1) boundary line stake
边线桩
1.
According to coordinates table of each stakes and other data in road designing reference,the gauss coordinates of each boundary line stakes can be calculated,a applied formula on calculate interval of the stakes and a programme on fx_4000p calculator is given.
根据道路设计资料中的“逐桩坐标表”和其它设计数据 ,计算各条边线桩的高斯坐标 ,推导出可用来检测边线桩间距的实用计算公式 ,并给出了fx_40 0 0p计算器的计算程
2) side piling
边桩
1.
On the basis of the measured values of lateral displacements of some engineering,the limitation of lateral displacement measured by inclinometers and side pilings is analyzed.
基于多个工程的实测数据,对利用测斜仪和边桩对路基侧向位移过程中的局限性进行了考察。
2.
Based on the introduction to arrangement and observation of side piling, forward intersection method, which is commonly used in lateral displacement measuring with side piling, is presented in the article, and then the limitation in the measurement is brought out.
工程中常用边桩来监测路基地表水平位移及隆起情况。
3) boundary line point
边桩
1.
Using the straight line which crosses the center point and the crossing point, this paper, puts forward the way choos a certain point on the symmetric axis as an instrument station and then staking out the curve center line point and boundary line point.
提出了以通过圆心和交点的直线作为曲线对称轴 ,在对称轴上任选一点为测站点 ,进行曲线中桩及边桩放样的方法 ,供同行参
2.
According to road designing data of mileage,coordinate,azimuth angle of tangent or straight line,curve radius,the length of spiral line from main point of curve or straight line starting point,we can calculate the coordinates of center line points and boundary line points in any form of road under the same coordinate system.
根据线路设计资料提供的曲线主点 (直线起点 )里程、坐标、切线 (直线 )方位角、曲线半径、缓和曲线长度的已知数据 ,计算出任意线形的中桩、边桩在线路统一坐标系中的坐标 ,利用全站仪极坐标放样程序 ,以线路附近的控制点或加密点为测站 ,准确、快速放样各点。
4) side pile measurement
边桩测量
1.
Application of the coordinate inverse algorithm in the subgrade side pile measurement;
坐标反算法在路基边桩测量中的应用
6) layout of boundary points
边桩定位
补充资料：暗桩
1.植立于水中而不露出水面的木桩。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条