长春龙家堡机场飞行区场道工程投标施工组织设计.doc

第一章  编制依据及说明
本施工组织设计依据长春龙家堡机场飞行区场道工程招标文件、图纸、答疑及补充答疑、《民航机场场道工程施工技术要求》、《公路路面基层施工技术规范》（JTJ034-2000）、《民用机场飞行区工程竣工验收质量检验评定标准》（MH5007-2000）、现场踏勘情况、我单位的类似工程施工经验和施工能力编制。
在编制本施工组织设计过程中，我们立足于专业化、机械化、标准化施工，重点工程重点安排，尽量做到方案切实可行、经济合理，精心组织施工，向业主交一个优良工程。

第二章  工程概况与特点
一、机场位置
长春市和吉林市同处东北松辽平原腹部,为吉林省的两大中心城市。长春龙家堡机场位于长春市东北、九台市放牛沟乡与龙家堡乡的交汇处,分别距长春、吉林两市市中心31.2和76公里。机场参考点(近期2800m北跑道中心点)大地坐标为东经125041'1"、北纬43059'49.7"。跑道磁方位为590～2390,磁差为9.50西。
二、工程、水文地质
场区属新华夏构造体系的第二沉降带之东南隆起的长春到九台凸起,附近的断裂无活动迹象,根据场址地震稳定性评价,场区基本裂度最多为Ⅶ度,比较稳定。
场区内地貌单元主要为I区波状台地和Ⅱ区饮马河一级阶地,其中台地面积占90%,地势总体向NE倾斜,坡度1%左右,地面高程介于187～223m之间；饮马河一级阶地分布在本区东端,比较平坦,微向河流方向倾斜,其阶地后缘与台地毗连。场区西南部存在两处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