测量沉桩(正侧面基线控制)现场相关数据记录表

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1、桩号测站高程ZTTCIH1I仪高（I）桩顶高程（H桩）水平距（S）a水位天气温度水平偏位高程差值记录日期记录人备注H测尸(m)(m)(m)(m)0""(m)(mm)(mm)A1927」0023.955.219A2027」0023.9513.019A2127」0023.9520.819A2227.10023.9528.619A2327」0023.9536.419A2427.10023.9544.219A2527」0023.9552.019A2627」0023.9559.819A2727.10023.

2、9567.619A2827.10023.9575.419A3927」0023.9583.219A3027.10023.9591.019A3127」0023.9598.819A3227.10023.95106.619A3327.10023.95114.419A3427」0023.95122.219计算公式a=tg-l{(II站+I-H桩)/S}+90°桩号测站高程ZTTCIH1I仪高（I）桩顶高程（H桩）水平距（S）a水位天气温度水平偏位高程差值记录日期记录人备注H测尸(m)(m)(m)(m)0""

3、(m)(mm)(mm)B1927.12523.955.219B2027.12523.9513.019B2127.12523.9520.819B2227.12523.9528.619B2327.12523.9536.419B2427.12523.9544.219B2527.12523.9552.019B2627.12523.9559.819B2727.12523.9567.619B2827.12523.9575.419B3927.12523.9583.219B3027.12523.9591.019B31

4、27.12523.9598.819B3227.12523.95106.619B3327.12523.95114.419B3427.12523.95122.219计算公式a=tg-l{(II站+I-H桩)/S}+90°桩号测站高程ZTTCIH1I仪高（I）桩顶高程（H桩）水平距（S）a水位天气温度水平偏位高程差值记录日期记录人备注VH测尸(m)(m)(m)(m)0""(m)(mm)(mm)C1927.13523.955.219C2027.13523.9513.019C2127.13523.9520.8

5、19C2227.13523.9528.619C2327.13523.9536.419C2427.13523.9544.219C2527.13523.9552.019C2627.13523.9559.819C2727.13523.9567.619C2827.13523.9575.419C3927.13523.9583.219C3027.13523.9591.019C3127.13523.9598.819C3227.13523.95106.619C3327.13523.95114.419C3427.135

6、23.95122.219计算公式a=tg-l{(II站+I-H桩)/S}+90°桩号测站高程ZTTCIH1I仪高（I）桩顶高程（H桩）水平距（S）a水位天气温度水平偏位高程差值记录日期记录人备注H测尸(m)(m)(m)(m)0""(m)(mm)(mm)D1927.15623.955.219D2027.15623.9513.019D2127.15623.9520.819D2227.15623.9528.619D2327.15623.9536.419D2427.15623.9544.219D2527.

7、15623.9552.019D2627.15623.9559.819D2727.15623.9567.619D2827.15623.9575.419D3927.15623.9583.219D3027.15623.9591.019D3127.15623.9598.819D3227.15623.95106.619D3327.15623.95114.419D3427.15623.95122.219计算公式a=tg-l{(II站+I-H桩)/S}+90°桩号测站高程ZTTCIH1I仪高（I）桩顶高程（H桩）

8、水平距（S）a水位天气温度水平偏位高程差值记录日期记录人备注(m)(m)(m)(m)0""(m)(mm)(mm)E1927.14023.955.219E2027.14023.9513.019E2127.14023.9520.819E2227.14023.9528.619E2327.14023.9536.419E2427.14023.9544.219E2527.14023.9552.019E2627.14023.9559.819E2727.14023.95