预制混凝土构件结合面粗糙度检测方法、受弯预制构件结构性能检验、现场原位取样检测钢筋套筒灌浆连接质量.docx
《预制混凝土构件结合面粗糙度检测方法、受弯预制构件结构性能检验、现场原位取样检测钢筋套筒灌浆连接质量.docx》由会员分享,可在线阅读,更多相关《预制混凝土构件结合面粗糙度检测方法、受弯预制构件结构性能检验、现场原位取样检测钢筋套筒灌浆连接质量.docx(35页珍藏版)》请在第壹文秘上搜索。
1、附录A指示表量值溯源要求表A指示我状使溯源要求检定/校准项目检定/校准拿数技术要求指示表指示表行程(mm)分度值刈垃能困/0.01X0.1SW3超过量不小于0.33S!0超过量不小干0.5IOSI超过量不小于1.00.002S10超过Ift不小于0.050.001S5招过信不小于QQ5示值变动性(mm)分度值0.1SW300.01300.0250S1.0.030.01SW1.o0.0031.0S5()0.0050.2SW1.O0.00050.001S50.0005指示我示值变动性(mm)分度(ft0.01IVSW1000.010.0051S1(X)0.0050.1.s0.001IVSWIo0.
2、002IOS3O0.003指针式指示表设若mm)分度假测量范时任意0.05mm任意0.1mm任意0.2mm任意Imm全贵程回程误差限0.1so/0.030.040.02IOS2O/0.03().050.022OS3O/0.030.060.0230VSWsO/0.030.080.0350S1./0.030.100.030.01S3/0.50.0060.0100.0140.0033S5/0.0050.0060.0100.0160.0035S10/0.(X)50.006().0100.0200.003IOVSW20/0.0250.0052OS3O/0.0550.007指示表指针式指示30S50/0.
3、0400.008表误差(mm)50S100/0.0500.0090.(M)2S1.0.003/o.M/0.0070.0021S30.003/0.005/0.0090.0023S50.003/0.005/0.0110.0025S100.003I0.005/0.0120.002().(X)1SWI0.002/0.003/0.0050.0021253S50.0025/0.00350.0050.009O.(KX25数显式指示表误差mm)0.01S10/0.01/0.020.0110S30/0.010.02/0.030.0130S50/0.01/0.020.030.0150S100/0.01/0.020
4、.030.010.5SW1.O/0.010/0.0150.005IOS3O/0.0100.010/0.0150.530S50/0.010/0.0150.0200.005指示表0.1.S1.0.002/0.0030.001120.003/0.0050.0023S100.(MG0.003().(XM/0.0070.(X)210S300.0020.0030.0050.0100.003附录B试验箫量值溯源要求表B1.金属丝编制试验筛量值溯源要求检定/校准项目检定/校准参数晞孔基本尺寸技术要求任意笳孔尺寸最大偏差+x尺寸平均偏差y最大标准偏淹金网统直径Wdzdrwn金园丝编制试验筛筛孔尺寸偏空及金属直径
5、(mm)12S4.513.66/9.26.81124.153.29/1063.993.12/7.25.41003.822.94/903532.66/803.242.37/753.092.22/712.972.10I6.44.8632.711.87/562.491.67/S.84.3532.391.58表B1.金属丝编制试验筛量值溯源要求(续)金规”编制试验筛筛孔尺寸偏差及金周直径(mm)502.291.49/5.843452.121.351.05.23.8401.941.201.037.51.851.131.035.51.781.071.04.63.431.S1.630.951.0281.S0
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- 关 键 词:
- 预制 混凝土 构件 结合 粗糙 检测 方法 预制构件 结构 性能 检验 现场 原位 取样 钢筋 套筒 灌浆 连接 质量
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