public Result Execute(ExternalCommandData commandData, ref string message, ElementSet elements)
{
UIApplication uiapp = commandData.Application;
UIDocument uidoc = commandData.Application.ActiveUIDocument;
Document doc = uidoc.Document;
Selection sel = uidoc.Selection;
View acview = uidoc.ActiveView;
UIView acuiview = uidoc.ActiveUiview();
Transaction ts = new Transaction(doc, "******");
try
{
ts.Start();
//点选指定执行的元素, 本次按只能选择柱考虑
Reference pickedEleReference = sel.PickObject(ObjectType.Element, "选择个柱吧");
//通过引用取到选中的元素
Element element = doc.GetElement(pickedEleReference);
FamilyInstance column = doc.GetElement(pickedEleReference) as FamilyInstance;
string info = "提示如下:";
info += "\n\t" + "1 族类别ELEM_CATEGORY_PARAM_MT" +
element.get_Parameter(BuiltInParameter.ELEM_CATEGORY_PARAM_MT).AsValueString();
TaskDialog.Show("提示", info);
if (null != column)
{
Plane plane = Plane.CreateByNormalAndOrigin(XYZ.BasisX, XYZ.Zero);
if (ElementTransformUtils.CanMirrorElement(doc, column.Id))
{
ElementTransformUtils.MirrorElement(doc, column.Id, plane);
}
TaskDialog.Show("提示", "成功");
}
else
{
TaskDialog.Show("提示", "失败");
}
ts.Commit();
}
catch (Exception)
{
if (ts.GetStatus() == TransactionStatus.Started)
{
ts.RollBack();
}
}
return(Result.Succeeded);
}
public void MirrorWall(Document doc, Wall wall)
{
Reference reference = HostObjectUtils.GetSideFaces(wall, ShellLayerType.Exterior).First();
//get one of the wall's major side faces
Face face = wall.GetGeometryObjectFromReference(reference) as Face;
UV bboxMin = face.GetBoundingBox().Min;
//create a plane based on the side face with an offset of 10 in the X & Y directions
Plane plane =
Plane.CreateByNormalAndOrigin(face.ComputeNormal(bboxMin),
face.Evaluate(bboxMin).Add(new XYZ(10, 10, 0)));
ElementTransformUtils.MirrorElement(doc, wall.Id, plane);
}
public Result Execute(ExternalCommandData commandData, ref string message, ElementSet elements)
{
UIDocument uidoc = commandData.Application.ActiveUIDocument;
Document doc = uidoc.Document;
Transaction t1 = new Transaction(doc, "创建");
t1.Start();
Wall wall = Wall.Create(doc, Line.CreateBound(new XYZ(), new XYZ(0, 10, 0)), Level.Create(doc, 0).Id, false);
t1.Commit();
TaskDialog.Show("Tip", "结构墙已创建");
Transaction t2 = new Transaction(doc, "复制");
t2.Start();
ElementTransformUtils.CopyElement(doc, wall.Id, new XYZ(30, 30, 30));
t2.Commit();
TaskDialog.Show("Tip", "结构墙已复制");
Transaction t3 = new Transaction(doc, "移动");
t3.Start();
ElementTransformUtils.MoveElement(doc, wall.Id, new XYZ(10, 20, 10));
t3.Commit();
TaskDialog.Show("Tip", "移动");
Transaction t4 = new Transaction(doc, "镜像");
t4.Start();
Plane p1 = new Plane(new XYZ(0, -1, 0), XYZ.Zero);
ElementTransformUtils.MirrorElement(doc, wall.Id, p1);
t4.Commit();
TaskDialog.Show("tip", "结构墙已镜像");
return(Result.Succeeded);
}
public Result Execute(ExternalCommandData commandData, ref string message, ElementSet elements)
{
UIDocument uiDoc = commandData.Application.ActiveUIDocument;
Document doc = uiDoc.Document;
Transaction t1 = new Transaction(doc, "T1");
t1.Start();
Wall wall = Wall.Create(doc, Line.CreateBound(new XYZ(), new XYZ(0, 10, 0)), Level.Create(doc, 0).Id,
false);//注意这里需要返回Id，而不是LevelId
t1.Commit();
TaskDialog.Show("T1", wall.Id.ToString());
Transaction t2 = new Transaction(doc, "copy");
t2.Start();
ElementTransformUtils.CopyElement(doc, wall.Id, new XYZ(10, 0, 0));
t2.Commit();
TaskDialog.Show("T2", "Copy Successed!");
Transaction t3 = new Transaction(doc, "Move");
t3.Start();
ElementTransformUtils.MoveElement(doc, wall.Id, new XYZ(10, 20, 0));
t3.Commit();
TaskDialog.Show("T3", "移动完成");
Transaction t4 = new Transaction(doc, "Mirror");
t4.Start();
if (ElementTransformUtils.CanMirrorElement(doc, wall.Id))
{
Plane pl = Plane.CreateByNormalAndOrigin(new XYZ(0, -1, 0), XYZ.Zero);
ElementTransformUtils.MirrorElement(doc, wall.Id, pl);
}
t4.Commit();
TaskDialog.Show("T4", "Mirror !");
return(Result.Succeeded);
}
public Result Execute(ExternalCommandData commandData, ref string message, ElementSet elements)
{
//Hello World
