试验检测项目及频率Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
序号Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 工程Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ
名称Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 试验检测对象Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 试验检测项目Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 规定的试验检测频率或要求Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 各级试验室应承担的试验检测频率Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
承包人Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 驻地办Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 中心试验室Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
7Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ
| 隧道Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ
工程Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ
| 模筑Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ
混凝土Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 衬砌厚度Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 每40m检查1个断面（无损或开孔）Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 3%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
强度Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 每台班或每50立方米3组Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 3%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
墙面平整度Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 每40m用2m直尺每侧检查2处（每处9尺）Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 20%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 3%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
衬砌后空洞探测Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 分别在拱顶及1/4拱线处，用地质雷达连续测3条线Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 20%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ 独立抽检Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
路基Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ
基础Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 基底承载力试验(全风化、强风化洞门基础)Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 20%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 3%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
混凝Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ 土路面Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 同5、水泥混凝土路面Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
锚杆Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 抗拔力Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 每300根锚杆检查1组，每组3根Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 20%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 3%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
注浆压力Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 20%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 3%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
横断Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ
面检测Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 毛洞横断面尺寸Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 每10米测1断面Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 3%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
初期支护后横断面尺寸Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
二衬后横断面尺寸Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
超前地质预报Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 导坑探测Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 声波探测每150米探测1次Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | ……Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | ……Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
超前水平岩芯钻探Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
工作面上的浅孔钻探Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
声波探测Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
8Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ
Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ
Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ
| 浆砌Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ
工程Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ
| 水泥Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 初终凝时间Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 每批或100吨抽检1次Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 20%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 3%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
安定性Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
细度Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
胶砂强度Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
石料Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 抗压强度Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 进场或换料源时检测1次Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
冻融Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
砂浆配合比设计Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 每合同段每种配合比1次Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | ……Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
砂浆Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 强度Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 每50m3抽查3组Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 100%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ | 3%Mo¬ø¹;Qbbs.3c3t.com¦ÆþÌô]dJ |
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