/// <summary>
/// 将图形数据库中的有名对象字典数据读入对话框中，显示钢束总体信息
/// </summary>
/// <param name="db">图形数据库</param>
/// <param name="tdinfo">钢束信息对话框</param>
public static void ReadNamedDicToDlg(this TendonInfo tdInfo, Database db)
{
using (Transaction trans = db.TransactionManager.StartTransaction())//开始事务处理
{
//1.操作有名对象字典，获取钢束总体信息
DBDictionary dicts = db.NamedObjectsDictionaryId.GetObject(OpenMode.ForWrite) as DBDictionary;
//如果已有名为DA_Tendons的字典项，则将其中数据读入界面中
ObjectId tdsDictId = dicts.GetAt("DA_Tendons");
DBDictionary tdsDict = tdsDictId.GetObject(OpenMode.ForWrite) as DBDictionary; //获取DA_Tendons字典
if (tdsDict != null)
{
//管道偏差系数
ObjectId xrecId = tdsDict.GetAt("kii");
Xrecord xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord;
TypedValueList vls = xrec.Data;
tdInfo.textBoxKii.Text = vls[0].Value.ToString();
//摩阻系数
xrecId = tdsDict.GetAt("miu");
xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord;
vls = xrec.Data;
tdInfo.textBoxMiu.Text = vls[0].Value.ToString();
//钢束弹性模量
xrecId = tdsDict.GetAt("Ep");
xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord;
vls = xrec.Data;
tdInfo.textBoxEp.Text = vls[0].Value.ToString();
//张拉控制应力
xrecId = tdsDict.GetAt("ctrlStress");
xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord;
vls = xrec.Data;
tdInfo.textBoxCtrlStress.Text = vls[0].Value.ToString();
//张拉端工作长度
xrecId = tdsDict.GetAt("workLen");
xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord;
vls = xrec.Data;
tdInfo.textBoxWorkLen.Text = vls[0].Value.ToString();
trans.Commit();//执行事务处理
}
}
}
/// <summary>
/// 将图形数据库与tdGenParas中的数据同步
/// </summary>
/// <param name="db">图形数据库</param>
/// <param name="tdGenParas">程序中的tdGenParas类</param>
public static void SyncDwgToTdGenParas(this Database db, TendonGeneralParameters tdGenParas)
{
using (Transaction trans = db.TransactionManager.StartTransaction())//开始事务处理
{
// 获取当前图形数据库的有名对象字典
DBDictionary dicts = db.NamedObjectsDictionaryId.GetObject(OpenMode.ForWrite) as DBDictionary;
ObjectId tdsDictId = new ObjectId(); //
if (!dicts.Contains("DA_Tendons")) //如果字典中不含DA_Tendons的字典项
{
tdsDictId = db.AddNamedDictionary("DA_Tendons"); //则添加该字典项
}
else//如果字典中含有DA_Tendons的字典项
{
tdsDictId = dicts.GetAt("DA_Tendons");//则获取该字典项
}
//将字典项内容与tdGenParas同步
//管道偏差系数
TypedValueList values = new TypedValueList();
values.Add(DxfCode.Real, tdGenParas.Kii);
tdsDictId.AddXrecord2DBDict("kii", values);
//摩阻系数
values = new TypedValueList();
values.Add(DxfCode.Real, tdGenParas.Miu);
tdsDictId.AddXrecord2DBDict("miu", values);
//钢束弹性模量
values = new TypedValueList();
values.Add(DxfCode.Real, tdGenParas.Ep);
tdsDictId.AddXrecord2DBDict("Ep", values);
//张拉控制应力
values = new TypedValueList();
values.Add(DxfCode.Real, tdGenParas.CtrlStress);
tdsDictId.AddXrecord2DBDict("ctrlStress", values);
//张拉端工作长度
values = new TypedValueList();
values.Add(DxfCode.Real, tdGenParas.WorkLen);
tdsDictId.AddXrecord2DBDict("workLen", values);
trans.Commit();//执行事务处理
}
}
public static void SetDefaultTendonParams(this Polyline td)
{
//钢束名称默认为F1
if (td.ExtensionDictionary.IsNull || td.ObjectId.GetXrecord("tdName") == null)
{
TypedValueList values = new TypedValueList();
values.Add(DxfCode.Text, "F1");
td.ObjectId.AddXrecord("tdName", values);
}
//钢束规格默认为Φ15-12
if (td.ExtensionDictionary.IsNull || td.ObjectId.GetXrecord("tdStyle") == null)
