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） - 监理检测网论坛,检测网论坛,检测论坛,试验检测论坛,监理检测论坛,试验检测网,工程检测论坛,监理论坛,监理网,检测网,试验检测考试论坛,检测师考试论坛,助理试验检测师考试,试验检测师考试,试验检测考试报名,试验检测考试现场审核

2007lkj - 2008/3/16 21:26:00

试验检测项目及频率Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
序号Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	工程Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× 名称Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	试验检测对象Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	试验检测项目Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×		规定的试验检测频率或要求Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	各级试验室应承担的试验检测频率Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
						承包人Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	驻地办Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	中心试验室Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
7Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	隧道Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× 工程Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	模筑Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× 混凝土Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	衬砌厚度Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×		每40m检查1个断面（无损或开孔）Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	3%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
			强度Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×		每台班或每50立方米3组Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	3%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
			墙面平整度Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×		每40m用2m直尺每侧检查2处（每处9尺）Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	20%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	3%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
			衬砌后空洞探测Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×		分别在拱顶及1/4拱线处，用地质雷达连续测3条线Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	20%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× 独立抽检Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
		路基Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× 基础Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	基底承载力试验(全风化、强风化洞门基础)Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×		Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	20%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	3%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
		混凝Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× 土路面Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	同5、水泥混凝土路面Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
		锚杆Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	抗拔力Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	每300根锚杆检查1组，每组3根Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×		100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	20%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	3%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
			注浆压力Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×		100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	20%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	3%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
		横断Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× 面检测Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	毛洞横断面尺寸Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	每10米测1断面Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×		100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	3%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
			初期支护后横断面尺寸Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
			二衬后横断面尺寸Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
		超前地质预报Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	导坑探测Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	声波探测每150米探测1次Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×		100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	……Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	……Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
			超前水平岩芯钻探Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
			工作面上的浅孔钻探Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
			声波探测Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
8Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	浆砌Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× 工程Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã× Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	水泥Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	初终凝时间Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	每批或100吨抽检1次Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×		100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	20%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	3%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
			安定性Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
			细度Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
			Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
			胶砂强度Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
		石料Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	抗压强度Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	进场或换料源时检测1次Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
			冻融Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
		砂浆配合比设计Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	每合同段每种配合比1次Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×		100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	……Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×
		砂浆Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	强度Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	每50m3抽查3组Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×		100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	100%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×	3%Ï nkRFbbs.3c3t.com©öJÞ@½¡Ã×

注：本表所列试验检测项目及频率等，如与《技术规范》（合同文件第二卷）或业主的有关规定矛盾时，按《技术规范》或有关规定执行；否则，按本表规定执行。