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PutTowerPosition
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添加塔号

This commit is contained in:
facat 2020-05-20 22:31:36 +08:00
parent a109aa6836
commit d63983fa43
1 changed files with 38 additions and 15 deletions
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53
PutTowerPosition/cmd.cs
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@ -33,6 +33,14 @@ namespace PutTowerPosition
public double X;
public double Y;
};
struct Position
{
public double X;
public double Y;
public string towerName;
}
[CommandMethod("ptp", CommandFlags.Session)]
public static void PutTowerPositionCmd()
{
@ -66,9 +74,9 @@ namespace PutTowerPosition
acBlkTblRec = acTrans.GetObject(acBlkTbl[BlockTableRecord.ModelSpace],
OpenMode.ForWrite) as BlockTableRecord;
Point2D[] cordinationList = calTowerXYPostion(cordDic, spanList);
foreach (Point2D point in cordinationList)
Position[] cordinationList = calTowerXYPostion(cordDic, spanList);
foreach (Position point in cordinationList)
{
DBPoint dbPoint = new DBPoint(new Point3d(point.Y, point.X, 0));
dbPoint.Layer = "TW";
@ -76,8 +84,14 @@ namespace PutTowerPosition
acTrans.AddNewlyCreatedDBObject(dbPoint, true);
acCurDb.Pdmode = 35;
acCurDb.Pdsize = 15;
//break;
DBText dbTowerName=new DBText();
dbTowerName.TextString = point.towerName;
Point3d towerNamePoint = new Point3d(point.Y + 20, point.X + 20,0);
dbTowerName.Position = towerNamePoint;
dbTowerName.Layer = "TW";
dbTowerName.Height = 40;
acBlkTblRec.AppendEntity(dbTowerName);
acTrans.AddNewlyCreatedDBObject(dbTowerName,true);
}
acTrans.Commit();
}
@ -292,9 +306,9 @@ namespace PutTowerPosition
return spanList;
}
static Point2D[] calTowerXYPostion(Dictionary<string, double[]> cordDic, List<spanStruct> SSpan)
static Position[] calTowerXYPostion(Dictionary<string, double[]> cordDic, List<spanStruct> SSpan)
{
Point2D[] cordinationList = new Point2D[SSpan.Count];
Position[] cordinationList = new Position[SSpan.Count];
Point2D startPoint;
int tensionStart;//耐张段第一基塔位置
tensionStart = 0;
@ -302,29 +316,38 @@ namespace PutTowerPosition
Point2D endPoint;
while (true)
{
Position startPosition;
startPoint.X = cordDic[SSpan[tensionStart].towerName][0];
startPoint.Y = cordDic[SSpan[tensionStart].towerName][1];
startPosition.towerName = SSpan[tensionStart].towerName;
startPosition.X = startPoint.X;
startPosition.Y = startPoint.Y;
cordinationList[tensionStart] = startPosition;
for (int i = tensionStart+1; i < SSpan.Count; i++)
{
string towerName;
towerName = SSpan[i].towerName;
if (cordDic.ContainsKey(towerName))
string endTowerName;
endTowerName = SSpan[i].towerName;
if (cordDic.ContainsKey(endTowerName))
{
endPoint.X = cordDic[towerName][0];
endPoint.Y = cordDic[towerName][1];
cordinationList[tensionStart] = startPoint;
endPoint.X = cordDic[endTowerName][0];
endPoint.Y = cordDic[endTowerName][1];
double mileageInTension=0;//耐张段中的里程
for (int j = tensionStart + 1; j < i; j++)
{
Point2D suspensionTowerPostion;
Position suspensionTowerPostion;
double tensionLength;//耐张段长度
tensionLength = Math.Sqrt(Math.Pow(endPoint.X - startPoint.X, 2) + Math.Pow(endPoint.Y - startPoint.Y, 2));
mileageInTension += SSpan[j].span;
suspensionTowerPostion.X = startPoint.X + (endPoint.X - startPoint.X) / tensionLength * mileageInTension;
suspensionTowerPostion.Y = startPoint.Y + (endPoint.Y - startPoint.Y) / tensionLength * mileageInTension;
suspensionTowerPostion.towerName = SSpan[j].towerName;
cordinationList[j]=suspensionTowerPostion;
}
cordinationList[i] = endPoint;
Position endPosition;
endPosition.X = endPoint.X;
endPosition.Y = endPoint.Y;
endPosition.towerName = endTowerName;
cordinationList[i] = endPosition;
tensionStart = i;
break;
}