隧道与浆砌工程试验检测项目及频率（监理承包人中心试验室） [复制链接]

试验检测项目及频率ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

序号ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

工程ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j
名称ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

试验检测对象ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

试验检测项目ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

规定的试验检测频率或要求ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

各级试验室应承担的试验检测频率ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

承包人ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

驻地办ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

中心试验室ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

7ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

隧道ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j
工程ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

模筑ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

混凝土ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

衬砌厚度ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

每40m检查1个断面（无损或开孔）ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

3%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

强度ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

每台班或每50立方米3组ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

3%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

墙面平整度ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

每40m用2m直尺每侧检查2处（每处9尺）ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

20%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

3%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

衬砌后空洞探测ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

分别在拱顶及1/4拱线处，用地质雷达连续测3条线ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

20%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

独立抽检ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

路基ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

基础ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

基底承载力试验(全风化、强风化洞门基础)ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

　ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

20%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

3%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

混凝ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

土路面ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

同5、水泥混凝土路面ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

锚杆ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

抗拔力ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

每300根锚杆检查1组，每组3根ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

20%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

3%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

注浆压力ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

　ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

20%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

3%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

横断ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

面检测ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

毛洞横断面尺寸ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

每10米测1断面ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

3%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

初期支护后横断面尺寸ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

二衬后横断面尺寸ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

超前地质预报ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

导坑探测ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

声波探测每150米探测1次ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

……ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

……ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

超前水平岩芯钻探ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

工作面上的浅孔钻探ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

声波探测ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

8ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

浆砌ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j
工程ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

水泥ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

初终凝时间ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

每批或100吨抽检1次ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

20%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

3%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

安定性ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

细度ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

胶砂强度ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

石料ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

抗压强度ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

进场或换料源时检测1次ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

冻融ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

砂浆配合比设计ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

　ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

每合同段每种配合比1次ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

……ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

砂浆ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

强度ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

每50m3抽查3组ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

100%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j

3%ÃMDqy^٘gbbs.3c3t.comÑvíMñ/‰`j