蕉前二標(biāo)施工組織設(shè)計(jì)技術(shù)交底
一、施工組織設(shè)計(jì)文件內(nèi)容：
    本施工組織設(shè)計(jì)共六章：第一章工程概述；第二章組織機(jī)構(gòu)；第三章施工總平面布置及臨時(shí)工程；第四章施工方案、施工方法；第五章施工進(jìn)度計(jì)劃；第六章工期、質(zhì)量、安全、文明環(huán)保目標(biāo)及保證體系。
二、下面就各章有關(guān)的主要內(nèi)容作一介紹，著重介紹施工方案方法和施工進(jìn)度計(jì)劃，以及完成計(jì)劃目標(biāo)的技術(shù)、質(zhì)量、安全方面的主要事項(xiàng)。
（一）第一章：工程概況
1、工程規(guī)模：線路全長(zhǎng)3570.48米，里程為K4+500~K8+070.48。還有3#、4#、5#橋預(yù)應(yīng)力砼小箱梁橋3座以及雨水、污水管道3條。
2、工程工期：擬定2003年11月11日開(kāi)工，工期9個(gè)月。
3、工程質(zhì)量；質(zhì)量目標(biāo)為廣州市優(yōu)良樣板工程。
4、路基：主要為填方路基。軟土處理完畢后吹填砂填筑路基，并采用粘土包邊植草，堆載預(yù)壓。路基防護(hù)分一般路段穿越水塘路段防護(hù)。軟土路基處理，采用塑料排水板排水固結(jié)和深層攪拌樁復(fù)合地基。
5、橋梁工程：3座為1~3跨預(yù)應(yīng)力含簡(jiǎn)支小箱梁橋，單跨長(zhǎng)25米，雙柱式橋墩，輕型埋置式或U型橋臺(tái)，樁基支承于微
The first two standard banana Construction Design Technology Details
A construction organization design content of the document:
    Construction design of the six chapters: Chapter Project Overview; second chapter organization; Chapter general layout and construction of temporary works; IV construction plan, construction method; Chapter Construction Schedule; VI schedule, quality, safety, environmental goals and ensure the system of civilization.
Second, the chapters on the following main elements to make a presentation highlighting the program method of construction and construction schedule and completion of the program objectives of the technology, quality and safety of the major issues.
(A) Chapter I: Project Overview
1, size of the project: line length 3570.48 m, mileage K4 +500 ~ K8 +070.48. There are 3 #, 4 #, 5 # bridge prestressed concrete box girder bridge 3 as well as small water and sewage pipes 3.
2, Project duration: Preparation of November 11, 2003 start, duration 9 months.
3, project quality; quality goals for the Guangzhou model works fine.
4, roadbed: mainly fill subgrade. After treatment of soft soil subgrade fill sand and edging grass with clay, preloading. General sections of embankment protection sub-sections of protection across the pond. Soft soil roadbed, drainage and consolidation by plastic drain and deep mixing composite foundation.
5, Bridge Engineering: 3 1 ~ 3-span prestressed girder bridge with simply supported small, single-span 25 meters long, two-column pier, light embedded type or U-abutment, pile foundation supporting the micro-
 

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