{
TypedValueList values = new TypedValueList();
values.Add(DxfCode.Text, "Φ15-12");
td.ObjectId.AddXrecord("tdStyle", values);
}
//3.钢束根数默认为1
if (td.ExtensionDictionary.IsNull || td.ObjectId.GetXrecord("tdNum") == null)
{
TypedValueList values = new TypedValueList();
values.Add(DxfCode.Int16, 1);
td.ObjectId.AddXrecord("tdNum", values);
}
//4.管道直径默认为90
if (td.ExtensionDictionary.IsNull || td.ObjectId.GetXrecord("tdPipeDia") == null)
{
TypedValueList values = new TypedValueList();
values.Add(DxfCode.Real, 90);
td.ObjectId.AddXrecord("tdPipeDia", values);
}
//5.张拉方式默认为两端张拉，0
if (td.ExtensionDictionary.IsNull || td.ObjectId.GetXrecord("tdDrawStyle") == null)
{
TypedValueList values = new TypedValueList();
values.Add(DxfCode.Int16, 0);
td.ObjectId.AddXrecord("tdDrawStyle", values);
}
}
/// <summary>
/// 将表格数据读入至钢束线的Xrecord中
/// </summary>
/// <param name="row">表格</param>
/// <param name="tdId">钢束多段线的ObjectId</param>
public static void ReadRowToXrecord(this ObjectId tdId, DataGridViewRow row)
{
//钢束名称
TypedValueList values = new TypedValueList();
values.Add(DxfCode.Text, row.Cells[0].Value.ToString());
tdId.SetXrecord("tdName", values);
//钢束规格
values = new TypedValueList();
values.Add(DxfCode.Text, row.Cells[1].Value.ToString());
tdId.SetXrecord("tdStyle", values);
//钢束根数
values = new TypedValueList();
values.Add(DxfCode.Int16, Int16.Parse(row.Cells[2].Value.ToString()));
tdId.SetXrecord("tdNum", values);
//管道直径
values = new TypedValueList();
values.Add(DxfCode.Real, double.Parse(row.Cells[3].Value.ToString()));
tdId.SetXrecord("tdPipeDia", values);
//张拉方式
values = new TypedValueList();
if ((bool)(row.Cells[4].Value) == true && (bool)(row.Cells[5].Value) == false)//左侧张拉
{
values.Add(DxfCode.Int16, -1);
tdId.SetXrecord("tdDrawStyle", values);
}
else if ((bool)(row.Cells[4].Value) == true && (bool)(row.Cells[5].Value) == true)//两端张拉
{
values.Add(DxfCode.Int16, 0);
tdId.SetXrecord("tdDrawStyle", values);
}
else if ((bool)(row.Cells[4].Value) == false && (bool)(row.Cells[5].Value) == true)//右侧张拉
{
values.Add(DxfCode.Int16, 1);
tdId.SetXrecord("tdDrawStyle", values);
}
}
/// <summary>
/// 将多段线钢束中的Xrecord信息读入到表格中
/// 没有Xrecord则按默认值输入
/// </summary>
/// <param name="tdInfo">窗体</param>
/// <param name="td">钢束多段线</param>
/// <param name="kii">管道偏差系数(1/m)</param>
/// <param name="miu">摩阻系数</param>
/// <param name="Ep">钢束弹模(MPa)</param>
/// <param name="ctrlStress">张拉控制应力(MPa)</param>
/// <param name="workLen">工作长度(mm)</param>
/// <returns>新加行的行号</returns>
public static int?ReadXRecordToRow(TendonInfo tdInfo, Polyline td,
double kii, double miu, double Ep, double ctrlStress, double workLen)
{
int index = tdInfo.dataGridViewTendons.Rows.Add(); //添加新行
int tdDrawStyle = 0; //张拉方式
#region 1.钢束名称
if (td.ExtensionDictionary.IsNull || td.ObjectId.GetXrecord("tdName") == null)
{
TypedValueList values = new TypedValueList();
values.Add(DxfCode.Text, $"F{1 + index}");
td.ObjectId.AddXrecord("tdName", values);
tdInfo.dataGridViewTendons.Rows[index].Cells[0].Value = $"F{1 + index}";
}
else//如果存在该键值，采用Xrecord中记录的信息
{
string tdName = (string)td.ObjectId.GetXrecord("tdName")[0].Value;
tdInfo.dataGridViewTendons.Rows[index].Cells[0].Value = tdName;
}
#endregion
#region 2.钢束规格
if (td.ExtensionDictionary.IsNull || td.ObjectId.GetXrecord("tdStyle") == null)
