長春龍家堡機場飛行區場道工程投標施工組織設計.doc

第一章  編制依據及說明
本施工組織設計依據長春龍家堡機場飛行區場道工程招標文件、圖紙、答疑及補充答疑、《民航機場場道工程施工技術要求》、《公路路面基層施工技術規范》（JTJ034-2000）、《民用機場飛行區工程竣工驗收質量檢驗評定標準》（MH5007-2000）、現場踏勘情況、我單位的類似工程施工經驗和施工能力編制。
在編制本施工組織設計過程中，我們立足于專業化、機械化、標準化施工，重點工程重點安排，盡量做到方案切實可行、經濟合理，精心組織施工，向業主交一個優良工程。

第二章  工程概況與特點
一、機場位置
長春市和吉林市同處東北松遼平原腹部,為吉林省的兩大中心城市。長春龍家堡機場位于長春市東北、九臺市放牛溝鄉與龍家堡鄉的交匯處,分別距長春、吉林兩市市中心31.2和76公里。機場參考點(近期2800m北跑道中心點)大地坐標為東經125041'1"、北緯43059'49.7"。跑道磁方位為590～2390,磁差為9.50西。
二、工程、水文地質
場區屬新華夏構造體系的第二沉降帶之東南隆起的長春到九臺凸起,附近的斷裂無活動跡象,根據場址地震穩定性評價,場區基本裂度最多為Ⅶ度,比較穩定。
場區內地貌單元主要為I區波狀臺地和Ⅱ區飲馬河一級階地,其中臺地面積占90%,地勢總體向NE傾斜,坡度1%左右,地面高程介于187～223m之間；飲馬河一級階地分布在本區東端,比較平坦,微向河流方向傾斜,其階地后緣與臺地毗連。場區西南部存在兩處V形
Chapter Basis and Description
The construction organization design based on the airport flight zone in Changchun Longjiapu Field Road project, tender documents, drawing, tutorials, and supplementary answering, "civil aviation airport runway construction technical requirements", "Highway Pavement Construction Technical Specification" (JTJ034-2000), "civil airport flight zone project completion acceptance inspection and assessment of quality" (MH5007-2000), site visit, I have a similar construction units and construction experience, ability to prepare.
In the preparation of the construction organization design process, we base ourselves on the professional, mechanical, standardized construction, key projects to prioritize, try to make it feasible, economically reasonable, well-organized construction to the owners pay a fine project.

Chapter Project Overview and Features
First, the airport location
Changchun City and Jilin City, northeast Songliao Plain abdomen with the Department for the two major cities of Jilin Province. Changchun Longjiapu Airport is located in northeastern Changchun city, Jiutai Cattle LONG BU Xiang Gou Xiang and the junction, respectively, from Changchun, Jilin city center cities, 31.2 and 76 km. Airport Reference Point (2800m north runway near the center) coordinates of longitude 125041'1 earth ", north latitude 43059'49 .7." Track magnetic azimuth of 590 ~ 2390, magnetic deviation of 9.50 West.
Second, engineering, hydrogeology
Field belonged to the new China with a structural system of the second settlement to the southeast of the uplift of Changchun Jiutai hill, near the fault-free activities, and according to seismic stability evaluation of the site, site area up to a maximum degree of the basic split Ⅶ degrees, more stable .
Field in the region I district unit of the landscape is mainly corrugated platform and Ⅱ Yinma a terrace, which accounted for 90% of the platform area, the terrain generally inclined to the NE, about 1% slope, the ground elevation ranging between 187 ~ 223m; drink Ma river terrace located in the eastern end of this area, relatively flat, slightly inclined to the river, the terraces and the terrace adjacent to the posterior edge. Field area south-west there are two V-shaped
 

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