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1、附录A（资料性）命名示例水利工程电子文件夹、电子文件及模型单元的命名示例如图A.1所示。HH3BB依YlLS眄水!：M=S-QLS痞木工RKPLS代水上W/KI.WttW*1.防浪堵丹水1：地体分块*n/；，.，MIEwl.S恰尔工R全站牛板Mn门时阳图A.1水利工程信息模型设计交付命名示例注1）：RES-QL,表示项目名称，其中RES为项目类型代码，QL为项目简称。附录B（斐料性）模型单元属性信息分类水利工程模型单元属性信息分类见表B.I0表B.1水利工程模型单元属性信息分类表信息深度属性分类分类代号属性组代号常见属性组宜包含的属性信息Nl项目信息PJPJ-100项目标识项目名称、编号、简称
2、等PJ-200建设说明地点、阶段、建设依据、自然条件、采用的坐标体高程基准等PJ-300工程等级和建筑物级别工程等级、库容，以及发电、供水、灌溉、防洪等指标PJ-400技术经济指标各类项目指标PJ-500设计说明各类设计说明PJ-600建设单位信息名称、地址、联系方式等。PJ-700建设参与方信息名称、地址、联系方式等Nl身份信息IDID-100基本描述名称、编号、类型、功能说明ID-200编码信息编码、编码执行标准等Nl定位信息LCLC-100从属定位系统或空间位置信息及其编号、编码LC-200坐标定位可按照平面坐标系统或地理坐标系统或投影坐标系统分项描述LC-300占位尺寸长度、宽度、高、
3、厚度、深度等N2构造信息STST-100构造尺寸长度、宽度、高、厚度、深度等主要方向上特征ST-200组件构成主要组件名称、材质、尺寸等属性ST-300关联关系关联模型单元的名称、编号、编码以及关联关系类型N3技术信息TCTC-100设计参数结构和系统的设计性能指标TC-200技术要求材料要求、施工要求、安装要求等N3建造信息CSCS-100生产信息名称、规格型号、制造商、供应商、造价信息CS-200施工信息施工单位、监理单位、单位工程、分部工程、分项工程、单元工程、施工方式、验收指标CS-300安装信息安装单位、实际尺寸、安装方式、验收指标N4资产信息AMAM-100资产登记名称、规格型号、
4、供货商、制造商、数量AM-200资产管理设备编码、采购信息表B.1水利工程模型单元属性信息分类表（续）信息深度属性分类分类代号属性组代号常见属性组宜包含的属性信息N4维护信息FMFM-100巡检信息位置信息、安装信息FM-200备件备品名称、规格型号、数量、用途信息FM-300维护预测风险源类别、风险等级、应急响应信息FM-400维修信息维修频次、维修周期注：（1）表中未列出的属性组和属性可自定义进行补充：（2）属性应分项列举，属性代号应在属性组代号数字基础上按照整数顺序依次扩展；（3）建筑产品的设计性能数据宜符合JGJ/T236的相关规定。附录C（斐料性）水利工程对象模型精细度表工程地质模型
5、精细度见表C.1。表C.1工程地质模型精细度表工程对象项目建议书阶段可行性研究阶段初步设计阶段招标设计阶段施工图设计阶段一级二级地形枢纽区G1/N1G1/N1G2/N2G3/N2G3/N2长引水线路区G1/N1G1/N1G2/N2G3/N2G3/N2库区G1/N1G1/N1G2/N2G3/N2G3/N2建模数据地质测绘点G1/N1G1/N1G2/N2G3/N2G3/N2勘探G1/N1G1/N1G2/N2G3/N2G3/N2物探G1/N1G1/N1G2/N2G3/N2G3/N2试验G1/N1G1/N1G2/N2G3/N2G3/N2观测G1/N1G1/N1G2/N2G3/N2G3/N2地层岩性基覆
6、界面G1/N1G1/N1G2/N2G3/N2G3/N2基岩面G1/N1G1/N1G2/N2G3/N2G3/N2地层界面G1/N1G1/N1G2/N2G3/N2G3/N2地层实体G1/N1G1/N1G2/N2G3/N2G3/N2地层透镜体G1/N1G1/N1G2/N2G3/N2G3/N2地质构造地质构造面G1/N1G1/N1G2/N2G3/N2G3/N2风化卸荷风化界面G1/N1G1/N1G2/N2G3/N2G3/N2卸荷界面G1/N1G1/N1G2/N2G3/N2G3/N2不良物理地质现象滑坡体及分区G1/N1G1/N1G2/N2G3/N2G3/N2泥石流及分区G1/N1G1/N1G2/N2G