{
TypedValueList values = new TypedValueList();
values.Add(DxfCode.Text, "Φ15-12");
td.ObjectId.AddXrecord("tdStyle", values);
tdInfo.dataGridViewTendons.Rows[index].Cells[1].Value = "Φ15-12";
}
else//如果存在该键值，采用Xrecord中记录的信息
{
string tdStyle = (string)td.ObjectId.GetXrecord("tdStyle")[0].Value;
tdInfo.dataGridViewTendons.Rows[index].Cells[1].Value = tdStyle;
}
#endregion
#region 3.钢束根数
if (td.ExtensionDictionary.IsNull || td.ObjectId.GetXrecord("tdNum") == null)
{
TypedValueList values = new TypedValueList();
values.Add(DxfCode.Int16, 1);
td.ObjectId.AddXrecord("tdNum", values);
tdInfo.dataGridViewTendons.Rows[index].Cells[2].Value = "1";
}
else//如果存在该键值，采用Xrecord中记录的信息
{
Int16 tdNum = (Int16)td.ObjectId.GetXrecord("tdNum")[0].Value;
tdInfo.dataGridViewTendons.Rows[index].Cells[2].Value = tdNum.ToString();
}
#endregion
#region 4.管道直径
if (td.ExtensionDictionary.IsNull || td.ObjectId.GetXrecord("tdPipeDia") == null)
{
TypedValueList values = new TypedValueList();
values.Add(DxfCode.Real, 90);
td.ObjectId.AddXrecord("tdPipeDia", values);
tdInfo.dataGridViewTendons.Rows[index].Cells[3].Value = "90";
}
else//如果存在该键值，采用Xrecord中记录的信息
{
double tdPipeDia = (double)td.ObjectId.GetXrecord("tdPipeDia")[0].Value;
tdInfo.dataGridViewTendons.Rows[index].Cells[3].Value = tdPipeDia.ToString("F0");
}
#endregion
#region 5.张拉方式
if (td.ExtensionDictionary.IsNull || td.ObjectId.GetXrecord("tdDrawStyle") == null)
{
TypedValueList values = new TypedValueList();
values.Add(DxfCode.Int16, 0);
td.ObjectId.AddXrecord("tdDrawStyle", values);
tdInfo.dataGridViewTendons.Rows[index].Cells[4].Value = true;
tdInfo.dataGridViewTendons.Rows[index].Cells[5].Value = true;
}
else//如果存在该键值，采用Xrecord中记录的信息
{
tdDrawStyle = (Int16)td.ObjectId.GetXrecord("tdDrawStyle")[0].Value;
switch (tdDrawStyle)
{
case -1: //左侧张拉
tdInfo.dataGridViewTendons.Rows[index].Cells[4].Value = true;
tdInfo.dataGridViewTendons.Rows[index].Cells[5].Value = false;
break;
case 0: //两侧张拉
tdInfo.dataGridViewTendons.Rows[index].Cells[4].Value = true;
tdInfo.dataGridViewTendons.Rows[index].Cells[5].Value = true;
break;
case 1: //右侧张拉
tdInfo.dataGridViewTendons.Rows[index].Cells[4].Value = false;
tdInfo.dataGridViewTendons.Rows[index].Cells[5].Value = true;
break;
}
}
#endregion
#region 6.引伸量
switch (tdDrawStyle)
{
case -1:
//左侧引伸量
tdInfo.dataGridViewTendons.Rows[index].Cells[6].Value
= td.SingleDrawAmount(ctrlStress, kii, miu, -1, Ep).ToString("F0");
//右侧引伸量
tdInfo.dataGridViewTendons.Rows[index].Cells[7].Value = "0";
break;
case 0:
//左侧引伸量
tdInfo.dataGridViewTendons.Rows[index].Cells[6].Value
= td.BothDrawAmount(ctrlStress, kii, miu, Ep)[0].ToString("F0");
//右侧引伸量
tdInfo.dataGridViewTendons.Rows[index].Cells[7].Value
= td.BothDrawAmount(ctrlStress, kii, miu, Ep)[1].ToString("F0");
break;
case 1:
//左侧引伸量
tdInfo.dataGridViewTendons.Rows[index].Cells[6].Value = "0";
//右侧引伸量
tdInfo.dataGridViewTendons.Rows[index].Cells[7].Value
= td.SingleDrawAmount(ctrlStress, kii, miu, 1, Ep).ToString("F0");
break;
}
#endregion
#region 7.钢束长度
//钢束净长
tdInfo.dataGridViewTendons.Rows[index].Cells[8].Value = td.Length.ToString("F0");
//钢束总长
tdInfo.dataGridViewTendons.Rows[index].Cells[9].Value
= (td.Length + (2 - Math.Abs(tdDrawStyle)) * workLen).ToString("F0");
#endregion
return(index);
}