//TaskDialog.Show("VL title", "VL says Hello Revit");
var uiApp = commandData.Application;
var app = commandData.Application.Application;
var uiDoc = commandData.Application.ActiveUIDocument;
var doc = commandData.Application.ActiveUIDocument.Document;
#region 放置类型为"0762*2032 mm"的门
//首先通过类型过滤出 类型为门的族类型,找到名称相同的
string doorTypeName = "0762*2032 mm";
FamilySymbol doorType = null;
var filter = new LogicalAndFilter(
new ElementCategoryFilter(BuiltInCategory.OST_Doors),
new ElementClassFilter(typeof(FamilySymbol))
);
var collector = new FilteredElementCollector(doc).WherePasses(filter);
bool symbolFound = collector.FirstOrDefault(c => c.Name == doorTypeName) != null;
//如果没有则通过文件加载族
if (symbolFound)
{
doorType = collector.FirstOrDefault(c => c.Name == doorTypeName) as FamilySymbol;
}
else
{
string file = @"familyFilePath";
Family family;
if (doc.LoadFamily(file, out family))
{
var validType = family.GetValidTypes().FirstOrDefault(c =>
{
var symbol = (doc.GetElement(c) as FamilySymbol);
if (symbol != null && symbol.Name == doorTypeName)
{
return(true);
}
return(false);
});
if (validType != null)
{
doorType = doc.GetElement(validType) as FamilySymbol;
symbolFound = true;
}
}
}
//使用族类型创建门 线性的门是有着LocationCurve的且LocationCurve.Curve为Line的元素
Wall wall = null;
if (doorType != null)
{
Element element = new FilteredElementCollector(doc)
.WherePasses(new ElementClassFilter(typeof(Wall)))
.FirstOrDefault(c =>
{
var locationCurve = c.Location as LocationCurve;
if (locationCurve != null)
{
var line = locationCurve.Curve as Line;
if (line != null)
{
return(true);
}
return(false);
}
return(false);
});
if (element != null)
{
wall = element as Wall;
}
}
//在墙的中心创建一个门
if (wall != null)
{
var line = (wall.Location as LocationCurve).Curve as Line;
var wallLevel = doc.GetElement(wall.LevelId) as Level;
XYZ midPoint = (line.GetEndPoint(0) + line.GetEndPoint(1)) / 2;
var structureType = Autodesk.Revit.DB.Structure.StructuralType.NonStructural;
FamilyInstance door = doc.Create.NewFamilyInstance(midPoint, doorType, wall, wallLevel, structureType);
}
#endregion
#region 制墙类型
var wallElementId = 1111;
wall = doc.GetElement(new ElementId(wallElementId)) as Wall;
if (wall != null)
{
var wallType = wall.WallType;
ElementType duplicatedType = wallType.Duplicate(wall.Name + "duplicated");
}
#endregion
#region 元素移动
VLTransactionHelper.DelegateTransaction(doc, "创建一根柱子", () =>
{
//Revit文档的创建句柄
Autodesk.Revit.Creation.Document creator = doc.Create;
XYZ origin = new XYZ(0, 0, 0);
Level level = doc.GetElement(new ElementId(12122)) as Level;
FamilySymbol columnType = doc.GetElement(new ElementId(12123)) as FamilySymbol;
var structureType = Autodesk.Revit.DB.Structure.StructuralType.Column;
FamilyInstance column = creator.NewFamilyInstance(origin, columnType, level, structureType);
XYZ newPlace = new XYZ(10, 20, 30);
ElementTransformUtils.MoveElement(doc, column.Id, newPlace);
return(true);
});
#endregion
#region ElementTransformUtils
//ElementTransformUtils.CopyElement();
//ElementTransformUtils.CopyElements();
//ElementTransformUtils.MirrorElement();
//ElementTransformUtils.MirrorElements();
//ElementTransformUtils.MoveElement();
//ElementTransformUtils.MoveElements();
//ElementTransformUtils.RotateElement();
//ElementTransformUtils.RotateElements();
#endregion
#region 元素旋转
VLTransactionHelper.DelegateTransaction(doc, "ElementTransformUtils旋转方法", () =>
{
LocationCurve wallLine = wall.Location as LocationCurve;
XYZ p1 = wallLine.Curve.GetEndPoint(0);
XYZ p2 = new XYZ(p1.X, p1.Y, 30);
Line axis = Line.CreateBound(p1, p2);
ElementTransformUtils.RotateElement(doc, wall.Id, axis, Math.PI / 3);//逆时针60°
return(true);
});
VLTransactionHelper.DelegateTransaction(doc, "LocationCurve,LocationPoint,自带的旋转方法", () =>
{
LocationCurve locationCurve = wall.Location as LocationCurve;//线性坐标自带线
if (locationCurve != null)
{
Curve curve = locationCurve.Curve;
var start = curve.GetEndPoint(0);
Line axis = Line.CreateBound(start, start.Add(new XYZ(0, 0, 10)));
locationCurve.Rotate(axis, Math.PI);//PI=180°
}
LocationPoint locationPoint = wall.Location as LocationPoint;