7、3/N2G3/N2崩塌及分区G1/N1G1/N1G2/N2G3/N2G3/N2蠕变及分区G1/N1G1/N1G2/N2G3/N2G3/N2潜在失稳块体G1/N1G1/N1G2/N2G3/N2G3/N2水文地质地表水位面G1/N1G1/N1G2/N2G3/N2G3/N2地下水位面G1/N1G1/N1G2/N2G3/N2G3/N2相对隔水层界面G1/N1G1/N1G2/N2G3/N2G3/N2地下水分区分段G1/N1G1/N1G2/N2G3/N2G3/N2岩溶岩溶G1/N1G1/N1G2/N2G3/N2G3/N2地应力地应力G1/N1G1/N1G2/N2G3/N2G3/N2工程地质分级分类岩体质量
8、G1/N1G1/N1G2/N2G3/N2G3/N2围岩分类G1/N1G1/N1G2/N2G3/N2G3/N2天然建筑材料有用料层G1/N1G1/N1G2/N2G3/N2G3/N2无用料层G1/N1G1/N1G2/N2G3/N2G3/N2水工模型精细度见表C.2。表C.2水工模型精细度表工程对象项目建议书阶段可行性研究阶段初步设计阶段招标设计阶段施工图设计阶段一级二级三级四级枢纽工程挡水工程土石坝坝顶道路G1/N1G1/N2G2/N2G3/N2G3/N3防浪墙G1/N1G1/N2G2/N2G3/N2G3/N3路灯基座G1/N1G1/N2G2/N2G3/N2G3/N3心墙G1/N1G1/N2G2/
9、N2G3/N2G3/N3反滤层G1/N1G1/N2G2/N2G3/N2G3/N3过渡层G1/N1G1/N2G2/N2G3/N2G3/N3垫层G1/N1G1/N2G2/N2G3/N2G3/N3堆石区G1/N1G1/N2G2/N2G3/N2G3/N3压重区G1/N1G1/N2G2/N2G3/N2G3/N3铺盖区G1/N1G1/N2G2/N2G3/N2G3/N3混凝土坝（闸）坝顶道路G1/N1G1/N2G2/N2G3/N2G3/N3防浪墙G1/N1G1/N2G2/N2G3/N2G3/N3墩墙G1/N1G1/N2G2/N2G3/N2G3/N3胸墙G1/N1G1/N2G2/N2G3/N2G3/N3廊道G
10、1/N1G1/N2G2/N2G3/N2G3/N3底板/堰体G1/N1G1/N2G2/N2G3/N2G3/N3边墙G1/N1G1/N2G2/N2G3/N2G3/N3溢流堰G1/N1G1/N2G2/N2G3/N2G3/N3面板坝上游铺盖G1/N1G1/N2G2/N2G3/N2G3/N3盖重G1/N1G1/N2G2/N2G3/N2G3/N3垫层G1/N1G1/N2G2/N2G3/N2G3/N3特殊垫层G1/N1G1/N2G2/N2G3/N2G3/N3过渡层G1/N1G1/N2G2/N2G3/N2G3/N3主堆石区G1/N1G1/N2G2/N2G3/N2G3/N3下游堆石区G1/N1G1/N2G2/N
11、2G3/N2G3/N3排水棱体G1/N1G1/N2G2/N2G3/N2G3/N3下有护坡G1/N1G1/N2G2/N2G3/N2G3/N3混凝土面板G1/N1G1/N2G2/N2G3/N2G3/N3混凝土趾板G1/N1G1/N2G2/N2G3/N2G3/N3泄洪工程溢洪道闸室G1/N1G1/N2G2/N2G3/N2G3/N3溢流堰G1/N1G1/N2G2/N2G3/N2G3/N3隧洞G1/N1G1/N2G2/N2G3/N2G3/N3尾水出口G1/N1G1/N2G2/N2G3/N2G3/N3消能结构-G2/N2G3/N2G3/N3启闭机房G2/N2G3/N2G3/N3表C.2水工模型精细度表（续