public void TendonTable()
{
//创建钢束信息界面
TendonInfo tdInfo = new TendonInfo();
Document doc = Application.DocumentManager.MdiActiveDocument;
Database db = doc.Database;
Editor ed = doc.Editor;
using (Transaction trans = db.TransactionManager.StartTransaction())//开始事务处理
{
//1.操作有名对象字典，获取钢束总体信息
// 获取当前数据库的有名对象字典
DBDictionary dicts = db.NamedObjectsDictionaryId.GetObject(OpenMode.ForWrite) as DBDictionary;
if (dicts.Contains("DA_Tendons")) //调试用
{
dicts.Remove("DA_Tendons"); //调试用
}
if (!dicts.Contains("DA_Tendons")) //如果字典中不含DA_Tendons的字典项
{
ObjectId tdsDictNewId = db.AddNamedDictionary("DA_Tendons"); //则添加该字典项
//管道偏差系数
TypedValueList values = new TypedValueList();
values.Add(DxfCode.Real, kii);
tdsDictNewId.AddXrecord2DBDict("kii", values);
//摩阻系数
values = new TypedValueList();
values.Add(DxfCode.Real, miu);
tdsDictNewId.AddXrecord2DBDict("miu", values);
//钢束弹性模量
values = new TypedValueList();
values.Add(DxfCode.Real, Ep);
tdsDictNewId.AddXrecord2DBDict("Ep", values);
//张拉控制应力
values = new TypedValueList();
values.Add(DxfCode.Real, ctrlStress);
tdsDictNewId.AddXrecord2DBDict("ctrlStress", values);
//张拉端工作长度
values = new TypedValueList();
values.Add(DxfCode.Real, workLen);
tdsDictNewId.AddXrecord2DBDict("workLen", values);
}
//如果已有名为DA_Tendons的字典项，则将其中数据读入界面中
dicts = db.NamedObjectsDictionaryId.GetObject(OpenMode.ForRead) as DBDictionary; //获取当前数据库有名对象字典
ObjectId tdsDictId = dicts.GetAt("DA_Tendons");
DBDictionary tdsDict = tdsDictId.GetObject(OpenMode.ForWrite) as DBDictionary; //获取DA_Tendons字典
ed.WriteMessage(tdsDict.Count.ToString()); //调试用
//管道偏差系数
ObjectId xrecId = tdsDict.GetAt("kii");
Xrecord xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord;
TypedValueList vls = xrec.Data;
tdInfo.textBoxKii.Text = vls[0].Value.ToString();
//摩阻系数
xrecId = tdsDict.GetAt("miu");
xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord;
vls = xrec.Data;
tdInfo.textBoxMiu.Text = vls[0].Value.ToString();
//钢束弹性模量
xrecId = tdsDict.GetAt("Ep");
xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord;
vls = xrec.Data;
tdInfo.textBoxEp.Text = vls[0].Value.ToString();
//张拉控制应力
xrecId = tdsDict.GetAt("ctrlStress");
xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord;
vls = xrec.Data;
tdInfo.textBoxCtrlStress.Text = vls[0].Value.ToString();
//张拉端工作长度
xrecId = tdsDict.GetAt("workLen");
xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord;
vls = xrec.Data;
tdInfo.textBoxWorkLen.Text = vls[0].Value.ToString();
trans.Commit();//执行事务处理
}
//显示钢束信息界面
Application.ShowModalDialog(tdInfo);
}
/// <summary>
/// 将钢束总体参数与图形数据库中的数据同步
/// </summary>
/// <param name="db">图形数据库</param>
public static void SyncTdGenParasToDwg(Database db)
{
using (Transaction trans = db.TransactionManager.StartTransaction())//开始事务处理
{
// 获取当前图形数据库的有名对象字典
DBDictionary dicts = db.NamedObjectsDictionaryId.GetObject(OpenMode.ForWrite) as DBDictionary;
if (!dicts.Contains("DA_Tendons")) //如果字典中不含DA_Tendons的字典项
{
ObjectId tdsDictNewId = db.AddNamedDictionary("DA_Tendons"); //则添加该字典项
//将字典项内容与tdGenParas同步
//管道偏差系数
TypedValueList values = new TypedValueList();
values.Add(DxfCode.Real, TendonGeneralParameters.Kii);
tdsDictNewId.AddXrecord2DBDict("kii", values);
//摩阻系数
values = new TypedValueList();
values.Add(DxfCode.Real, TendonGeneralParameters.Miu);
tdsDictNewId.AddXrecord2DBDict("miu", values);
