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[推荐] EXCEL 在测量计算中的应用 [复制链接]

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  • 2006-09-02
积极奉献者论坛版主勋章监理工程师勋章爱心志愿者忠诚勋章论坛元老
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发表于 2006-10-25 12:29 |只看楼主
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1 前言 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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随着计算机电脑网络和多媒体技术的发展普及，电脑在我们工作和生产中的应用越来越普遍，计算机的操作平台也由DOS过渡成为WINDOWS95、98系列。OFFICE97已成为我们办公必备软件。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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2 电子表格——EXCEL 简介 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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2.1引用：引用的作用在于标识工作表上的单元格或单元格区域，并指明公式中所使用的数据的位置。通过引用，可以在公式中使用工作表不同部分的数据，或者在多个公式中使用同一单元格的数值。还可以引用同一工作簿不同工作表的单元格、不同工作簿的单元格、甚至其它应用程序中的数据。引用不同工作簿中的单元格称为外部引用。引用其它程序中的数据称为远程引用。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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当复制使用相对引用的公式时，被粘贴公式中的引用将被更新，并指向与当前公式位置相对应的其它单元格。如果不希望在复制公式时，引用发生改变，请使用绝对引用。例如，如果公式将单元格 A5乘以单元格 C1（＝A5*C1），现在将公式复制到另一单元格中，则公式中的两个引用都将改变。如果在不希望改变的引用前加一个美元符号（$），就可以对单元格 C1 进行绝对引用。如果要对单元格 C1 进行绝对引用，请如下在公式中加入美元符号：=A5*$C$1 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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3、 EXCEL在测量计算中的应用 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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3.1坐标计算 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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我们可以把路中线分解成为：直线段、前缓和曲线段、圆曲线段、后缓和曲线段分别计算。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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3.1.1 资料表（ZL） ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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启动系统，进入EXCEL后，在电子表格中输入基本文字及表头。如交点桩号、JDX、JDY、方位角等等。为了叙述方便我们以石黄高速K25+800——K36+000段为例把表格定为40行。如表1 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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在表中键入路线的路由特征及曲线要素。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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然后选第二个工作表。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

3.1.2 直线段（ZX—1）如表2 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

                                                       表2 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë
                        ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

表中第1、2、行数据源自资料表: ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

B1=zl!D2；E1=zl!B2；G1=ZL!C2；B2=E1；E2=G1；G3=$B$1； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

表中第3行为表格排列： ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

A4=$G$2； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

B4=(A4-$G$2)*COS(RADIANS(ZL!$K$2))+$B$2； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

C4=(A4-$G$2)*SIN(RADIANS(ZL!$K$2))+$E$2； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

E4=A40+20； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

F4=(E4-$G$2)*COS(RADIANS(ZL!$K$2))+$B$2； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

G4=(E4-$G$2)*SIN(RADIANS(ZL!$K$2))+$E$2； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

A5=INT(A4/20)*20+20；E5=INT(E4/20)*20+20； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë


其余单元格分别为选中该列已定义完的单元格按住鼠标向下一拖，即可得到所要桩号坐标。其中“RADIANS（）”函数意义为将“（）”内的角度数值变为弧度. ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë


ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

3.1.3第一缓和曲线段（HH1——1）如表3 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

                                                        表3 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë
                        ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

表中第1、2、行数据源自资料表: ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

B1=ZL!F3   ；D1=ZL!G3   ；F1=ZL!K2  ； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

H1=ZL!D3-ZL!E3  ；B2=ZL!E3*COS(RADIANS($F$1+180))+ZL!B3  ； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

D2=ZL!E3*SIN(RADIANS($F$1+180))+ZL!C3  ； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

F2=ZL!M3  ；A4=$H$1  ；B4=$H$1-A4  ； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

G6=(E6-$E$3)*SIN(RADIANS(ZL!$K$3))+$E$4  ； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë


这样就完成了“直线——缓和曲线——圆曲线——缓和曲线——直线”的计算过程。如果下面还有需要计算，就将“HH1——1”“YQX1”“HH1——2”“ZX2”这四个工作表复制在后面的工作表中即可。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

