施工放线测量记录表(自动计算)

1、 施工放线测量记录表编号: 第 页 共 页测点范围k2+071.226箱涵基础仪器编号pentaxr-322mjd2全站仪测点桩号设计坐标实测坐标计算距离(m)计算角度()计算水平度盘读数()距离读数(m)竖盘读数()实测距离(m)实测水平度盘读数()实测角度()xyxyk9+800左02526737.433416442.6112526737.426416442.61489.999179341435617989.99989.99235617151793420k9+810左02526727.458416443.3182526727.465416443.31579.9991793647356194

2、279.99980.00735619361793641k9+820左02526717.482416444.0102526717.475416444.00669.9991793920356221569.99969.993356222179397k9+830左02526707.505416444.6882526707.509416444.68259.9991794155356245059.99960.00435624301794134k9+840左02526697.527416445.3512526697.534416445.34650179443035627255050.007356274179

3、449k9+850左02526687.548416445.9982526687.551416445.99440179465935629544040.00335629321794637k9+860左02526677.568416446.6312526677.560416446.62930179493335632283029.99135632141794919k9+870左02526667.587416447.2492526667.582416447.2432017952435634592019.9953563358179513k9+880左02526657.605416447.852252665

4、7.600416447.8499.999179542835637239.9999.99435636101795315k9+890左02526647.623416448.4412526647.624416448.450018317500000.0098410472672752k9+900左02526637.639416449.0142526637.633416449.0211000017642551010.00717640323595737计算数据测站点坐标x=2526647.623y=416448.441对点观测数据斜距离d=草 图后视点坐标x=2526637.639y=416449.014竖直度盘q=距 离 ab=10实测水平距离ab=-0.002水平度盘1764255自检意见监理意见测量 计算复核技术主办项目主管测量日期 年 月 日桩号边长左负右正测测站站坐坐标标2526647.623416448.441k9+8000后后视视坐坐标标2526637.639416449.014