12、）工程对象项目建议可行性研初步设招标设施工图设一级二级三级四级书阶段究阶段计阶段计阶段计阶段枢纽工程泄洪工程泄洪放空洞闸室G1/N1G1/N2G2/N2G3/N2G3/N3隧洞G1/N1G1/N2G2/N2G3/N2G3/N3尾水出口G1/N1G1/N2G2/N2G3/N2G3/N3消能结构-G2/N2G3/N2G3/N3启闭机房-G2/N2G3/N2G3/N3引水工程引水明渠明渠G1/N1G1/N2G2/N2G3/N2G3/N3渡槽-G2/N2G3/N2G3/N3倒虹吸-G2/N2G3/N2G3/N3进（取）水口进水塔体G1/N1G1/N2G2/N2G3/N2G3/N3拦污栅G1/N1G1/
13、N2G2/N2G3/N2G3/N3通气孔G1/N1G1/N2G2/N2G3/N2G3/N3束水墙-G2/N2G3/N2G3/N3拦沙坎G2/N2G3/N2G3/N3引水工程引水隧洞闸室G1/N1G1/N2G2/N2G3/N2G3/N3隧洞G1/N1G1/N2G2/N2G3/N2G3/N3集石坑-G2/N2G3/N2G3/N3封堵体-G2/N2G3/N2G3/N3调压井连接管G1/N1G1/N2G2/N2G3/N2G3/N3竖井G1/N1G1/N2G2/N2G3/N2G3/N3高压管道明管G1/N1G1/N2G2/N2G3/N2G3/N3镇墩G1/N1G1/N2G2/N2G3/N2G3/N3支墩
14、G1/N1G1/N2G2/N2G3/N2G3/N3伸缩节一-G3/N2G3/N3波纹管-G3/N2G3/N3加劲环-G3/N2G3/N3阻水环-G3/N2G3/N3止推环-G3/N2G3/N3压力前池前池进水口G1/N1G1/N2G2/N2G3/N2G3/N3泄水口G1/N1G1/N2G2/N2G3/N2G3/N3排沙口G1/N1G1/N2G2/N2G3/N2G3/N3拦冰结构-G2/N2G3/N2G3/N3拦沙结构一-G2/N2G3/N2G3/N3发电厂（泵站）工程主厂房水轮机层G1/N1G1/N2G2/N2G3/N2G3/N3发电机层G1/N1G1/N2G2/N2G3/N2G3/N3蝶阀层
15、G1/N1G1/N2G2/N2G3/N2G3/N3尾水层G1/N1G1/N2G2/N2G3/N2G3/N3安装间G1/N1G1/N2G2/N2G3/N2G3/N3辅助机房G1/N1G1/N2G2/N2G3/N2G3/N3表C.2水工模型精细度表（续）工程对象项目建议可行性研初步设招标设施工图设一级二级三级四级书阶段究阶段计阶段计阶段计阶段枢纽工程发电厂（泵站）工程副厂房高压配电室G1/N1G1/N2G2/N2G3/N2G3/N3低压配电室G1/N1G1/N2G2/N2G3/N2G3/N3中控室G1/N1G1/N2G2/N2G3/N2G3/N3保护室G1/N1G1/N2G2/N2G3/N2G3/
16、N3通讯室G1/N1G1/N2G2/N2G3/N2G3/N3消防控制室G1/N1G1/N2G2/N2G3/N2G3/N3交通洞门脸G1/N1G1/N2G2/N2G3/N2G3/N3洞身G1/N1G1/N2G2/N2G3/N2G3/N3附属设施一-G3/N2G3/N3出线洞（井）门脸G1/N1G1/N2G2/N2G3/N2G3/N3洞身G1/N1G1/N2G2/N2G3/N2G3/N3附属设施-G3/N2G3/N3通风洞（井）门脸G1/N1G1/N2G2/N2G3/N2G3/N3洞身G1/N1G1/N2G2/N2G3/N2G3/N3附属设施-G3/N2G3/N3尾水系统尾水洞G1/N1G1/N2
17、G2/N2G3/N2G3/N3尾水调压井G1/N1G1/N2G2/N2G3/N2G3/N3升压变电建筑物变电站变压器场地G1/N1G1/N2G2/N2G3/N2G3/N3IOKV系统接地设备室G1/N1G1/N2G2/N2G3/N2G3/N3IOKV系统接地设备控制屏室G1/N1G1/N2G2/N2G3/N2G3/N3仪表室G1/N1G1/N2G2/N2G3/N2G3/N3IOKV开关柜室G1/N1G1/N2G2/N2G3/N2G3/N30.4KV公用系统配电装置室G1/N1G1/N2G2/N2G3/N2G3/N3开关站开关站室G1/N1G1/N2G2/N2G3/N2G3/N3航运工程上/下游
