试验检测项目及频率¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
序号¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 工程¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y 名称¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 试验检测对象¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 试验检测项目¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 规定的试验检测频率或要求¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 各级试验室应承担的试验检测频率¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
承包人¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 驻地办¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 中心试验室¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
7¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y ¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y
| 隧道¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y 工程¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y ¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y
| 模筑¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y ¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y
混凝土¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 衬砌厚度¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 每40m检查1个断面(无损或开孔)¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 3%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
强度¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 每台班或每50立方米3组¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 3%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
墙面平整度¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 每40m用2m直尺每侧检查2处(每处9尺)¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 20%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 3%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
衬砌后空洞探测¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 分别在拱顶及1/4拱线处,用地质雷达连续测3条线¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 20%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y 独立抽检¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
路基¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y ¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y
基础¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 基底承载力试验(全风化、强风化洞门基础)¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | ¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 20%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 3%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
混凝¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y 土路面¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 同5、水泥混凝土路面¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
锚杆¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 抗拔力¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 每300根锚杆检查1组,每组3根¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 20%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 3%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
注浆压力¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | ¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 20%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 3%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
横断¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y ¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y
面检测¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 毛洞横断面尺寸¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 每10米测1断面¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 3%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
初期支护后横断面尺寸¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
二衬后横断面尺寸¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
超前地质预报¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 导坑探测¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 声波探测每150米探测1次¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | ……¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | ……¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
超前水平岩芯钻探¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
工作面上的浅孔钻探¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
声波探测¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
8¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y ¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y
¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y ¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y
¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y ¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y
| 浆砌¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y 工程¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y ¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y
| 水泥¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 初终凝时间¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 每批或100吨抽检1次¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 20%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 3%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
安定性¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
细度¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
胶砂强度¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
石料¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 抗压强度¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 进场或换料源时检测1次¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
冻融¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
砂浆配合比设计¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | ¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 每合同段每种配合比1次¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | ……¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
砂浆¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 强度¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 每50m3抽查3组¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 100%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y | 3%¬*ÉÀÔçbbs.3c3t.comÌòðr¨Âå2-y |
| | | | | | | | |