if (locationPoint != null)
{
var start = locationPoint.Point;
Line axis = Line.CreateBound(start, start.Add(new XYZ(0, 0, 10)));
locationPoint.Rotate(axis, Math.PI);
}
return(true);
});
#endregion
#region 元素镜像
VLTransactionHelper.DelegateTransaction(doc, "元素镜像", () =>
{
Plane plane = new Plane(XYZ.BasisX, XYZ.Zero);
if (ElementTransformUtils.CanMirrorElement(doc, wall.Id))
{
ElementTransformUtils.MirrorElement(doc, wall.Id, plane);
}
return(true);
});
#endregion
#region 元素删除
//var deleteElements = Document.Delete(@ElementIds);
#endregion
#region 元素组合
VLTransactionHelper.DelegateTransaction(doc, "元素组合", () =>
{
List <ElementId> elementIds = new List <ElementId>()
{
new ElementId(1000),
new ElementId(1001),
new ElementId(1002),
};
Group group = doc.Create.NewGroup(elementIds);
return(true);
});
#endregion
#region 元素编辑
VLTransactionHelper.DelegateTransaction(doc, "创建参照平面", () =>
{
XYZ bubbleEnd = new XYZ(0, 5, 5);
XYZ freeEnd = new XYZ(5, 5, 5);
XYZ cutVector = XYZ.BasisY;
View view = doc.ActiveView;
ReferencePlane referencePlane = doc.FamilyCreate.NewReferencePlane(bubbleEnd, freeEnd, cutVector, view);
referencePlane.Name = "MyReferencePlane";
return(true);
});
VLTransactionHelper.DelegateTransaction(doc, "创建参照线,由模型线-转>参照线", () =>
{
ModelCurve modelCurve = doc.GetElement(new ElementId(1000)) as ModelCurve;//ModelCurve模型线
modelCurve.ChangeToReferenceLine();
//modelCurve.IsReferenceLine;
return(true);
});
VLTransactionHelper.DelegateTransaction(doc, "通过标高创建草图平面,然后在草图平面创建模型线", () =>
{
Level level = new FilteredElementCollector(doc).OfCategory(BuiltInCategory.OST_Levels).FirstOrDefault() as Level;
Line line = Line.CreateBound(XYZ.Zero, new XYZ(10, 10, 0));
SketchPlane sketchPlane = SketchPlane.Create(doc, level.Id);
ModelCurve modelLine = doc.FamilyCreate.NewModelCurve(line, sketchPlane);
return(true);
});
VLTransactionHelper.DelegateTransaction(doc, "使用拉身体获取相应的草图平面", () =>
{
Extrusion extrusion = doc.GetElement(new ElementId(11212)) as Extrusion;
SketchPlane sketchPlane = extrusion.Sketch.SketchPlane;
CurveArrArray sketchProfile = extrusion.Sketch.Profile;
return(true);
});
#endregion
#region 族
string tagName = "梁平法_集中标_左对齐";
FamilySymbol tagSymbol = null;
//查找族类型
var symbols = new FilteredElementCollector(doc)
.WherePasses(new ElementClassFilter(typeof(FamilySymbol)))
.WherePasses(new ElementCategoryFilter(BuiltInCategory.OST_StructuralFramingTags));
var targetSymbol = symbols.FirstOrDefault(c => c.Name == tagName);
if (targetSymbol != null)
{
tagSymbol = targetSymbol as FamilySymbol;
}
//空时加载族类型
if (tagSymbol == null)
{
var symbolFile = @"E:\WorkingSpace\Tasks\0526标注\梁平法_集中标_左对齐.rfa";
Family family;
if (doc.LoadFamily(symbolFile, out family))
{
foreach (ElementId typeId in family.GetValidTypes())
{
var validType = doc.GetElement(typeId) as FamilySymbol;
if (validType != null && validType.Name == tagName)
{
tagSymbol = validType;
break;
}
}
}
else
{
TaskDialogShow("加载族文件失败");
}
}
//如果上述两者获取到了对应的族
if (tagSymbol != null)
{
//doc.Create.NewFamilyInstance(, tagSymbol);
}
#endregion
#region 建筑建模
VLTransactionHelper.DelegateTransaction(doc, "修改标高的基面", () =>
{
var levelId = 111;
Level level = doc.GetElement(new ElementId(levelId)) as Level;
LevelType levelType = doc.GetElement(level.GetTypeId()) as LevelType;
return(true);
});
#endregion
return(Result.Succeeded);
}
public Result Execute(ExternalCommandData commandData, ref string message, ElementSet elements)
{
UIDocument uidoc = commandData.Application.ActiveUIDocument;
Autodesk.Revit.DB.Document doc = uidoc.Document;
Transaction trans = new Transaction(doc);
trans.Start("交易開始");
//訂定土體範圍
List <XYZ> topxyz = new List <XYZ>();
XYZ t1 = new XYZ(-200, -200, 0);
XYZ t2 = new XYZ(200, -200, 0);
XYZ t3 = new XYZ(200, 200, 0);
XYZ t4 = new XYZ(-200, 200, 0);
topxyz.Add(t1 * 1000 / 304.8);
topxyz.Add(t2 * 1000 / 304.8);
topxyz.Add(t3 * 1000 / 304.8);
topxyz.Add(t4 * 1000 / 304.8);
TopographySurface.Create(doc, topxyz);
//開挖深度所需參數
FilteredElementCollector collector = new FilteredElementCollector(doc);
collector.OfClass(typeof(BuildingPadType));