//钢束弹性模量
values = new TypedValueList();
values.Add(DxfCode.Real, TendonGeneralParameters.Ep);
tdsDictNewId.AddXrecord2DBDict("Ep", values);
//张拉控制应力
values = new TypedValueList();
values.Add(DxfCode.Real, TendonGeneralParameters.CtrlStress);
tdsDictNewId.AddXrecord2DBDict("ctrlStress", values);
//张拉端工作长度
values = new TypedValueList();
values.Add(DxfCode.Real, TendonGeneralParameters.WorkLen);
tdsDictNewId.AddXrecord2DBDict("workLen", values);
}
else//如果存在该字典项，则把tdGenParas各属性与图形数据库同步
{
ObjectId tdsDictId = dicts.GetAt("DA_Tendons");
DBDictionary tdsDict = tdsDictId.GetObject(OpenMode.ForWrite) as DBDictionary; //获取DA_Tendons字典
//管道偏差系数
ObjectId xrecId = tdsDict.GetAt("kii");
Xrecord xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord;
TypedValueList vls = xrec.Data;
TendonGeneralParameters.Kii = (double)vls[0].Value;
//摩阻系数
xrecId = tdsDict.GetAt("miu");
xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord;
vls = xrec.Data;
TendonGeneralParameters.Miu = (double)vls[0].Value;
//钢束弹性模量
xrecId = tdsDict.GetAt("Ep");
xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord;
vls = xrec.Data;
TendonGeneralParameters.Ep = (double)vls[0].Value;
//张拉控制应力
xrecId = tdsDict.GetAt("ctrlStress");
xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord;
vls = xrec.Data;
TendonGeneralParameters.CtrlStress = (double)vls[0].Value;
//张拉端工作长度
xrecId = tdsDict.GetAt("workLen");
xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord;
vls = xrec.Data;
TendonGeneralParameters.WorkLen = (double)vls[0].Value;
}
dicts.DowngradeOpen();
trans.Commit();//执行事务处理
}
}
public void TendonAnnotation()
{
Document doc = Application.DocumentManager.MdiActiveDocument;
Database db = doc.Database;
Editor ed = doc.Editor;
db.SyncDwgToTdGenParas();//设置默认总体参数，已有总体参数字典项则无动作
using (Transaction trans = db.TransactionManager.StartTransaction())
{
#region 1.选择梁顶缘线
PromptEntityOptions tpLineOpt = new PromptEntityOptions("\n选择梁顶缘线");
tpLineOpt.SetRejectMessage("\n顶缘线应为直线、圆弧或多段线");
tpLineOpt.AddAllowedClass(typeof(Line), true); //可以选择直线
tpLineOpt.AddAllowedClass(typeof(Polyline), true); //可以选择多段线
tpLineOpt.AddAllowedClass(typeof(Arc), true); //可以选择圆弧线
PromptEntityResult tpLineRes = ed.GetEntity(tpLineOpt);
if (tpLineRes.Status != PromptStatus.OK)
{
return;
}
ObjectId tpLineId = tpLineRes.ObjectId;
Curve tpLine = trans.GetObject(tpLineId, OpenMode.ForRead) as Curve;
#endregion
#region 2.选择钢束线
PromptEntityOptions tdLineOpt = new PromptEntityOptions("\n选择钢束");
tdLineOpt.SetRejectMessage("\n钢束应为多段线");
tdLineOpt.AddAllowedClass(typeof(Polyline), true);//仅能选择多段线
PromptEntityResult tdLineRes = ed.GetEntity(tdLineOpt);
if (tdLineRes.Status != PromptStatus.OK)
{
return;
}
ObjectId tdLineId = tdLineRes.ObjectId;
Polyline tdLine = trans.GetObject(tdLineId, OpenMode.ForRead) as Polyline;
//判断钢束线是否在顶缘线以内，否则报错返回
if (tdLine.StartPoint.X < tpLine.StartPoint.X || tdLine.EndPoint.X > tpLine.EndPoint.X)
{
Application.ShowAlertDialog("钢束线超出顶缘线，请检查！");
return;
}
tdLine.SetDefaultTendonParams();//设置钢束默认参数，如已有Xrecord信息则无动作
#endregion
#region 3.设置绘图参数（包括张拉方式和工作长度设置）
//3.1 尺寸标注绘图位置及张拉方式和工作长度设置
Point3d pos = new Point3d();//初始化标注点
PromptPointOptions posOpt = new PromptPointOptions("\n设置标注线位置或设置[张拉方式(D)/工作长度(W)]");
posOpt.Keywords.Add("D");
posOpt.Keywords.Add("W");
