蕉前二標施工組織技術交底.doc
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蕉前二標施工組織設計技術交底
一、施工組織設計文件內容：
本施工組織設計共六章：第一章工程概述；第二章組織機構；第三章施工總平面布置及臨時工程；第四章施工方案、施工方法；第五章施工進度計劃；第六章工期、質量、安全、文明環(huán)保目標及保證體系。
二、下面就各章有關的主要內容作一介紹，著重介紹施工方案方法和施工進度計劃，以及完成計劃目標的技術、質量、安全方面的主要事項。
（一）第一章：工程概況
1、工程規(guī)模：線路全長3570.48米，里程為K4+500~K8+070.48。還有3#、4#、5#橋預應力砼小箱梁橋3座以及雨水、污水管道3條。
2、工程工期：擬定2003年11月11日開工，工期9個月。
3、工程質量；質量目標為廣州市優(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，堆載預壓。路基防護分一般路段穿越水塘路段防護。軟土路基處理，采用塑料排水板排水固結和深層攪拌樁復合地基。
5、橋梁工程：3座為1~3跨預應力含簡支小箱梁橋，單跨長25米，雙柱式橋墩，輕型埋置式或U型橋臺，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-