BuildingPadType bdtp = collector.FirstElement() as BuildingPadType;
csv_read csv = new csv_read();
csv.Main();
//開挖各階之深度輸入
List <double> height = new List <double>();
foreach (var data in csv.excaLevel)
{
height.Add(data.Item2 * -1);
}
//建立開挖階數
Level[] levlist = new Level[height.Count()];
for (int i = 0; i != height.Count(); i++)
{
levlist[i] = Level.Create(doc, height[i] * 1000 / 304.8);
levlist[i].Name = "開挖階數" + (i + 1).ToString();
}
double wallLength = csv.Wall_length;
Level DW_level = Level.Create(doc, wallLength * -1 * 1000 / 304.8);
//建立回築樓層
Level[] re_levlist = new Level[csv.back.Count()];
for (int i = 0; i != csv.back.Count(); i++)
{
re_levlist[i] = Level.Create(doc, (csv.back[i].Item2 * -1 + csv.back[i].Item3 / (2)) * 1000 / 304.8);
re_levlist[i].Name = (csv.back[i].Item1).ToString();
}
Level[] all_level_list = new Level[levlist.Count() + re_levlist.Count()];
all_level_list = levlist.Concat(re_levlist).ToArray();
//訂定開挖範圍
IList <CurveLoop> profileloops = new List <CurveLoop>();
IList <Curve> wall_profileloops = new List <Curve>();
//須回到原點
XYZ[] points = new XYZ[csv.excaRange.Count()];
for (int i = 0; i != csv.excaRange.Count(); i++)
{
points[i] = new XYZ(csv.excaRange[i].Item1, csv.excaRange[i].Item2, 0) * 1000 / 304.8;
}
CurveLoop profileloop = new CurveLoop();
for (int i = 0; i < points.Count() - 1; i++)
{
Line line = Line.CreateBound(points[i], points[i + 1]);
wall_profileloops.Add(line);
profileloop.Append(line);
}
profileloops.Add(profileloop);
Level levdeep = null;
//建立開挖深度
ICollection <Level> level_familyinstance = new FilteredElementCollector(doc).OfClass(typeof(Level)).Cast <Level>().ToList();
foreach (Level lev in level_familyinstance)
{
if (lev.Name == levlist[levlist.Count() - 1].Name)
{
BuildingPad b = BuildingPad.Create(doc, bdtp.Id, lev.Id, profileloops);
levdeep = lev;
}
}
//建立連續壁
IList <Curve> inner_wall_curves = new List <Curve>();
double wall_W = csv.Wall_width * 1000; //連續壁厚度
List <Wall> inner_wall = new List <Wall>();
ICollection <WallType> walltype_familyinstance = new FilteredElementCollector(doc).OfClass(typeof(WallType)).Cast <WallType>().ToList();
foreach (WallType walltype in walltype_familyinstance)
{
if (walltype.Name == "連續壁")
{
for (int i = 0; i < points.Count <XYZ>() - 1; i++)
{
Curve c = wall_profileloops[i].CreateOffset(wall_W / 2 / 304.8, new XYZ(0, 0, -1)); //偏移連續壁厚度1/2的距離，做為建置參考線
Wall w = Wall.Create(doc, c, walltype.Id, DW_level.Id, wallLength * 1000 / 304.8, 0, false, false);
w.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set("連續壁");
inner_wall.Add(w);
}
}
}
trans.Commit();
//取得連續壁內座標點
XYZ[] innerwall_points = new XYZ[points.Count <XYZ>()];
XYZ[] for_check_innerwall_points = new XYZ[points.Count <XYZ>()]; //計算支撐中間樁之擺放界線
for (int i = 0; i < (inner_wall.Count <Wall>()); i++)
{
//inner
XYZ wall_curve_point = (inner_wall[i].Location as LocationCurve).Curve.Tessellate()[0];
wall_curve_point = new XYZ(wall_curve_point.X, wall_curve_point.Y, 0);
innerwall_points[i] = points[i] - (points[i] - wall_curve_point) * 2;
for_check_innerwall_points[i] = points[i] - (points[i] - wall_curve_point) * 1.4; //計算支撐中間樁之擺放界線
}
innerwall_points[points.Count <XYZ>() - 1] = innerwall_points[0];
for_check_innerwall_points[points.Count <XYZ>() - 1] = for_check_innerwall_points[0];
//取得側牆profile
IList <CurveLoop> bdtpCurve = new List <CurveLoop>();
IList <Curve> side_wall_profileloops = new List <Curve>();
CurveLoop bdtploop = new CurveLoop();
for (int i = 0; i < innerwall_points.Count() - 1; i++)
{
Line line = Line.CreateBound(innerwall_points[i], innerwall_points[i + 1]);
side_wall_profileloops.Add(line);
bdtploop.Append(line);
}
//trans.commit();
trans.Start("inner_buildingpad");
// /*
bdtpCurve.Add(bdtploop);
//建立開挖深度
ICollection <Level> level_family = new FilteredElementCollector(doc).OfClass(typeof(Level)).Cast <Level>().ToList();
foreach (Level lev in level_family)
{
if (lev.Name == levlist[levlist.Count() - 1].Name)
{
BuildingPad b = BuildingPad.Create(doc, bdtp.Id, lev.Id, bdtpCurve);
//b.get_Parameter(BuiltInParameter.)
