝青混凝土鋪裝之前,應在水泥混凝土鋪裝上均勻撒布FTY-I型防水劑。本橋4孔一聯,除兩橋臺設置滑板球冠支座,其余均設置普通球冠支座;墩頂設置橋面連續,兩橋臺處設置仿毛勒80型伸縮縫。
        2,下部構造:
        下部結構采用柱式墩,墩高20.323m~27.457m(左幅,右幅)。墩帽及擋塊為現澆C30混凝土;墩柱為現澆C30混凝土;系梁為C30混凝土;擴大基礎為C25混凝土;臺帽及擋塊為現澆C30混凝土;臺后設置8米長橋頭搭扳,C15片石混凝土基礎,臺
        Ditch the old rock bridge superstructure construction organization design

        I. Project Description
        (A) structure was formed:
             The bridge across a deep trench, bridge Ends No. K104 +934.98 ~ K105 +074.02, bridges Stake Center for the K105 +030.00, angle is 90 °, full 139.04M.
        This bridge is located in straight line, the bridge longitudinal -3% -2% for the deck cross slope, no high.
          1, the upper structure:
        Part of the bridge structure with 4-30M prestressed concrete T beams, prestressed concrete strength grade was C50, full-bridge consists of four holes. Deck Width: 2X (net 11.00 +2 X0.5) meters. Precast prestressed T beams is 29.9 meters long, 1.8 m high precast beams, the cross section arranged for the 12, a total of 48 full-bridge. Deck with 10cm thick C30 waterproof concrete and 9cm thick asphalt concrete, a total thickness of 19cm, before the asphalt concrete pavement, concrete pavement should be evenly spreading FTY-I-based waterproofing agent. 4 holes of the bridge a joint, in addition to the two abutment crown to set the ball sliding bearings, the rest are set to the highest normal ball bearing; set the bridge pier top row, the two abutment Department set wool Le 80 type joints.
        2, bottom structure:
        Substructure using column pier, pier height 20.323m ~ 27.457m (left site and right pieces). Pier cap and the concrete block was cast C30; Pier C30 concrete for the cast; tie beam for the C30 concrete; expanding base C25 concrete; Taiwan, and hats for the cast C30 concrete block; Desk Set 8 meters long bridge after the ride Wrench, C15 rubble concrete foundation, Taiwan
         

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