posOpt.AppendKeywordsToMessage = false; //提示信息中不显示关键字
//获取钢束张拉方式
int tdDrawStyle = 0; //默认为两端张拉
if (!tdLine.ExtensionDictionary.IsNull && tdLine.ObjectId.GetXrecord("DA_Tendons") != null) //如果钢束线有扩展记录则取扩展记录数据
{
tdDrawStyle = (Int16)tdLine.ObjectId.GetXrecord("DA_Tendons")[4].Value;
}
//获取工作长度信息
double workLen = 800;
DBDictionary dicts = db.NamedObjectsDictionaryId.GetObject(OpenMode.ForWrite) as DBDictionary;
if (dicts.Contains("DA_Tendons"))//如果字典中含DA_Tendons的字典项
{
ObjectId tdsDictId = dicts.GetAt("DA_Tendons");
DBDictionary tdsDict = tdsDictId.GetObject(OpenMode.ForRead) as DBDictionary; //获取DA_Tendons字典
ObjectId xrecId = tdsDict.GetAt("workLen"); //获取字典中的工作长度项
Xrecord xrec = xrecId.GetObject(OpenMode.ForRead) as Xrecord; //获取工作长度项中的Xrecird
TypedValueList vls = xrec.Data; //获取Xrecord中的TypedValueList数据
workLen = (double)vls[0].Value; //根据TypedValueList数据中的数值更新工作长度workLen
}
for (;;)
{
PromptPointResult posRes = ed.GetPoint(posOpt);
if (posRes.Status == PromptStatus.Keyword)
{
switch (posRes.StringResult)
{
case "D": //选择修改张拉方式
PromptIntegerOptions drwOpt = new PromptIntegerOptions($"\n输入张拉方式[两端张拉(0)/左端张拉[-1]/右端张拉[1]<{tdDrawStyle}>");
drwOpt.AllowNone = true; //允许ESC退出
PromptIntegerResult drwRes = ed.GetInteger(drwOpt);
if (drwRes.Value == 0)
{
tdDrawStyle = 0;
}
else if (drwRes.Value == -1)
{
tdDrawStyle = -1;
}
else if (drwRes.Value == 1)
{
tdDrawStyle = 1;
}
TypedValueList values = tdLine.ObjectId.GetXrecord("DA_Tendons"); //根据输入更新钢束线的Xrecord记录
values.RemoveAt(4);
values.Add(DxfCode.Int16, tdDrawStyle);
break;
case "W": //修改工作长度
PromptDoubleOptions wklOpt = new PromptDoubleOptions($"\n输入工作长度<{workLen.ToString("F0")}>");
wklOpt.AllowNone = true; //允许ESC退出
PromptDoubleResult wklRes = ed.GetDouble(wklOpt);
if (wklRes.Status == PromptStatus.OK)
{
workLen = wklRes.Value;
ObjectId tdsDictId = dicts.GetAt("DA_Tendons");//更新DA_Tendons字典中的钢束总体参数
DBDictionary tdsDict = tdsDictId.GetObject(OpenMode.ForRead) as DBDictionary;
ObjectId xrecId = tdsDict.GetAt("workLen");
Xrecord xrec = xrecId.GetObject(OpenMode.ForWrite) as Xrecord;
TypedValueList vls = new TypedValueList();
vls.Add(DxfCode.Real, workLen);
xrec.Data = vls;
xrec.DowngradeOpen();
}
break;
}
}
else if (posRes.Status == PromptStatus.OK)
{
pos = posRes.Value;
break;
}
}
//3.2 绘图比例
PromptDoubleOptions scaleOpt = new PromptDoubleOptions($"\n设置绘图比例<{scale}>");
scaleOpt.AllowNone = true; //允许回车，则采用前次比例
scaleOpt.AllowNegative = false; //不允许负值
scaleOpt.AllowZero = false; //不允许零值
PromptDoubleResult scaleRes = ed.GetDouble(scaleOpt); //获取比例
if (scaleRes.Status != PromptStatus.OK && scaleRes.Status != PromptStatus.None)
{
return;
}
else if (scaleRes.Status == PromptStatus.OK)
{
scale = scaleRes.Value;
}
#endregion
#region 4.建立各类标注
List <Point3d> ptsH = new List <Point3d>(); //创建水平标注点集
List <Dimension> dims = new List <Dimension>(); //创建标注集，存放各类标注
for (int i = 0; i < tdLine.NumberOfVertices - 1; i++)
{
//4.1 水平点集
ptsH.Add(tdLine.GetPoint3dAt(i));
//4.2 每段钢束线的长度
//4.3 直线标注角度
//4.4 圆弧线标注半径
if (tdLine.GetSegmentType(i) == SegmentType.Line)
{
LineSegment3d lineSeg = tdLine.GetLineSegmentAt(i);
//4.2 每段钢束线的长度
db.LineLengthDim(lineSeg, scale);
//4.3 直线标注角度
if (tdLine.StartPoint.X < tdLine.EndPoint.X)
{
db.LineAngelDim(lineSeg, !(i == tdLine.NumberOfVertices - 2), scale);
}
else
{