//b.LookupParameter("厚度").SetValueString("1");
levdeep = lev;
}
}
// */
trans.Commit();
trans.Start("side_wall");
//建立側牆
List <Wall> side_wall = new List <Wall>();
foreach (WallType walltype in walltype_familyinstance)
{
if (walltype.Name == "側牆")
{
for (int i = 0; i < csv.sidewall.Count; i++)
{
double floor_width = csv.back[i].Item3 * 1000 / 304.8; //set the width to a new value
double floor_deep = -csv.back[i].Item2 * 1000 / 304.8;
double floor_bottom = (floor_deep + floor_width / 2); //側牆底部高程點(考慮厚度做offset後-往上半個厚度)
double floor_top = (csv.back[i + 1].Item2 + csv.back[i + 1].Item3 / 2) * 1000 / 304.8; //側牆頂部高程點(考慮厚度做offset後-往下半個厚度)
for (int j = 0; j < points.Count <XYZ>() - 1; j++)
{
Curve side_c = side_wall_profileloops[j].CreateOffset((csv.sidewall[i].Item2 * 1000 / 2) / 304.8, new XYZ(0, 0, -1)); //此步驟為偏移擋土牆厚度1/2距離，作為建置參考線
Wall side_w = Wall.Create(doc, side_c, walltype.Id, re_levlist[i].Id, (floor_bottom * (-1) - floor_top), 0, false, false);
side_w.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set(csv.sidewall[i].Item1 + "側牆");
side_wall.Add(side_w);
}
}
}
}
trans.Commit();
//取得側牆牆點座標
CurveArray profileloops_array = new CurveArray();
XYZ[] sidewall_points = new XYZ[points.Count <XYZ>()];
for (int i = 0; i < (inner_wall.Count <Wall>()); i++)
{
//side
XYZ side_wall_curve_point = (side_wall[i].Location as LocationCurve).Curve.Tessellate()[0];
side_wall_curve_point = new XYZ(side_wall_curve_point.X, side_wall_curve_point.Y, 0);
sidewall_points[i] = innerwall_points[i] - (innerwall_points[i] - side_wall_curve_point) * 2;
}
sidewall_points[points.Count <XYZ>() - 1] = sidewall_points[0];
//建立底板範圍
for (int i = 0; i < points.Count() - 1; i++)
{
Line line = Line.CreateBound(innerwall_points[i], innerwall_points[i + 1]);
profileloops_array.Append(line);
}
trans.Start("建立底板");
//建立底板類型及實作元件
ICollection <FloorType> family = new FilteredElementCollector(doc).OfClass(typeof(FloorType)).Cast <FloorType>().ToList();
FloorType floor_type = family.Where(x => x.Name == "通用 300mm").First();
int base_control = 0;
foreach (Tuple <string, double, double, double> base_tuple in csv.back)
{
FloorType newFamSym = null;
try { newFamSym = floor_type.Duplicate(base_tuple.Item1) as FloorType; } catch { newFamSym = family.Where(x => x.Name == base_tuple.Item1).First(); }
double floor_width = base_tuple.Item3 * 1000 / 304.8; //set the width to a new value
double floor_deep = base_tuple.Item2 * -1 * 1000 / 304.8;
double floor_offset = (floor_deep + floor_width / 2) * 304.8;
newFamSym.GetCompoundStructure().GetLayers()[0].Width = floor_width;
CompoundStructure ly = newFamSym.GetCompoundStructure();
ly.SetLayerWidth(0, floor_width);
newFamSym.SetCompoundStructure(ly);
Floor floor = doc.Create.NewFloor(profileloops_array, newFamSym as FloorType, re_levlist[base_control], false);
floor.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set(base_tuple.Item1);
floor.get_Parameter(BuiltInParameter.FLOOR_HEIGHTABOVELEVEL_PARAM).SetValueString("0");
base_control += 1;
}
trans.Commit();
//取得所有XY數值
List <double> Xs = new List <double>();
List <double> Ys = new List <double>();
double[] slope = new double[inner_wall.Count <Wall>()];
double[] bias = new double[inner_wall.Count <Wall>()];
for (int i = 0; i < (innerwall_points.Count <XYZ>()); i++)
{
Xs.Add(innerwall_points[i].X);
Ys.Add(innerwall_points[i].Y);
if (i < slope.Count())
{
if (innerwall_points[i + 1].X - innerwall_points[i].X == 0)
{
slope[i] = 20172018;
bias[i] = innerwall_points[i + 1].X;
}
else
{
slope[i] = (innerwall_points[i + 1].Y - innerwall_points[i].Y) / (innerwall_points[i + 1].X - innerwall_points[i].X);
