试验检测项目及频率"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
序号"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 工程"U¤²°Åbbs.3c3t.comWLÒзéu2Á 名称"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 试验检测对象"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 试验检测项目"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 规定的试验检测频率或要求"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 各级试验室应承担的试验检测频率"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
承包人"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 驻地办"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 中心试验室"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
7"U¤²°Åbbs.3c3t.comWLÒзéu2Á "U¤²°Åbbs.3c3t.comWLÒзéu2Á
| 隧道"U¤²°Åbbs.3c3t.comWLÒзéu2Á 工程"U¤²°Åbbs.3c3t.comWLÒзéu2Á "U¤²°Åbbs.3c3t.comWLÒзéu2Á
| 模筑"U¤²°Åbbs.3c3t.comWLÒзéu2Á "U¤²°Åbbs.3c3t.comWLÒзéu2Á
混凝土"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 衬砌厚度"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 每40m检查1个断面(无损或开孔)"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 3%"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
强度"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 每台班或每50立方米3组"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 3%"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
墙面平整度"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 每40m用2m直尺每侧检查2处(每处9尺)"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 20%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 3%"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
衬砌后空洞探测"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 分别在拱顶及1/4拱线处,用地质雷达连续测3条线"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 20%"U¤²°Åbbs.3c3t.comWLÒзéu2Á 独立抽检"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
路基"U¤²°Åbbs.3c3t.comWLÒзéu2Á "U¤²°Åbbs.3c3t.comWLÒзéu2Á
基础"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 基底承载力试验(全风化、强风化洞门基础)"U¤²°Åbbs.3c3t.comWLÒзéu2Á | "U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 20%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 3%"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
混凝"U¤²°Åbbs.3c3t.comWLÒзéu2Á 土路面"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 同5、水泥混凝土路面"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
锚杆"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 抗拔力"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 每300根锚杆检查1组,每组3根"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 20%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 3%"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
注浆压力"U¤²°Åbbs.3c3t.comWLÒзéu2Á | "U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 20%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 3%"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
横断"U¤²°Åbbs.3c3t.comWLÒзéu2Á "U¤²°Åbbs.3c3t.comWLÒзéu2Á
面检测"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 毛洞横断面尺寸"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 每10米测1断面"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 3%"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
初期支护后横断面尺寸"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
二衬后横断面尺寸"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
超前地质预报"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 导坑探测"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 声波探测每150米探测1次"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | ……"U¤²°Åbbs.3c3t.comWLÒзéu2Á | ……"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
超前水平岩芯钻探"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
工作面上的浅孔钻探"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
声波探测"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
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| 浆砌"U¤²°Åbbs.3c3t.comWLÒзéu2Á 工程"U¤²°Åbbs.3c3t.comWLÒзéu2Á "U¤²°Åbbs.3c3t.comWLÒзéu2Á
| 水泥"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 初终凝时间"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 每批或100吨抽检1次"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 20%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 3%"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
安定性"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
细度"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
胶砂强度"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
石料"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 抗压强度"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 进场或换料源时检测1次"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
冻融"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
砂浆配合比设计"U¤²°Åbbs.3c3t.comWLÒзéu2Á | "U¤²°Åbbs.3c3t.comWLÒзéu2Á | 每合同段每种配合比1次"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | ……"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
砂浆"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 强度"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 每50m3抽查3组"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 100%"U¤²°Åbbs.3c3t.comWLÒзéu2Á | 3%"U¤²°Åbbs.3c3t.comWLÒзéu2Á |
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