db.LineAngelDim(lineSeg, (i == tdLine.NumberOfVertices - 2), scale);
}
}
else if (tdLine.GetSegmentType(i) == SegmentType.Arc)
{
CircularArc3d arcSeg = tdLine.GetArcSegmentAt(i);
//4.2 每段钢束线的长度
db.ArcLengthDim(arcSeg, scale);
//4.3 圆弧标注半径
db.ArrowRadiusDim(arcSeg, scale);
}
//4.5 竖直距离标注
Ray vRay = new Ray();//建立竖直射线
vRay.BasePoint = tdLine.GetPoint3dAt(i);
vRay.UnitDir = new Vector3d(0, 1, 0);
Point3dCollection ptIntersects = new Point3dCollection();
tpLine.IntersectWith(vRay, Intersect.OnBothOperands, ptIntersects, IntPtr.Zero, IntPtr.Zero);
Point3d ptIntersect = ptIntersects[0];
RotatedDimension dimV = new RotatedDimension();
dimV.XLine1Point = tdLine.GetPoint3dAt(i); //第一条尺寸边线
dimV.XLine2Point = ptIntersect; //第二条尺寸边线
dimV.DimLinePoint = tdLine.GetPoint3dAt(i); //尺寸线位置
dimV.Rotation = Math.PI / 2; //标注旋转90度
dimV.DimensionStyle = db.Dimstyle; //尺寸样式为当前样式
dimV.Dimscale = scale; //设置尺寸全局比例
dims.Add(dimV);
}
//4.1 节点间距点集缺钢束最后一个点、梁顶缘线端点
ptsH.Add(tdLine.EndPoint);
ptsH.Add(tpLine.StartPoint);
ptsH.Add(tpLine.EndPoint);
db.ContinuedHorizontalDims(ptsH, pos, scale);//建立水平连续标注
//4.5 竖直距离标注缺最后一个点
Ray vRayLast = new Ray();//建立竖直射线
vRayLast.BasePoint = tdLine.GetPoint3dAt(tdLine.NumberOfVertices - 1);
vRayLast.UnitDir = new Vector3d(0, 1, 0);
Point3dCollection ptIntersectsLast = new Point3dCollection();
tpLine.IntersectWith(vRayLast, Intersect.OnBothOperands, ptIntersectsLast, IntPtr.Zero, IntPtr.Zero);
Point3d ptIntersectLast = ptIntersectsLast[0];
RotatedDimension dimVLast = new RotatedDimension();
dimVLast.XLine1Point = tdLine.GetPoint3dAt(tdLine.NumberOfVertices - 1); //第一条尺寸边线
dimVLast.XLine2Point = ptIntersectLast; //第二条尺寸边线
dimVLast.DimLinePoint = tdLine.GetPoint3dAt(tdLine.NumberOfVertices - 1); //尺寸线位置
dimVLast.Rotation = Math.PI / 2; //标注旋转90度
dimVLast.DimensionStyle = db.Dimstyle; //尺寸样式为当前样式
dimVLast.Dimscale = scale; //设置尺寸全局比例
dims.Add(dimVLast);
#endregion
#region 5 绘制张拉端
//5.1 获取张拉端几何特征
//获取钢束线真实的起点和终点
Point3d tdStart = (tdLine.StartPoint.X < tdLine.EndPoint.X) ? tdLine.StartPoint : tdLine.EndPoint;
Point3d tdEnd = (tdLine.StartPoint.X < tdLine.EndPoint.X) ? tdLine.EndPoint : tdLine.StartPoint;
//获取钢束线真实的起终点角度
double iclStart = (tdLine.StartPoint.X < tdLine.EndPoint.X) ?
tdLine.GetLineSegmentAt(0).GetAngleOfLineSeg() : tdLine.GetLineSegmentAt(tdLine.NumberOfVertices - 2).GetAngleOfLineSeg();
double iclEnd = (tdLine.StartPoint.X < tdLine.EndPoint.X) ?
tdLine.GetLineSegmentAt(tdLine.NumberOfVertices - 2).GetAngleOfLineSeg() : tdLine.GetLineSegmentAt(0).GetAngleOfLineSeg();
//初始化张拉端图元
Polyline leftDraw = new Polyline();
Polyline rightDraw = new Polyline();
MText lengthL = new MText();
MText lengthR = new MText();
//5.2 左侧张拉端
//5.2.1 两侧张拉或左侧张拉时左端绘制工作长度线
if (tdDrawStyle == 0 || tdDrawStyle == -1)
{
//创建张拉端几何点
Point3d tdDrawL = GeTools.PolarPoint(tdStart, iclStart, -workLen);
//创建张拉段
leftDraw = new Polyline();
leftDraw.AddVertexAt(0, tdStart.ToPoint2d(), 0, 0, 0);
leftDraw.AddVertexAt(1, tdDrawL.ToPoint2d(), 0, 0, 0);
leftDraw.Layer = tdLine.Layer;//张拉段与钢束线应该在同一层
//标注左侧张拉段
lengthL = new MText();
//长度
lengthL.Contents = "工作长度" + workLen.ToString("F0");
//文字高度
lengthL.TextHeight = 3 * scale;
//样式为当前样式
lengthL.TextStyleId = db.Textstyle;
//旋转角度同直线段倾角
lengthL.Rotation = iclStart;
//对齐位置为右上
lengthL.Attachment = AttachmentPoint.TopRight;
