现场测量表格

测 量 记 录测 量 记 录测 量 记 录测量：复核：测 量 记 录测量：复核：测 量 记 录测 量 记 录测量：复核：测 量 记 录测 量 记 录测 量 记 录测 量 记 录测 量 记 录测 量 记 录3410.2389.4433.9328.13410.9410.127533.9328.13410.8610.0733.9328.13410.399.60533.8628.13410.3639.562533.8628.13410.2759.497533.8628.13410.7459.9233.8128.13410.6239.8133.8128.13410.5539.752533.8128.13410.389.5634.7728.13410.3639.547534.7728.13410.339.502534.7728.134 1.05250.20535.7228.134 5.3575 4.5235.7228.1349.43258.652535.7228.128.128.128.128.128.128.128.128.128.128.128.128.134.510.2259.43535.4728.134.511.7310.932535.4728.134.510.3139.512535.4728.134.510.8610.087534.728.134.511.0310.227534.728.134.511.09510.312534.728.134.511.3710.577533.9328.134.511.35810.53533.9328.134.511.31810.487533.9328.128.1外边线（设计）坝中距离河底高程高差坝顶高程内边线外边线（设计）34.2511.07510.272533.9628.1 34.2510.98310.18533.9628.1 34.2510.94810.127533.9628.13410.039.212533.9828.1349.959.127533.9828.1 349.70258.877533.9828.1 3410.0139.19533.4528.1 349.79258.977533.4528.1 349.3858.587533.4528.1 3410.1339.337533.9628.1 349.96759.152533.9628.1 349.768.93533.9628.1 349.86588.328.1 3410.119.30533.9428.1 349.98259.19533.9428.1 349.7058.90533.9428.1 3410.5139.71533.9328.1 3410.3039.4933.9328.1 3410.3559.527533.9328.1 3410.2539.437533.9328.1 3410.2139.402533.9328.1 3410.199.39533.9328.1 34.510.2559.43535.4728.1 34.510.329.512535.4728.1 34.510.2359.442535.4728.1 34.58.18757.41535.8628.1 34.5 6.6175 5.80535.8628.1 34.5 6.425 5.647535.8628.1 34.5 6.5375 5.7236.2428.134.5 6.3925 5.5936.2428.134.5 6.46 5.6736.2428.134.57.97757.152536.2328.134.58.46757.6636.2328.134.57.05756.2836.2328.134.5 6.4 5.58536.2228.134.5 6.4275 5.652536.2228.134.5 6.46 5.687536.2228.134.57.02589.5528.134.5 5.77 4.9636.3128.134.5 5.7525 4.9336.3128.134.5 5.785 4.947536.3128.134.5 6.3275 5.55536.0928.134.5 6.225 5.437536.0928.134.5 6.1325 5.327536.0928.134.5 6.405 5.5836.0928.134.5 6.22 5.422536.0928.134.5 6.1325 5.327536.0928.134.5 6.995 6.202536.128.134.57.035 6.252536.128.134.5 6.9225 6.157536.128.134.5 6.9875 6.167536.2928.134.57.0225 6.19536.2928.134.57.005 6.187536.2928.134.5 6.98 6.1736.2828.134.5 6.98 6.182536.2828.134.5 6.9775 6.162536.2828.134.5 6.3025 5.472536.2928.134.5 6.2475 5.4636.2928.134.5 6.4125 5.607536.2928.134.5 6.37 5.55536.2928.134.5 6.3275 5.492536.2928.134.5 6.21 5.402536.2928.134.5 5.587589.5528.134.5 6.105 5.327536.2928.134.5 6.1525 5.337536.2928.134.5 6.17 5.36536.2928.134.5 6.9475 6.1636.2128.1日34.5 6.22 5.447536.2128.134.5 6.325 5.522536.2128.134.5 6.99 6.20536.1328.134.5 6.8775 6.087536.1328.134.5 6.86 6.052536.1328.134.57.1125 6.317535.828.134.57.035 6.2235.828.134.5 6.9675 6.162535.828.134.57.23 6.422535.4628.134.57.23 6.4335.4628.134.57.2125 