中英文地勘(地质勘查)报告.pdfVIP

第一章 工程概况 1. Project profile 工程名称： Project name: 工程地点： Position: 拟建工程概况：拟建厂房一间，南北长 154.11m，东西宽 105.28m，局部宽136.77 m，为1 层钢结构，局部2～3 层，拟采用 独立柱基础，柱间距约 10m，厂房内设有8 吨吊车，基底压力约 50kPa 。厂房中部设有2 座高货架,货架基底压力约为120kPa，高货 架部位独立柱基础基底压力按200kPa 考虑。厂房内局部有地下室， 埋深约5.0m 。 Proposed project introduction: One-story Production hall(PH) is steel structure, some area has mezzanine floor. The length of PH from north to south is 154.11m, and the width from east to west is 105.28m, partly the width is 136.77m. The column distance is about 10m with proposed independent foundation. Among the PH, there are 8-ton cranes in some area, and the subgrade reaction is about 50kpa. In the middle of PH, the subgrade reaction of the two high rack storage is about 120kpa. In the pressure area, the bottom elevation of the basement is about EL -5.000m. 勘察阶段：详细勘察。 Stage: detailed investigation stage ____________________________________________________________________________________________ 1 21 第 页共 页 岩土工程勘察等级：根据《岩土工程勘察规范》GB50021-2001 第3.1.1 条～第3.1.4 条，该工程重要性等级为三级，场地等级为二 级，地基等级为二级，勘察等级为乙级。 Degree: Degree of importance for the proposed project is Class 3, and that of complexity of the site and the foundation is also Class 2, according to the Code for Geotechnical Engineering Investigation GB50021-2001(3.1.1~3.1.4), we define this geotechnical engineering investigation as Class B. 勘察任务及要求： Task and requirement of the investigation 1.查明拟建场地范围内岩土层的类型、深度、分布、工程特性， 提出详细的岩土工程资料，为设计和施工提供所需的各种参数； Identify composition, distribution rules, depth and engineering geologic features of the foundation soils within the exploration depth at the proposed site. To provide detail comprehensive physical mechanical parameters of each stratum, design parameters of ground bearing capacity and pile foundation bearing c