试验检测项目及频率XÅx¾G(bbs.3c3t.comë«uLãT = |
序号XÅx¾G(bbs.3c3t.comë«uLãT = | 工程XÅx¾G(bbs.3c3t.comë«uLãT =
名称XÅx¾G(bbs.3c3t.comë«uLãT = | 试验检测对象XÅx¾G(bbs.3c3t.comë«uLãT = | 试验检测项目XÅx¾G(bbs.3c3t.comë«uLãT = | 规定的试验检测频率或要求XÅx¾G(bbs.3c3t.comë«uLãT = | 各级试验室应承担的试验检测频率XÅx¾G(bbs.3c3t.comë«uLãT = |
承包人XÅx¾G(bbs.3c3t.comë«uLãT = | 驻地办XÅx¾G(bbs.3c3t.comë«uLãT = | 中心试验室XÅx¾G(bbs.3c3t.comë«uLãT = |
7XÅx¾G(bbs.3c3t.comë«uLãT = XÅx¾G(bbs.3c3t.comë«uLãT =
| 隧道XÅx¾G(bbs.3c3t.comë«uLãT =
工程XÅx¾G(bbs.3c3t.comë«uLãT = XÅx¾G(bbs.3c3t.comë«uLãT =
| 模筑XÅx¾G(bbs.3c3t.comë«uLãT = XÅx¾G(bbs.3c3t.comë«uLãT =
混凝土XÅx¾G(bbs.3c3t.comë«uLãT = | 衬砌厚度XÅx¾G(bbs.3c3t.comë«uLãT = | 每40m检查1个断面（无损或开孔）XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 3%XÅx¾G(bbs.3c3t.comë«uLãT = |
强度XÅx¾G(bbs.3c3t.comë«uLãT = | 每台班或每50立方米3组XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 3%XÅx¾G(bbs.3c3t.comë«uLãT = |
墙面平整度XÅx¾G(bbs.3c3t.comë«uLãT = | 每40m用2m直尺每侧检查2处（每处9尺）XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 20%XÅx¾G(bbs.3c3t.comë«uLãT = | 3%XÅx¾G(bbs.3c3t.comë«uLãT = |
衬砌后空洞探测XÅx¾G(bbs.3c3t.comë«uLãT = | 分别在拱顶及1/4拱线处，用地质雷达连续测3条线XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 20%XÅx¾G(bbs.3c3t.comë«uLãT = 独立抽检XÅx¾G(bbs.3c3t.comë«uLãT = |
路基XÅx¾G(bbs.3c3t.comë«uLãT = XÅx¾G(bbs.3c3t.comë«uLãT =
基础XÅx¾G(bbs.3c3t.comë«uLãT = | 基底承载力试验(全风化、强风化洞门基础)XÅx¾G(bbs.3c3t.comë«uLãT = | XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 20%XÅx¾G(bbs.3c3t.comë«uLãT = | 3%XÅx¾G(bbs.3c3t.comë«uLãT = |
混凝XÅx¾G(bbs.3c3t.comë«uLãT = 土路面XÅx¾G(bbs.3c3t.comë«uLãT = | 同5、水泥混凝土路面XÅx¾G(bbs.3c3t.comë«uLãT = |
锚杆XÅx¾G(bbs.3c3t.comë«uLãT = | 抗拔力XÅx¾G(bbs.3c3t.comë«uLãT = | 每300根锚杆检查1组，每组3根XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 20%XÅx¾G(bbs.3c3t.comë«uLãT = | 3%XÅx¾G(bbs.3c3t.comë«uLãT = |
注浆压力XÅx¾G(bbs.3c3t.comë«uLãT = | XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 20%XÅx¾G(bbs.3c3t.comë«uLãT = | 3%XÅx¾G(bbs.3c3t.comë«uLãT = |
横断XÅx¾G(bbs.3c3t.comë«uLãT = XÅx¾G(bbs.3c3t.comë«uLãT =
面检测XÅx¾G(bbs.3c3t.comë«uLãT = | 毛洞横断面尺寸XÅx¾G(bbs.3c3t.comë«uLãT = | 每10米测1断面XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 3%XÅx¾G(bbs.3c3t.comë«uLãT = |
初期支护后横断面尺寸XÅx¾G(bbs.3c3t.comë«uLãT = |
二衬后横断面尺寸XÅx¾G(bbs.3c3t.comë«uLãT = |
超前地质预报XÅx¾G(bbs.3c3t.comë«uLãT = | 导坑探测XÅx¾G(bbs.3c3t.comë«uLãT = | 声波探测每150米探测1次XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | ……XÅx¾G(bbs.3c3t.comë«uLãT = | ……XÅx¾G(bbs.3c3t.comë«uLãT = |
超前水平岩芯钻探XÅx¾G(bbs.3c3t.comë«uLãT = |
工作面上的浅孔钻探XÅx¾G(bbs.3c3t.comë«uLãT = |
声波探测XÅx¾G(bbs.3c3t.comë«uLãT = |
8XÅx¾G(bbs.3c3t.comë«uLãT = XÅx¾G(bbs.3c3t.comë«uLãT =
XÅx¾G(bbs.3c3t.comë«uLãT = XÅx¾G(bbs.3c3t.comë«uLãT =
XÅx¾G(bbs.3c3t.comë«uLãT = XÅx¾G(bbs.3c3t.comë«uLãT =
| 浆砌XÅx¾G(bbs.3c3t.comë«uLãT =
工程XÅx¾G(bbs.3c3t.comë«uLãT = XÅx¾G(bbs.3c3t.comë«uLãT =
| 水泥XÅx¾G(bbs.3c3t.comë«uLãT = | 初终凝时间XÅx¾G(bbs.3c3t.comë«uLãT = | 每批或100吨抽检1次XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 20%XÅx¾G(bbs.3c3t.comë«uLãT = | 3%XÅx¾G(bbs.3c3t.comë«uLãT = |
安定性XÅx¾G(bbs.3c3t.comë«uLãT = |
细度XÅx¾G(bbs.3c3t.comë«uLãT = |
XÅx¾G(bbs.3c3t.comë«uLãT = |
胶砂强度XÅx¾G(bbs.3c3t.comë«uLãT = |
石料XÅx¾G(bbs.3c3t.comë«uLãT = | 抗压强度XÅx¾G(bbs.3c3t.comë«uLãT = | 进场或换料源时检测1次XÅx¾G(bbs.3c3t.comë«uLãT = |
冻融XÅx¾G(bbs.3c3t.comë«uLãT = |
砂浆配合比设计XÅx¾G(bbs.3c3t.comë«uLãT = | XÅx¾G(bbs.3c3t.comë«uLãT = | 每合同段每种配合比1次XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | ……XÅx¾G(bbs.3c3t.comë«uLãT = |
砂浆XÅx¾G(bbs.3c3t.comë«uLãT = | 强度XÅx¾G(bbs.3c3t.comë«uLãT = | 每50m3抽查3组XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 100%XÅx¾G(bbs.3c3t.comë«uLãT = | 3%XÅx¾G(bbs.3c3t.comë«uLãT = |
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