6.4235.4628.135.59.0258.227538.7128.135.58.918.087538.7128.135.58.88258.0838.7128.135.58.99258.1737.6928.135.58.948.127537.6928.135.58.8958.0737.6928.135.59.10258.3138.6428.135.59.06758.272538.6428.135.58.99758.197538.6428.135.59.06258.272537.7128.135.58.9758.17537.7128.135.58.83258.047537.7128.135.5 6.152592.0528.135.58.567.73536.7528.135.58.57.687536.7528.135.58.6057.802536.7528.135.59.19758.377538.7228.135.59.19258.3738.7228.135.59.18258.352538.7228.135.58.90758.10538.7128.135.58.988.1738.7128.1外边线设计）坝中距离高差河底高程坝顶高程内边线设计）35.58.9358.152538.7128.135.59.0058.152538.7128.135.59.058.227538.7128.135.58.99258.15538.7128.135.58.9058.107537.7528.135.58.98.09537.7528.135.58.7357.92537.7528.135.58.72257.902537.7928.135.58.5757.737537.7928.135.58.49257.64537.7928.135.59.0592.0528.135.58.5257.727538.828.135.58.56257.762538.828.135.58.55757.777538.828.135.58.31257.512538.8128.135.58.29257.538.8128.135.58.5257.70538.8128.135.58.5457.747538.8228.135.58.64757.837538.8228.135.58.52257.727538.8228.135.59.01592.0528.135.58.28257.4737.8828.135.58.25757.427537.8828.135.58.197.387537.8828.135.58.0157.187537.9228.135.57.92257.102537.9228.135.57.97.062537.9228.135.57.8257.00537.9428.135.57.6025 6.777537.9428.135.57.605 6.777537.9428.1高差河底高程坝顶高程内边线设计）外边线设计）坝中距离28.135.57.837.00537.9428.135.57.61 6.787537.9428.135.57.6725 6.862537.9428.135.57.685 6.857538.9428.135.57.585 6.7738.9428.135.57.7025 6.902538.9428.135.57.85257.0637.9528.135.57.987.1737.9528.135.57.9057.107537.9528.135.57.83757.022538.4528.135.57.7675 6.95538.4528.135.57.75 6.922538.4528.135.57.6392.0528.135.57.3225 6.537539.0428.135.57.31 6.502539.0428.135.57.245 6.45539.0428.135.57.175 6.362538.5528.135.57.3125 6.487538.5528.135.57.5025 6.687538.5528.135.57.765 6.9638.9728.135.57.857.047538.9728.135.58.00257.202538.9728.135.58.5057.677537.9228.135.59.068.237537.9228.135.59.0558.217537.9228.135.58.6392.0528.135.58.5257.712537.7928.135.58.67757.8537.7928.135.58.67257.872537.7928.135.58.28757.4937.8428.135.58.37257.5637.8428.135.58.37757.587537.8428.135.58.1857.362538.928.135.58.2557.427538.928.135.58.16757.352538.928.1外边线设计）坝中距离高差河底高程坝顶高程内边线设计）35.58.187.387537.928.135.58.247.427537.928.135.58.15257.352537.928.135.58.08757.262538.9228.135.58.27257.462538.9228.135.58.1457.34538.9228.135.57.7675 6.967537.9528.135.57.82257.002537.9528.135.57.8057.0237.9528.135.57.725 6.902538.9428.135.57.72 6.9138.9428.135.57.8357.0238.9428.135.512.94512.162537.9328.135.51211.212537.9328.135.511.89511.127537.9328.135.58.75592.0528.135.59.20258.377537.8928.135.59.04258.2337.8928.135.58.9458.142537.8928.135.58.53257.7137.8428.135.58.7857.957537.8428.135.58.3957.5837.8428.135.58.72257.89538.8228.135.58.80257.987538.8228.135.58.47257.672538.8228.135.58.6157.79536.828.135.510.6859.862536.828.135.510.6889.857536.828.135.59.787592.0528.135.58.87758.077537.3928.135.512.28811.5137.3928.135.512.45511.652