18、引航道导航结构G1/N1G1/N2G2/N2G3/N2G3/N3靠船结构G1/N1G1/N2G2/N2G3/N2G3/N3船闸（升船机）工程闸首G1/N1G1/N1G2/N2G3/N2G3/N3闸室G1/N1G1/N1G2/N2G3/N2G3/N3灌水设施-G2/N2G3/N2G3/N3泄水设施-G2/N2G3/N2G3/N3鱼道工程鱼道进出口进出口底板G1/N1G1/N2G2/N2G3/N2G3/N3进出口边墙G1/N1G1/N2G2/N2G3/N2G3/N3鱼道槽身槽身G1/N1G1/N2G2/N2G3/N2G3/N3隔板-G2/N2G3/N2G3/N3表C.2水工模型精细度表（续）工程对
19、象项目建议可行性研初步设招标设施工图设一级二级三级四级书阶段究阶段计阶段计阶段计阶段枢纽工程鱼道工程诱导设施及其他辅助设施观测室G1/N1G1/N2G2/N2G3/N2G3/N3拦鱼设施-G2/N2G3/N2G3/N3诱鱼设施-G2/N2G3/N2G3/N3导鱼设施-G2/N2G3/N2G3/N3引水工程渠（管）道干渠管道渠（管）身G1/N1G1/N2G2/N2G3/N2G3/N3镇墩G1/N1G1/N2G2/N2G3/N2G3/N3支墩G1/N1G1/N2G2/N2G3/N2G3/N3附属设施-G3/N2G3/N3支渠管道渠（管）身G1/N1G1/N2G2/N2G3/N2G3/N3镇墩G1/
20、N1G1/N2G2/N2G3/N2G3/N3支墩G1/N1G1/N2G2/N2G3/N2G3/N3附属设施-G3/N2G3/N3建筑物泵站（扬水站、排灌站）引水渠G1/N1G1/N2G2/N2G3/N2G3/N3进水前池、沉沙池G1/N1G1/N2G2/N2G3/N2G3/N3进水池G1/N1G1/N2G2/N2G3/N2G3/N3出水池G1/N1G1/N2G2/N2G3/N2G3/N3进出水管道G1/N1G1/N2G2/N2G3/N2G3/N3泵室G1/N1G1/N2G2/N2G3/N2G3/N3操作室G1/N1G1/N2G2/N2G3/N2G3/N3配电室G1/N1G1/N2G2/N2G3
21、/N2G3/N3管理室G1/N1G1/N2G2/N2G3/N2G3/N3水闸工程上游连接段G1/N1G1/N2G2/N2G3/N2G3/N3下游消力设施G1/N1G1/N2G2/N2G3/N2G3/N3闸室G1/N1G1/N2G2/N2G3/N2G3/N3管理机房G1/N1G1/N2G2/N2G3/N2G3/N3渡槽进口G1/N1G1/N2G2/N2G3/N2G3/N3槽身G1/N1G1/N2G2/N2G3/N2G3/N3出口G1/N1G1/N2G2/N2G3/N2G3/N3支撑结构G1/N1G1/N2G2/N2G3/N2G3/N3隧洞门脸G1/N1G1/N2G2/N2G3/N2G3/N3洞身
22、G1/N1G1/N2G2/N2G3/N2G3/N3附属设施一-G3/N2G3/N3倒吸虹进口G1/N1G1/N2G2/N2G3/N2G3/N3拦污栅G1/N1G1/N2G2/N2G3/N2G3/N3挡水墙G1/N1G1/N2G2/N2G3/N2G3/N3沉砂池G1/N1G1/N2G2/N2G3/N2G3/N3管身段G1/N1G1/N2G2/N2G3/N2G3/N3出口G1/N1G1/N2G2/N2G3/N2G3/N3消力池G1/N1G1/N2G2/N2G3/N2G3/N3表C.2水工模型精细度表（续）工程对象项目建议可行性研初步设招标设施工图设一级二级三级四级书阶段究阶段计阶段计阶段计阶段引水
23、工程建筑物跌水进口连接段G1/N1G1/N2G2/N2G3/N2G3/N3控制堰口G1/N1G1/N2G2/N2G3/N2G3/N3消力池G1/N1G1/N2G2/N2G3/N2G3/N3出匚I连接段G1/N1G1/N2G2/N2G3/N2G3/N3跌水墙G1/N1G1/N2G2/N2G3/N2G3/N3箱涵（暗渠）涵身G1/N1G1/N2G2/N2G3/N2G3/N3翼墙G1/N1G1/N2G2/N2G3/N2G3/N3变形缝-G3/N2G3/N3河道工程河湖整治与堤防工程河道疏浚河道疏浚-G1/N1G1/N2G2/N2G2/N3河湖整治河湖整治-G1/N1G1/N2G2/N2G2/N3堤防
