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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]

1#

试验检测项目及频率%Ñ i„Òµbbs.3c3t.comè®É;{€EH

序号%Ñ i„Òµbbs.3c3t.comè®É;{€EH

工程%Ñ i„Òµbbs.3c3t.comè®É;{€EH
名称
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试验检测对象%Ñ i„Òµbbs.3c3t.comè®É;{€EH

试验检测项目%Ñ i„Òµbbs.3c3t.comè®É;{€EH

规定的试验检测频率或要求%Ñ i„Òµbbs.3c3t.comè®É;{€EH

各级试验室应承担的试验检测频率%Ñ i„Òµbbs.3c3t.comè®É;{€EH

承包人%Ñ i„Òµbbs.3c3t.comè®É;{€EH

驻地办%Ñ i„Òµbbs.3c3t.comè®É;{€EH

中心试验室%Ñ i„Òµbbs.3c3t.comè®É;{€EH

7%Ñ i„Òµbbs.3c3t.comè®É;{€EH

%Ñ i„Òµbbs.3c3t.comè®É;{€EH

隧道%Ñ i„Òµbbs.3c3t.comè®É;{€EH
工程
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模筑%Ñ i„Òµbbs.3c3t.comè®É;{€EH

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混凝土%Ñ i„Òµbbs.3c3t.comè®É;{€EH

衬砌厚度%Ñ i„Òµbbs.3c3t.comè®É;{€EH

40m检查1个断面(无损或开孔)%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

3%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

强度%Ñ i„Òµbbs.3c3t.comè®É;{€EH

每台班或每50立方米3%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

3%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

墙面平整度%Ñ i„Òµbbs.3c3t.comè®É;{€EH

40m2m直尺每侧检查2处(每处9尺)%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

20%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

3%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

衬砌后空洞探测%Ñ i„Òµbbs.3c3t.comè®É;{€EH

分别在拱顶及1/4拱线处,用地质雷达连续测3条线%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

20%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

独立抽检%Ñ i„Òµbbs.3c3t.comè®É;{€EH

路基%Ñ i„Òµbbs.3c3t.comè®É;{€EH

%Ñ i„Òµbbs.3c3t.comè®É;{€EH

基础%Ñ i„Òµbbs.3c3t.comè®É;{€EH

基底承载力试验(全风化、强风化洞门基础)%Ñ i„Òµbbs.3c3t.comè®É;{€EH

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100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

20%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

3%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

混凝%Ñ i„Òµbbs.3c3t.comè®É;{€EH

土路面%Ñ i„Òµbbs.3c3t.comè®É;{€EH

5、水泥混凝土路面%Ñ i„Òµbbs.3c3t.comè®É;{€EH

锚杆%Ñ i„Òµbbs.3c3t.comè®É;{€EH

抗拔力%Ñ i„Òµbbs.3c3t.comè®É;{€EH

300根锚杆检查1组,每组3%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

20%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

3%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

注浆压力%Ñ i„Òµbbs.3c3t.comè®É;{€EH

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100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

20%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

3%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

横断%Ñ i„Òµbbs.3c3t.comè®É;{€EH

%Ñ i„Òµbbs.3c3t.comè®É;{€EH

面检测%Ñ i„Òµbbs.3c3t.comè®É;{€EH

毛洞横断面尺寸%Ñ i„Òµbbs.3c3t.comè®É;{€EH

10米测1断面%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

3%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

初期支护后横断面尺寸%Ñ i„Òµbbs.3c3t.comè®É;{€EH

二衬后横断面尺寸%Ñ i„Òµbbs.3c3t.comè®É;{€EH

超前地质预报%Ñ i„Òµbbs.3c3t.comè®É;{€EH

导坑探测%Ñ i„Òµbbs.3c3t.comè®É;{€EH

声波探测每150米探测1%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

……%Ñ i„Òµbbs.3c3t.comè®É;{€EH

……%Ñ i„Òµbbs.3c3t.comè®É;{€EH

超前水平岩芯钻探%Ñ i„Òµbbs.3c3t.comè®É;{€EH

工作面上的浅孔钻探%Ñ i„Òµbbs.3c3t.comè®É;{€EH

声波探测%Ñ i„Òµbbs.3c3t.comè®É;{€EH

8%Ñ i„Òµbbs.3c3t.comè®É;{€EH

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浆砌%Ñ i„Òµbbs.3c3t.comè®É;{€EH
工程
%Ñ i„Òµbbs.3c3t.comè®É;{€EH

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水泥%Ñ i„Òµbbs.3c3t.comè®É;{€EH

初终凝时间%Ñ i„Òµbbs.3c3t.comè®É;{€EH

每批或100吨抽检1%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

20%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

3%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

安定性%Ñ i„Òµbbs.3c3t.comè®É;{€EH

细度%Ñ i„Òµbbs.3c3t.comè®É;{€EH

%Ñ i„Òµbbs.3c3t.comè®É;{€EH

胶砂强度%Ñ i„Òµbbs.3c3t.comè®É;{€EH

石料%Ñ i„Òµbbs.3c3t.comè®É;{€EH

抗压强度%Ñ i„Òµbbs.3c3t.comè®É;{€EH

进场或换料源时检测1%Ñ i„Òµbbs.3c3t.comè®É;{€EH

冻融%Ñ i„Òµbbs.3c3t.comè®É;{€EH

砂浆配合比设计%Ñ i„Òµbbs.3c3t.comè®É;{€EH

 %Ñ i„Òµbbs.3c3t.comè®É;{€EH

每合同段每种配合比1%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

……%Ñ i„Òµbbs.3c3t.comè®É;{€EH

砂浆%Ñ i„Òµbbs.3c3t.comè®É;{€EH

强度%Ñ i„Òµbbs.3c3t.comè®É;{€EH

50m3抽查3%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

100%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

3%%Ñ i„Òµbbs.3c3t.comè®É;{€EH

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。%Ñ i„Òµbbs.3c3t.comè®É;{€EH
最后编辑3c3t 最后编辑于 2008-03-16 21:49:09
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