泌桐高速箱梁模板計算及施工資料.doc
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箱梁模板計算及施工資料
現(xiàn)澆預應力鋼筋混凝土箱梁施工
單箱截面，截面尺寸為梁高1.5米、梁頂寬8.96米，具體尺寸形式見圖10-1。箱梁截面尺寸：
圖10-1 箱梁截面尺寸詳圖
10.1 施工順序
預應力混凝土箱梁采用滿布支架現(xiàn)場澆筑混凝土的施工方法。箱梁混凝土澆筑采用二次澆筑：第一次澆筑底板和腹板，第二次澆筑頂板。預應力施工采用后張法預應力施工工藝。具體工藝流程見圖10-2。
10.2 現(xiàn)澆砼施工
10.2.1 支架體系
預應力鋼筋混凝土連續(xù)箱梁支架采用滿堂紅式支架體系。
Box girder calculation and construction materials
Prestressed concrete box girder
Single box section, the section size is 1.5 meters high beam, beam top width of 8.96 m, the specific size of the form shown in Figure 10-1. Box section size:
Figure 10-1 box section size Detailing
10.1 The construction order
Prestressed concrete box beam scaffolding-situ concrete construction method. Box pouring concrete placement by the second: the first floor, and web casting, the second pouring roof. Construction using prestressed post-tensioned construction technology. Specific process shown in Figure 10-2.
10.2 situ concrete construction
10.2.1 Support System
Prestressed concrete continuous Box Beam stent system with full house.