if (slope[i] == 0 || Math.Abs(slope[i]) < 0.0000001)
{
bias[i] = innerwall_points[i + 1].Y;
}
else
{
bias[i] = innerwall_points[i + 1].Y - slope[i] * innerwall_points[i + 1].X;
}
}
}
}
Transaction trans_2 = new Transaction(doc);
trans_2.Start("交易開始");
//開始建立中間樁
double columns_dis = csv.centralCol[0].Item1 * 1000 / 304.8; //中間樁間距
ICollection <FamilySymbol> columns_familyinstance = new FilteredElementCollector(doc).OfClass(typeof(FamilySymbol)).Cast <FamilySymbol>().ToList();
foreach (FamilySymbol column_type in columns_familyinstance)
{
if (column_type.Name == "中間樁")
{
for (int j = 0; j < (Math.Abs(Ys.Max() - Ys.Min()) / columns_dis - 1); j++)
{
for (int i = 0; i < (Math.Abs(Xs.Max() - Xs.Min()) / columns_dis - 1); j++)
{
XYZ column_location = new XYZ(Xs.Min() + (i + 1) * columns_dis, Ys.Min() + (j + 1) * columns_dis, 0);
if (IsInPolygon(column_location, innerwall_points) == true)
{
//TaskDialog.Show("asd", "asd");
FamilyInstance column_instance = doc.Create.NewFamilyInstance(column_location, column_type, levdeep, Autodesk.Revit.DB.Structure.StructuralType.Column);
column_instance.get_Parameter(BuiltInParameter.FAMILY_TOP_LEVEL_OFFSET_PARAM).SetValueString("0"); //中間樁長度
column_instance.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set("中間樁");
}
}
}
}
}
//迴圈起始點
for (int lev = 0; lev != csv.supLevel.Count(); lev++)
{
//建立圍囹
//開始建立圍囹
ICollection <FamilySymbol> beam_familyinstance = new FilteredElementCollector(doc).OfClass(typeof(FamilySymbol)).Cast <FamilySymbol>().ToList();
foreach (FamilySymbol beam_type in beam_familyinstance)
{
if (beam_type.Name == "H100x100")
{
double beam_H = double.Parse(beam_type.LookupParameter("H").AsValueString());
double beam_B = double.Parse(beam_type.LookupParameter("B").AsValueString());
for (int i = 0; i < innerwall_points.Count <XYZ>() - 1; i++)
{
Curve c = null;
if (i == points.Count <XYZ>())
{
try { int.Parse(csv.supLevel[lev].Item1.ToString()); c = Line.CreateBound(innerwall_points[i], innerwall_points[0]).CreateOffset((beam_H) / 304.8, new XYZ(0, 0, -1)); }
catch { c = Line.CreateBound(sidewall_points[i], sidewall_points[0]).CreateOffset((beam_H) / 304.8, new XYZ(0, 0, -1)); }
}
else
{
try { int.Parse(csv.supLevel[lev].Item1.ToString()); c = Line.CreateBound(innerwall_points[i], innerwall_points[i + 1]).CreateOffset((beam_H) / 304.8, new XYZ(0, 0, -1)); }
catch { c = Line.CreateBound(sidewall_points[i], sidewall_points[i + 1]).CreateOffset((beam_H) / 304.8, new XYZ(0, 0, -1)); }
}
FamilyInstance beam = doc.Create.NewFamilyInstance(c, beam_type, levlist[0], Autodesk.Revit.DB.Structure.StructuralType.Beam);
beam.LookupParameter("斷面旋轉").SetValueString("90");
StructuralFramingUtils.DisallowJoinAtEnd(beam, 0);
StructuralFramingUtils.DisallowJoinAtEnd(beam, 1);
beam.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set((csv.supLevel[lev].Item1).ToString() + "-圍囹");
//判斷圍囹之垂直深度，斜率零為負，反之為正
if ((i % 2 == 0))
{
beam.get_Parameter(BuiltInParameter.Y_OFFSET_VALUE).SetValueString((csv.supLevel[lev].Item2 * 1000 - beam_B / 2).ToString()); //2000為支撐階數深度，表1中
}
else
{
beam.get_Parameter(BuiltInParameter.Y_OFFSET_VALUE).SetValueString((csv.supLevel[lev].Item2 * 1000 + beam_B / 2).ToString());
}
}
}
}
//開始建立支撐
//建立支撐
XYZ frame_startpoint = null;
XYZ frame_endpoint = null;
ICollection <FamilySymbol> frame_familyinstance = new FilteredElementCollector(doc).OfClass(typeof(FamilySymbol)).Cast <FamilySymbol>().ToList();
foreach (FamilySymbol frame_type in frame_familyinstance)
{
if (frame_type.Name == "H100x100")
{
double frame_H = double.Parse(frame_type.LookupParameter("H").AsValueString());
