高樓渡槽及溢流堰單位工程施工總結報告.doc
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§1 工程概況
一、 工程布置
高樓渡槽，位于高樓鄉高三村至下澤村之間，自進口至出口，原設計全長1281.41M，后因進出口地質原因，直峰架隧洞出口退后20M和下澤隧洞進口退后4M進洞，并將總干1+894.86至總干1+914.86和3+190.22至3+200改為明洞，因此全線長改為1295.36，自總干1+894.86至總干3+190.22。后因政策原因，將總干2+737.42—2+797.12段改為高樓倒虹吸，因此高樓渡槽實際全長為1235.66M。其進口與直峰架隧洞相接，出口與下澤隧洞相連，其中明洞段長20M，進口連接段長26.56M，槽身段長1233.8M(含59.7M長的高樓倒虹吸)，出口段長15M。渡槽設計流量36M3/S，加大流量39M3/S，坡降1/1500。進口槽身底高程16.44M，出口槽身底高程15.62M。
二、 槽身結構
槽身由59節槽身、59條仲縮縫和59節槽身蓋板組成。槽身采用400#預應力砼簡支梁結構，跨度19.9M。槽型為有拉桿加肋矩形槽，寬5.1M，高4.8M，邊墻厚30CM，底板厚25CM，肋寬30CM，肋高70CM。預應力采用后張法施工，每側邊墻底部設一根10Φj15.24的270K級鋼絞線束,其標準強度σyb=1860Mpa，錨下控制應力σkb=1209Mpa，張拉端采用XM-10錨具固定，固定端采用軋花錨固，525#水泥灌漿封孔。
三、 支承結構
支承結構采用鉆孔灌注樁和排架二種形式。原
§ 1 Project Overview
First, engineering layout
High-rise aqueduct, located in the village to the next high-rise Township Middle School between Sawamura, from import to export, the original design full 1281.41M, after the geological reasons for the import and export, direct export back 20M peak frame tunnel and tunnel under the import back Ze 4M hole, and the Director-General to the Director-General 1 1 +894.86 +914.86 +190.22 to 3 +200 and 3 to Myeong-dong, so long across the board to 1295.36, from the Director-General to the Director-General 1 +894.86 3 +190.22. Later, because of policy reasons, the Director-General in paragraph 2 of +737.42-2 +797.12 to high-rise inverted, so the actual length of the aqueduct towers 1235.66M. The peak import and direct tunnel connecting aircraft, exports and tunnel under the Ze connected, which Myeongdong section chief 20M, import connection section chief 26.56M, slot figure long 1233.8M (with 59.7M long tall inverted), a long exit section 15M. Flume design flow 36M3 / S, increased discharge 39M3 / S, slope of 1 / 1500. Import Aqueduct invert 16.44M, export Aqueduct invert 15.62M.
2, Aqueduct
Aqueduct Aqueduct from the 59, 59 sec and 59 slot expansion joint cover body composition. Aqueduct by 400 # Prestressed Concrete Beams, span 19.9M. Groove is a bar stiffened rectangular, width 5.1M, high-4.8M, wall thickness 30CM, floor thickness 25CM, rib width 30CM, rib high 70CM. Prestressed by post-tensioned construction, each side of the wall at the bottom of the 270K level set a 10Φj15.24 strand bundle, the standard strength σyb = 1860Mpa, anchored under the control of stress σkb = 1209Mpa, tension-side with XM-10 Anchor a fixed, fixed end is crimped anchor, 525 # cement grouting sealing.
Third, supporting structure
Supporting structure using bored piles and bent two forms. Original