24、穿堤建筑物G1/N1G1/N2G2/N2G3/N2G3/N3堤顶道路G1/N1G1/N2G2/N2G3/N2G3/N3挡浪板G1/N1G1/N2G2/N2G3/N2G3/N3坡面防护-G2/N2G3/N2G3/N3堤基处理-G2/N2G3/N2G3/N3灌溉工程喷灌工程喷头-G2/N2G3/N2G3/N3喷灌管网系统G1/N1G1/N2G2/N2G3/N2G3/N3喷灌首部-G2/N2G3/N2G3/N3微灌工程喷头-G2/N2G3/N2G3/N3微罐系统首部G1/N1G1/N2G2/N2G3/N2G3/N3输配水管网G1/N1G1/N2G2/N2G3/N2G3/N3低压管道输水灌溉引水取水枢
25、纽G1/N1G2/N2G2/N2G3/N2G3/N3喷头-G2/N2G3/N2G3/N3微罐系统首部-G2/N2G3/N2G3/N3其他工程交通工程道路G1/N1G2/N2G2/N2G3/N2G3/N3桥G1/N1G2/N2G2/N2G3/N2G3/N3隧洞G1/N1G2/N2G2/N2G3/N2G3/N3施工支洞G1/N1G2/N2G2/N2G3/N2G3/N3房屋建筑工程辅助生产建筑一-G1/N1G2/N2G3/N3仓库-一G1/N1G2/N2G3/N3办公用房-G1/N1G2/N2G3/N3值班宿舍及文化福利建筑-G1/N1G2/N2G3/N3室外工程-一G1/N1G2/N2G3/N3表
26、C.2水工模型精细度表（续）工程对象项目建议可行性研初步设招标设施工图设一级二级三级四级书阶段究阶段计阶段计阶段计阶段其他工程供电设施工程及其他建筑工程水文、泥沙监测设施工程NlN2N2N3N3水情自动测报系统工程NlN2N2N3N3安全监测设施工程-G1/N1G1/N2G2/N3照明线路工程-G1/N1G1/N2G2/N3通信线路工程-G1/N1G1/N2G2/N3供电设施工程及其他建筑工程厂坝（闸、泵站）区供水、供热、排水等公用设施-G1/N1G1/N2G2/N3劳动安全与工业卫生设施-G1/N1G1/N2G2/N3其它-G1/N1G1/N2G2/N3施工临时设施模型精细度见表C.3。表C
27、.3施工临时设施模型精细度表工程对象项目建议书阶段可行性研究阶段初步设计阶段招标设计阶段施工图设计阶段一级二级三级导截流工程导流明渠导墙G1/N1G1/N2G2/N2G3/N2G3/N3底板G1/N1G1/N2G2/N2G3/N2G3/N3贴坡-G2/N2G3/N2G3/N3导流洞进口G1/N1G1/N2G2/N2G3/N2G3/N3闸室G1/N1G1/N2G2/N2G3/N2G3/N3洞身G1/N1G1/N2G2/N2G3/N2G3/N3出口G1/N1G1/N2G2/N2G3/N2G3/N3堵头-G2/N2G3/N2G3/N3围堰围堰体G1/N1G1/N2G2/N2G3/N2G3/N3防渗墙
28、-G2/N2G3/N2G3/N3蓄水期卜.游断流补偿设施蓄水期下游断流补偿设施-G3/N2G3/N3施工交通工程场内交通明线道路G1/N1G1/N2G2/N2G3/N2G3/N3隧洞G1/N1G1/N2G2/N2G3/N2G3/N3桥梁G1/N1G1/N2G2/N2G3/N2G3/N3施工支洞G1/N1G2/N2G2/N2G3/N2G3/N3码头港池-G3/N2G3/N3待泊区-G3/N2G3/N3防泼提-G3/N2G3/N3上下游链接段-G3/N2G3/N3池底护砌-G3/N2G3/N3转运站-G3/N2G3/N3施工供电工程供电线路-G1/N1G1/N2G2/N2G2/N3变配电设施-G1