537.3928.135.512.15811.35538.1328.1外边线设计）坝中距离高差河底高程坝顶高程内边线设计）35.512.1711.372538.1328.135.512.13511.327538.1328.135.512.16511.362538.1328.135.512.17511.377538.1328.135.512.12311.317538.1328.135.511.71810.902537.1528.135.512.26311.437537.1528.135.512.1811.3837.1528.135.511.8511.037538.1828.135.512.2511.447538.1828.135.512.15311.35538.1828.135.511.71310.887537.228.135.511.6810.872537.228.135.511.5910.777537.228.135.510.53392.0528.135.511.42510.638.2228.135.511.25310.4438.2228.135.511.25510.452538.2228.135.58.48257.687537.8728.135.58.797.992537.8728.135.514.33513.5237.8728.135.58.23757.412538.4528.135.58.23757.417538.4528.135.58.297.4638.4528.135.57.1375 6.312538.1128.135.57.15 6.3138.1128.135.57.0925 6.277538.1128.1外边线设计）坝中距离高差河底高程坝顶高程内边线设计）35.5 3.9525 3.1437.9328.135.5 3.8175 2.987537.9328.135.57.1625 6.3637.9328.135.57.5625 6.737537.9528.135.57.5325 6.7137.9528.135.57.9157.077537.9528.135.57.867.062538.9728.135.57.97.077538.9728.135.57.9757.14538.9728.135.5 6.922592.0528.135.58.01757.2238.9628.135.58.00257.187538.9628.135.57.977.1738.9628.135.57.92757.102537.9428.135.57.977.1637.9428.135.57.947.13537.9428.135.57.957.122538.9528.135.57.9357.127538.9528.135.57.98757.16538.9528.135.57.7592.0528.135.58.12757.302536.3528.135.58.01257.212536.3528.135.58.0157.236.3528.135.57.91257.077537.9628.135.57.8757.05537.9628.135.57.81757.002537.9628.135.57.5175 6.7238.5228.135.57.626.80538.5228.1外边线设计）坝中距离高差河底高程坝顶高程内边线设计）35.57.56 6.752538.5228.135.57.15 6.3139.1128.135.57.115 6.302539.1128.135.57.0975 6.2739.1128.135.5 3.985 3.16538.9328.135.5 3.8175 2.9838.9328.135.57.1875 6.38538.9328.135.25 6.825 6.027537.7428.135.25 6.6425 5.827537.7428.135.256.4375 5.612537.7428.13512.4811.662536.5228.13512.33511.5236.5228.135 5.7825 4.997536.5228.13510.5689.77536.6228.13510.19.302536.6228.1359.1758.412536.6228.135 6.67 5.847537.7228.135 6.6775 5.852537.7228.135 4.7 3.887537.7228.1357.2125 6.387537.5928.1357.18 6.39537.5928.1357.3275 6.5237.5928.1358.207590.828.1357.8075 6.987537.4628.1357.89257.0737.4628.1357.9457.1137.4628.1358.17257.362537.3528.1357.967.162537.3528.1357.36 6.55537.3528.1358.9658.1637.2428.1359.0358.212537.2428.1359.098.262537.2428.1358.8057.98537.1928.1358.48757.687537.1928.1358.5057.71537.1928.1外边线设计）坝中距离高差河底高程坝顶高程内边线设计）359.67258.837536.0428.1359.8159.012536.0428.1359.65258.837536.0428.13510.0259.202536.1328.1357.5375 6.712536.1328.1359.648.827536.1328.1359.41258.58537.2228.1359.9259.10537.2228.1359.81259.012537.2228.13510.0190.828.1359.8259.052537.1928.1359.99259.222537.1928.13510.1789.377537.1928.1359.11258.287537.1728.1359.11758.30537.1728.1359.27758.437537.1728.134 6.06 5.262534.828.134 6.07 5.26534.828.134 6.03255.2334.828.1外边线设计）坝中距离高差河底高程坝顶高程内边线设计）外边线设计）坝中距离高差河底高程坝顶高程内边线设计）34 4.4475 3.63533.7528.1。