//X向支撐
for (int j = 0; j < Math.Abs(Ys.Max() - Ys.Min()) / columns_dis - 1; j++)
{
for (int i = 0; i < Math.Abs(Xs.Max() - Xs.Min()) / columns_dis - 1; i++)
{
XYZ frame_location = new XYZ(Xs.Min() + (i + 1) * columns_dis, Ys.Min() + (j + 1) * columns_dis, 0);
frame_startpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, true)[0];
if (IsInPolygon(frame_location, innerwall_points) == true)
{
try
{
frame_endpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, true)[1];
Line line = Line.CreateBound(frame_startpoint, frame_endpoint);
FamilyInstance frame_instance = doc.Create.NewFamilyInstance(line, frame_type, levdeep, Autodesk.Revit.DB.Structure.StructuralType.Beam);
frame_instance.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set((csv.supLevel[lev].Item1).ToString() + "-支撐");
//處理偏移與延伸問題
frame_instance.get_Parameter(BuiltInParameter.Z_OFFSET_VALUE).SetValueString((csv.supLevel[lev].Item2 * -1000).ToString());
frame_instance.get_Parameter(BuiltInParameter.Y_OFFSET_VALUE).SetValueString((-frame_H).ToString());
try
{
int.Parse(csv.supLevel[lev].Item1.ToString());
frame_instance.get_Parameter(BuiltInParameter.START_EXTENSION).SetValueString((-frame_H).ToString());
frame_instance.get_Parameter(BuiltInParameter.END_EXTENSION).SetValueString((-frame_H).ToString());
}
catch
{
frame_instance.get_Parameter(BuiltInParameter.START_EXTENSION).SetValueString((-frame_H - csv.sidewall[0].Item2 * 1000).ToString());
frame_instance.get_Parameter(BuiltInParameter.END_EXTENSION).SetValueString((-frame_H - csv.sidewall[0].Item2 * 1000).ToString());
}
//取消接合
StructuralFramingUtils.DisallowJoinAtEnd(frame_instance, 0);
StructuralFramingUtils.DisallowJoinAtEnd(frame_instance, 1);
//若為雙向支撐，則鏡射支撐
if (csv.supLevel[lev].Item3 == 2)
{
ElementTransformUtils.MirrorElement(doc, frame_instance.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisY, frame_startpoint));
}
break;
}
catch { }
}
}
}
//Y向支撐
for (int i = 0; i < (Math.Abs(Xs.Max() - Xs.Min()) / columns_dis - 1); i++)
{
for (int j = 0; j < (Math.Abs(Ys.Max() - Ys.Min()) / columns_dis - 1); j++)
{
XYZ frame_location = new XYZ(Xs.Min() + (i + 1) * columns_dis, Ys.Min() + (1 + j) * columns_dis, 0);
frame_startpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, false)[0];
if (IsInPolygon(frame_location, innerwall_points) == true)
{
try
{
frame_endpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, false)[1];
Line line = Line.CreateBound(frame_startpoint, frame_endpoint);
FamilyInstance frame_instance = doc.Create.NewFamilyInstance(line, frame_type, levdeep, Autodesk.Revit.DB.Structure.StructuralType.Beam);
frame_instance.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set((csv.supLevel[lev].Item1).ToString() + "-支撐");
//處理偏移與延伸問題
frame_instance.get_Parameter(BuiltInParameter.Z_OFFSET_VALUE).SetValueString((csv.supLevel[lev].Item2 * -1000 + frame_H).ToString());//2000為支撐階數深度，表1中
frame_instance.get_Parameter(BuiltInParameter.Y_OFFSET_VALUE).SetValueString((-frame_H).ToString());
try
{
int.Parse(csv.supLevel[lev].Item1.ToString());
frame_instance.get_Parameter(BuiltInParameter.START_EXTENSION).SetValueString((-frame_H).ToString());
frame_instance.get_Parameter(BuiltInParameter.END_EXTENSION).SetValueString((-frame_H).ToString());
}
catch
{
frame_instance.get_Parameter(BuiltInParameter.START_EXTENSION).SetValueString((-frame_H - csv.sidewall[0].Item2 * 1000).ToString());
frame_instance.get_Parameter(BuiltInParameter.END_EXTENSION).SetValueString((-frame_H - csv.sidewall[0].Item2 * 1000).ToString());
}
//取消接合
StructuralFramingUtils.DisallowJoinAtEnd(frame_instance, 0);