29、/N1G1/N2G2/N2G2/N3施工供水供水设施-G1/N1G1/N2G2/N2G2/N3供水管道-G1/N1G1/N2G2/N2G2/N3施工供风供风设施一G1/N1G1/N2G2/N2G2/N3供风管道-G1/N1G1/N2G2/N2G2/N3施工通信通信线路-G1/N1G1/N2G2/N2G2/N3通信设施-G1/N1G1/N2G2/N2G2/N3建设管理营地及承包商营地房屋建筑G1/N1G1/N2G2/N2G2/N2G2/N3道路路线G1/N1G1/N2G2/N2G2/N2G2/N3路基G1/N1G1/N2G2/N2G2/N2G2/N3路面G1/N1G1/N2G2/N2G2/N2G
30、2/N3表C.3施工临时设施模型精细度表（续）工程对象项目建议书阶段可行性研究阶段初步设计阶段招标设计阶段施工图设计阶段一级二级三级其他工程渣场渣顶轮廓-G1/N1G2/N2G2/N2G3/N3挡护措施-G2/N2G3/N3料场料场开口线-G1/N1G2/N2G2/N2G3/N3料场终采平台-G1/N1G2/N2G2/N2G3/N3挡护措施-G2/N2G2/N3施工辅助系统-G1/N1G1/N2G2/N2G2/N3砂石骨料加工系统-G1/N1G1/N2G2/N2G2/N3混凝土生产系统-G1/N1G1/N2G2/N2G2/N3预制厂-G1/N1G1/N2G2/N2G2/N3机械保养停放场-G1
31、/N1G1/N2G2/N2G2/N3大型机械拆装场-G1/N1G1/N2G2/N2G2/N3钢筋模板加工厂G1/N1G1/N2G2/N2G2/N3木材加工厂G1/N1G1/N2G2/N2G2/N3仓库-G1/N1G1/N2G2/N2G2/N3仓储设施综合仓库-G1/N1G1/N2G2/N2G2/N3油库-G1/N1G1/N2G2/N2G2/N3永久机电设备库-G1/N1G1/N2G2/N2G2/N3表C.4土建通用构件模型精细度表工程对象项目建议书阶段可行性研究阶段初步设计阶段招标设计阶段施工图设计阶段一级二级三级基础处理地基处理防渗墙-G3/N2G3/N3换填-G3/N2G3/N3预压-G3
32、/N2G3/N3振冲（夯实、压实、挤密）加固-G3/N2G3/N3复合地基-G3/N2G3/N3注浆加固-G3/N2G3/N3垫座（垫层）-G3/N2G3/N3抗剪洞-G3/N2G3/N3传力洞-G3/N2G3/N3加固桩-G3/N2G3/N3抗滑桩-G3/N2G3/N3沉井-G3/N2G3/N3锚桩-G3/N2G3/N3边坡支护挡土墙G1/N1G2/N2G2/N2G3/N2G3/N3混凝土板G1/N1G2/N2G2/N2G3/N2G3/N3土工格栅-G3/N2G3/N3土工织物-G3/N2G3/N3混凝土联锁块-G3/N2G3/N3压坡-G3/N2G3/N3锚杆-G3/N3锚索-G3/N3钾
33、钉-G3/N3管棚-G3/N3植物防护与绿化-G3/N3主动防护网-一G3/N3被动防护网-G3/N3基坑围护回填混凝土G1/N1G2/N2G2/N2G3/N2G3/N3支挡结构G1/N1G2/N2G2/N2G3/N2G3/N3板式-一G2/N2G3/N2G3/N3水泥土重力式-G2/N2G3/N2G3/N3灌浆-G3/N2G3/N3地下连续墙-G3/N2G3/N3钢支撑-G3/N2G3/N3钢筋混凝土支撑-G3/N2G3/N3管棚-G3/N2G3/N3柔性防护网-G3/N2G3/N3工程对象项目建议书阶段可行性研究阶段初步设计阶段招标设计阶段施工图设计阶段一级二级三级基础处理基坑围护喷射混凝土面层-G2/N2G3/N3双排桩-G2/N2G3/N3微型桩-G2/N2G3/N3土方土石方开挖G1/N1G2/N2G2/N2G3/N2G3/N3土石方回填G1/N1G2/N2G2/N2G3/N2G3/N3水泥土回填-G2/N2G3/N2G3/N3素混凝土回填-G2/N2G3/N2G3/N3碎石间隔土回填-G2/N2G3/N2G3/N3基础垫层混凝土垫层-G2/N2G2/N2G3/N3卵石垫层-G2/N2G2/N2G3/N3碎石垫层-G2/N2G2/N2G3/N3中粗砂-G2/N2G2/N2G3/N3混凝土结构边墩G1/