工程测量方案表格项目名称：XXX 工程测量方案项目编号：XXX-2019编制单位：XXX测量有限公司编制时间：2019年XX月XX日1. 项目概况项目名称：XXX工程项目地点：XXX市XXX区XXX路项目业主：XXX有限公司项目规模：XX平方米项目内容：该项目为新建XXXX，涉及地形测量、建筑测量、设备安装测量等多个方面。

2. 测量任务（1）地形测量地形测量范围：整个项目范围内测量目的：获取地面高程数据，为后续设计施工提供基础数据（2）建筑测量建筑物测量范围：主体建筑和附属建筑测量目的：获取建筑物的平面图和立面图，为设计提供依据（3）设备安装测量设备安装位置：项目内各个设备安装位置测量目的：确保设备安装位置准确无误，为后续施工提供基础数据3. 测量方法（1）地形测量采用全站仪+GPS测量的方式，以各个关键点为基准点进行高程测量。

（2）建筑测量采用激光测距仪和测距枪测量建筑物的平面图和立面图，辅助采用全站仪进行精确测量。

（3）设备安装测量采用激光测距仪和全站仪进行设备安装位置的精确测量，并进行标记。

4. 测量仪器及设备（1）全站仪品牌：XXX型号：XXX数量：2台用途：地形测量、建筑测量、设备安装测量（2）GPS定位仪品牌：XXX型号：XXX数量：1台用途：辅助地形测量（3）激光测距仪品牌：XXX型号：XXX数量：2台用途：建筑测量、设备安装测量（4）测距枪品牌：XXX型号：XXX数量：3支用途：建筑测量5. 测量人员（1）总监测量师姓名：XXX执业资格证书编号：XXX经验：XX年（2）测量工程师姓名：XXX执业资格证书编号：XXX经验：XX年（3）测量技术员姓名：XXX执业资格证书编号：XXX经验：XX年6. 测量安全措施（1）测量人员必须佩戴安全帽、安全鞋、手套等个人防护装备。

（2）在进行测量操作时，必须遵守现场施工规章制度，做好安全防护工作。

（3）在进行高空或特殊环境测量时，必须采取安全防护措施，确保测量人员安全。

6
共选取2栋楼，每一层楼电梯前室为1个测区，合计6个测区，参照设计图纸要求对比现 场是否符合，符合计1，不符合计0.
6
共选取2栋楼，每一层楼电梯前室为1个测区，合计6个测区，参照设计图纸要求对比现 场是否符合，符合计1，不符合计1.
设备安装合计
每一个功能房间地面都可以作为1个实测区。任选同一功能房间地面的2个对角区域，按
本指标原则上在抹灰阶段或底盒标高调整并固定完成测量。每一个功能房间作为1个实
36
测区。在所选套房的某一功能房间内，使用激光扫平仪在墙面打出一条水平线。以该水 平线为基准，用钢卷尺测量该房间内同一标高各电气底盒上口内壁至水平基准线的距离
。选取其与水平基准线之间实测值的极差，作为判断该实测指标合格率的1个计算点。
任选长边墙两面中一面作为1个检测区。当墙长小于3米时，同一面墙距两端头竖向阴阳
角约30CM位置，分别按靠尺顶端接触到上部砼顶板位置及靠尺底端接触到下部地面位置
60
测2次垂直度，这2个实测值分别作为该实测指标合格率的2个计算点。当墙长度大于3米 时，需在墙长度中间位置靠尺在高度方向居中处加测1次，3个实测值分别作为该实测指
墙体厚度。这3次实测值之间极差值作为判断该实测指标合格率的1个计算点。外墙凸窗
框内侧墙体，沿着与内墙面垂直方向，分别测量凸窗台面两端头部位窗框与内墙抹灰完 30 成面之间的距离。2个实测值之间极差值作为判断该实测指标合格率的1个计算点。
所选户型内每一自然间每一墙面作为1个实测区。每一自然间内所有墙体全检。1个实测 30 区取1个实测值。1个实测值作为1个合格率计算点。所选2套房累计30个实测区，不满足
[0，2]mm 光面石材墙
粘贴
面：[0，3]mm

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项目名称
检测部经理
项目地点
项目负责人
检查人
检查日期
检查内容
序号
检查项目
检查情况记录
1
现场负责人（授权负责人）是否
到位
2
现场检测人员是否到位
3
仪器、设备配置是否合理、能否满足项目需求
4
人员配置是否合理，能否满足项目需求
5
现场检测工作是否按照技术规程进行操作
6
检测环境是否满足技术标准规定的要求
16
整改要求：
7
是否建立报告台账，并记录清晰
序号
检查项目
检查情况记录
8
检测报告盖章是否齐全，பைடு நூலகம்档是否规范
9
检测报告及原始记录签字是否齐全、有效
10
原始记录划改是否规范
11
是否有虚假报告或虚假原始数
据
12
使用的仪器是否在检定（校准）有效期内
13
仪器使用记录信息是否及时、完整
14
是否有需要整改项目，整改进展如何
15
其它：