//位置为中点垂线以下0.5个单位
lengthL.Location = GeTools.PolarPoint(GeTools.MidPoint(leftDraw.StartPoint,
leftDraw.EndPoint), iclStart - Math.PI / 2, 0.5 * scale);
}
//5.2.2 右侧张拉时绘制P锚标识
else
{
//创建P锚起终点
Point3d tdDrawL1 = GeTools.PolarPoint(tdStart, iclStart + Math.PI / 2, 0.75 * scale);
Point3d tdDrawL2 = GeTools.PolarPoint(tdStart, iclStart + Math.PI / 2, -0.75 * scale);
//创建P锚标志
leftDraw = new Polyline();
leftDraw.AddVertexAt(0, tdDrawL1.ToPoint2d(), 0, 0.35 * scale, 0.35 * scale);
leftDraw.AddVertexAt(1, tdDrawL2.ToPoint2d(), 0, 0.35 * scale, 0.35 * scale);
leftDraw.Layer = tdLine.Layer;//张拉段与钢束线应该在同一层
//标注左侧P锚
lengthL = new MText();
//长度
lengthL.Contents = "P锚";
//文字高度
lengthL.TextHeight = 3 * scale;
//样式为当前样式
lengthL.TextStyleId = db.Textstyle;
//旋转角度同直线段倾角
lengthL.Rotation = iclStart;
//对齐位置为右中
lengthL.Attachment = AttachmentPoint.MiddleRight;
//位置为P锚标志右侧0.5个单位
lengthL.Location = GeTools.PolarPoint(GeTools.MidPoint(leftDraw.StartPoint,
leftDraw.EndPoint), iclStart, -2 * scale);
}
//5.3 右侧张拉端绘制
//5.3.1 两侧张拉或右侧张拉时右端绘制工作长度线
if (tdDrawStyle == 0 || tdDrawStyle == 1)
{
//创建张拉端几何点
Point3d tdDrawR = GeTools.PolarPoint(tdEnd, iclEnd, workLen);
//创建张拉段
rightDraw = new Polyline();
rightDraw.AddVertexAt(0, tdEnd.ToPoint2d(), 0, 0, 0);
rightDraw.AddVertexAt(1, tdDrawR.ToPoint2d(), 0, 0, 0);
rightDraw.Layer = tdLine.Layer;//张拉段与钢束线应该在同一层
//标注右侧张拉段
lengthR = new MText();
//长度
lengthR.Contents = "工作长度" + workLen.ToString("F0");
//文字高度
lengthR.TextHeight = 3 * scale;
//样式为当前样式
lengthR.TextStyleId = db.Textstyle;
//旋转角度同直线段倾角
lengthR.Rotation = iclEnd;
//对齐位置为左上
lengthR.Attachment = AttachmentPoint.TopLeft;
//位置为中点垂线以下0.5个单位
lengthR.Location = GeTools.PolarPoint(GeTools.MidPoint(rightDraw.StartPoint,
rightDraw.EndPoint), iclEnd - Math.PI / 2, 0.5 * scale);
}
//5.2.2 左侧张拉时绘制P锚标识
else//绘制P锚
{
//创建P锚起终点
Point3d tdDrawR1 = GeTools.PolarPoint(tdEnd, iclEnd + Math.PI / 2, 0.75 * scale);
Point3d tdDrawR2 = GeTools.PolarPoint(tdEnd, iclEnd + Math.PI / 2, -0.75 * scale);
//创建P锚标志
rightDraw = new Polyline();
rightDraw.AddVertexAt(0, tdDrawR1.ToPoint2d(), 0, 0.35 * scale, 0.35 * scale);
rightDraw.AddVertexAt(1, tdDrawR2.ToPoint2d(), 0, 0.35 * scale, 0.35 * scale);
rightDraw.Layer = tdLine.Layer;//张拉段与钢束线应该在同一层
//标注左侧P锚
lengthR = new MText();
//长度
lengthR.Contents = "P锚";
//文字高度
lengthR.TextHeight = 3 * scale;
//样式为当前样式
lengthR.TextStyleId = db.Textstyle;
//旋转角度同直线段倾角
lengthR.Rotation = iclEnd;
//对齐位置为左中
lengthR.Attachment = AttachmentPoint.MiddleLeft;
//位置为P锚标志右侧0.5个单位
lengthR.Location = GeTools.PolarPoint(GeTools.MidPoint(rightDraw.StartPoint,
rightDraw.EndPoint), iclEnd, 2 * scale);
}
#endregion
#region 6 在截面顶缘标识“梁顶缘线”
Point3d midPt = GeTools.MidPoint(tpLine.StartPoint, tpLine.EndPoint); //顶缘线起终点中点
Point3d midPtInTp = tpLine.GetClosestPointTo(midPt, Vector3d.YAxis, true); //顶缘线上靠近中点的点
MText tpAnno = new MText();
tpAnno.Contents = "梁顶缘线";
//文字高度
tpAnno.TextHeight = 3 * scale;
//样式为当前样式
tpAnno.TextStyleId = db.Textstyle;
//对齐位置为右上
tpAnno.Attachment = AttachmentPoint.BottomLeft;
//位置为中点以上0.5个单位
tpAnno.Location = GeTools.PolarPoint(midPtInTp, Math.PI / 2, 0.5 * scale);
#endregion
db.AddToModelSpace(dims.ToArray()); //添加各类标注
db.AddToModelSpace(leftDraw, rightDraw, lengthL, lengthR); //添加张拉段线
db.AddToModelSpace(tpAnno); //添加梁顶缘线标识
trans.Commit();
}
}
