试验检测项目及频率Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
序号Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 工程Ðé,H.¼½<bbs.3c3t.comÔ83í7$
名称Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 试验检测对象Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 试验检测项目Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 规定的试验检测频率或要求Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 各级试验室应承担的试验检测频率Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
承包人Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 驻地办Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 中心试验室Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
7Ðé,H.¼½<bbs.3c3t.comÔ83í7$ Ðé,H.¼½<bbs.3c3t.comÔ83í7$
| 隧道Ðé,H.¼½<bbs.3c3t.comÔ83í7$
工程Ðé,H.¼½<bbs.3c3t.comÔ83í7$ Ðé,H.¼½<bbs.3c3t.comÔ83í7$
| 模筑Ðé,H.¼½<bbs.3c3t.comÔ83í7$ Ðé,H.¼½<bbs.3c3t.comÔ83í7$
混凝土Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 衬砌厚度Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 每40m检查1个断面（无损或开孔）Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 3%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
强度Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 每台班或每50立方米3组Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 3%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
墙面平整度Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 每40m用2m直尺每侧检查2处（每处9尺）Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 20%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 3%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
衬砌后空洞探测Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 分别在拱顶及1/4拱线处，用地质雷达连续测3条线Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 20%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ 独立抽检Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
路基Ðé,H.¼½<bbs.3c3t.comÔ83í7$ Ðé,H.¼½<bbs.3c3t.comÔ83í7$
基础Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 基底承载力试验(全风化、强风化洞门基础)Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 20%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 3%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
混凝Ðé,H.¼½<bbs.3c3t.comÔ83í7$ 土路面Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 同5、水泥混凝土路面Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
锚杆Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 抗拔力Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 每300根锚杆检查1组，每组3根Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 20%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 3%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
注浆压力Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 20%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 3%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
横断Ðé,H.¼½<bbs.3c3t.comÔ83í7$ Ðé,H.¼½<bbs.3c3t.comÔ83í7$
面检测Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 毛洞横断面尺寸Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 每10米测1断面Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 3%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
初期支护后横断面尺寸Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
二衬后横断面尺寸Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
超前地质预报Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 导坑探测Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 声波探测每150米探测1次Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | ……Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | ……Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
超前水平岩芯钻探Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
工作面上的浅孔钻探Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
声波探测Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
8Ðé,H.¼½<bbs.3c3t.comÔ83í7$ Ðé,H.¼½<bbs.3c3t.comÔ83í7$
Ðé,H.¼½<bbs.3c3t.comÔ83í7$ Ðé,H.¼½<bbs.3c3t.comÔ83í7$
Ðé,H.¼½<bbs.3c3t.comÔ83í7$ Ðé,H.¼½<bbs.3c3t.comÔ83í7$
| 浆砌Ðé,H.¼½<bbs.3c3t.comÔ83í7$
工程Ðé,H.¼½<bbs.3c3t.comÔ83í7$ Ðé,H.¼½<bbs.3c3t.comÔ83í7$
| 水泥Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 初终凝时间Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 每批或100吨抽检1次Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 20%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 3%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
安定性Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
细度Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
胶砂强度Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
石料Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 抗压强度Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 进场或换料源时检测1次Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
冻融Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
砂浆配合比设计Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 每合同段每种配合比1次Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | ……Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
砂浆Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 强度Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 每50m3抽查3组Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 100%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ | 3%Ðé,H.¼½<bbs.3c3t.comÔ83í7$ |
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