桥梁及结构物试验检测项目及频率 [复制链接]

序号Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

工程Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê
名称Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

试验Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

检测Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

对象Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

试验检测项目Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

规定的试验Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

检测Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

频率或要求Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

各级试验室应承担的试验检测频率Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

承包人Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

驻地办Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

中心试验室Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

6Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

桥梁与Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

结构物Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

水泥Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

细度Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

每批或100吨检查1次Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

100%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

20%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

3%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

安定性Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

初、终凝时间Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

胶砂强度Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

钢材Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

抗拉Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

每批或50吨检验1组Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

冷弯Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

焊接Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

钢绞线及高强钢丝Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

力学性能Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

每批或60吨检验1组Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

100%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

100%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

3%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

伸长率Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

松弛率Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

每合同段每批检验1组Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

外加剂Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

性能试验，匀质性试验Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

每种外加剂进行1次性能检验，同时每30吨进行1次匀质性检验Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

集料Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

筛分Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

每合同段每种配合比全面试验1次；对进场的每批材料按规范要求随机取样检查有关指标。Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

100%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

20%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

3%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

容重Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

视比重Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

含泥量Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

砂云母含量Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

压碎指标值Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

针片状含量Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

磨耗Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

石料硬度Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

碱含量Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

冲击Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

抗冻性Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

砂Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

筛分Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

含泥量Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

砼配合比设计Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

抗冻Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

每合同段每种配合比试验1次；Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

100%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

100%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

100%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

抗渗Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

配合比Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

砂浆配合比Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

配合比Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

混凝土Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

砼强度Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

每构件或每30m3抽查3组Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

100%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

100%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

3%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

坍落度Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

每工班抽查不少于4次Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

100%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

20%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

3%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

支座Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

全套指标Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

每合同段每批检验1次Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

100%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

100%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

3%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

桥面防水材料Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

伸缩缝Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

工程质量Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

桩基检测Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

无破损检测100%，取芯3%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

100%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

……Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

……Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

桩基基底岩石取芯单轴抗压强度国度过Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

人工挖孔桩100%取芯Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

100%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

20%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

3%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

桥梁荷载试验Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

每座大桥、特大桥每种结构1次Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

100%Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

……Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê

…Ü¿<vͪ½=˜Lbbs.3c3t.comô¿æ9ó\Ÿzê