3.2路基高程计算： ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

路基高程计算就很简单了，下面以‘石—黄高速公路石衡界至沧州市段衡水市分段’中K25+800——K26+520为例：(表7) ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë


                                                             表7 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë
                        ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

   其中：K25+800——K25+915段纵坡I=-0.0006； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

     K25+915——K26+185段为凹竖曲线，半径R=300000，T=135； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

     K26+185——K26+300段纵坡I=+0.0003； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

     K26+300——K26+500段为凸竖曲线，半径R=200000，T=100； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

     K26+500—— 段纵坡I=-0.0007； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

     G2=20.4  ； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

     G3=G2+(A3-A2)*-0.0006  ； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

     G4——G8由G3单元格拖出。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

     G9=$G$8-(A9-$A$8)*0.0006+(A9-$A$8)^2/2/300000  ； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

     G10——G23由G3单元格拖出。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

     G24=G23+(A24-A23)*0.0003  ； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

     G25——G29由G3单元格拖出。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

     G30=$G$29+(A30-$A$29)*(0.0003)-(A30-$A$29)^2/2/200000  ； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

     G31——G39由G3单元格拖出。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

     G40=G39-(A40-A39)*0.0007  ； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

     G41——由G3单元格拖出。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë


3.3路基高程的验收比较 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

路基交验工作是我们经常遇到的，其中最繁琐的就是路基高程的验收比较，对路基高程与设计高程做出比较，我们才可以知道所接收的路基是低还是高，高的需要挖掉，低的需要重新处理，也就可以进行高程索赔。下面我以石黄高速公路E标段的路基接收检测结果的一部分为例，加以说明。如表8： ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

当时所检测的点分别为距中线：1.5M、10.25M、12M双幅六个点。其中B、C、D、E、F、G等六列为水平仪的前视读数，本表暂做隐藏处理，表里不做体现。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

3.3.1 H、I、J、K、L、M等六列为所测点的高程： ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

H3=视线高-B3； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

I3、J3、K3、L3、M3为H3单元格拖出。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

3.3.2 N、O、P、Q、R、S等六列为设计高程，数值是从表7中拷贝的。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë


ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

表8 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

1 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

前视读数 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

实测高程 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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2 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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3 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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18.733 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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3.3.3  T、U、V、W、X、Y等六列为比较值： ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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T3=INT((H3-(N3-0.71))*1000)； ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

U3、V3、W3、X3、Y3为T3单元格拖出。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

在这六列中使用了条件格式功能，设置单元格的条件格式可以判断单元格是否符合所需条件，如果符合就按指定格式显示。如本表中比较值大于10毫米小于-20毫米的显示为桔黄色。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

    条件格式的具体设置步骤如下： ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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3.3.3.1 选择要设置格式的单元格。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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3.3.3.2 单击“格式”菜单中的“条件格式”。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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3.3.3.3 要把选定单元格中的数值作为格式的条件，单击“单元格值为”选项，接着选定比较词组，然后在合适的框中键入数值。输入的数值可以是常数，也可以是公式，公式前要加上等号（=）。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

除了单元格中的数值外，如果还要对选定单元格中的数据或条件进行评估，可使用公式作格式条件。单击左面框中的“公式为”，在右面的框中输入公式。公式最后的求值结果必须可以判断出逻辑值为真或假。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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3.3.3.4 单击“格式”。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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3.3.3.5 选择要应用的字体样式、字体颜色、边框、背景色或图案，指定是否带下划线。只有单元格中的值满足条件或是公式返回逻辑值真时，Microsoft Excel 才应用选定的格式。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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3.3.3.6 要加入另一个条件，单击“添加”,然后重复步骤 3-5。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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最多可设定三个条件。 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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4、结束语 ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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EXCEL是一个功能很强的软件，它具有强大的运算分析处理能力。本文只是对它在工程测量计算中的使用作了简单的介绍。我们在使用它的时候会发现它能够大大提高我们的工作效率。
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谢谢ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë

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回复：[推荐] EXCEL 在测量计算中的应用

直接上传一张样表嘛,多方便!!ˆôŒO“E×]Pbbs.3c3t.comJžlß–j}‹ë
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