StructuralFramingUtils.DisallowJoinAtEnd(frame_instance, 1);
//若為雙向支撐，則鏡射支撐
if (csv.supLevel[lev].Item3 == 2)
{
ElementTransformUtils.MirrorElement(doc, frame_instance.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisX, frame_startpoint));
}
break;
}
catch { }
}
}
}
}
}
//建立斜撐
ICollection <FamilySymbol> slopframe_symbol = new FilteredElementCollector(doc).OfClass(typeof(FamilySymbol)).Cast <FamilySymbol>().ToList();
foreach (FamilySymbol slopframe_type in slopframe_symbol)
{
if (slopframe_type.Name == "斜撐")
{
//X向斜撐
for (int j = 0; j < (Math.Abs(Ys.Max() - Ys.Min()) / columns_dis - 1); j++)
{
for (int i = 0; i < (Math.Abs(Xs.Max() - Xs.Min()) / columns_dis - 1); i++)
{
XYZ frame_location = new XYZ(Xs.Min() + (i + 1) * columns_dis, Ys.Min() + (j + 1) * columns_dis, 0);
frame_startpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, true)[0];
if (IsInPolygon(frame_location, innerwall_points) == true)
{
frame_endpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, true)[1];
FamilyInstance slopframe_1 = doc.Create.NewFamilyInstance(frame_startpoint, slopframe_type, all_level_list[lev], Autodesk.Revit.DB.Structure.StructuralType.Beam);
FamilyInstance slopframe_2 = doc.Create.NewFamilyInstance(frame_endpoint, slopframe_type, all_level_list[lev], Autodesk.Revit.DB.Structure.StructuralType.Beam);
slopframe_1.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set((csv.supLevel[lev].Item1).ToString() + "-斜撐");
slopframe_2.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set((csv.supLevel[lev].Item1).ToString() + "-斜撐");
slopframe_1.get_Parameter(BuiltInParameter.INSTANCE_FREE_HOST_OFFSET_PARAM).Set(Math.Abs(all_level_list[lev].Elevation - csv.supLevel[lev].Item2 * -1000 / 304.8 + slopframe_1.LookupParameter("支撐厚度").AsDouble() / 2));
slopframe_2.get_Parameter(BuiltInParameter.INSTANCE_FREE_HOST_OFFSET_PARAM).Set(Math.Abs(all_level_list[lev].Elevation - csv.supLevel[lev].Item2 * -1000 / 304.8 + slopframe_1.LookupParameter("支撐厚度").AsDouble() / 2));
int o;
if (int.TryParse(csv.supLevel[lev].Item1, out o) == false)//305為圍囹寬度，應該要查表而非指定。
{
slopframe_1.LookupParameter("圍囹寬度").SetValueString((305 + csv.sidewall[0].Item2 * 1000).ToString());
slopframe_2.LookupParameter("圍囹寬度").SetValueString((305 + csv.sidewall[0].Item2 * 1000).ToString());
}
else
{
slopframe_1.LookupParameter("圍囹寬度").SetValueString((305).ToString());
slopframe_2.LookupParameter("圍囹寬度").SetValueString((305).ToString());
}
//旋轉斜撐元件
Line rotate_line_s = Line.CreateBound(frame_startpoint, frame_startpoint + new XYZ(0, 0, 1));
Line rotate_line_e = Line.CreateBound(frame_endpoint, frame_endpoint + new XYZ(0, 0, 1));
slopframe_1.Location.Rotate(rotate_line_s, 1.5 * Math.PI);
slopframe_2.Location.Rotate(rotate_line_e, 0.5 * Math.PI);
//鏡射斜撐元件
if (csv.supLevel[lev].Item3 == 2)//雙排
{
ElementTransformUtils.MirrorElement(doc, slopframe_1.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisY, frame_startpoint));
ElementTransformUtils.MirrorElement(doc, slopframe_2.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisY, frame_endpoint));
}
else//單排
{
ElementTransformUtils.MirrorElement(doc, slopframe_1.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisY, frame_startpoint.Add(new XYZ(0, -(slopframe_1.LookupParameter("支撐厚度").AsDouble() / 2 + slopframe_1.LookupParameter("中間樁直徑").AsDouble() / 2), 0))));
ElementTransformUtils.MirrorElement(doc, slopframe_2.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisY, frame_endpoint));
slopframe_2.Location.Move((new XYZ(0, -(slopframe_1.LookupParameter("支撐厚度").AsDouble() + slopframe_1.LookupParameter("中間樁直徑").AsDouble()), 0)));
}
break;
}
}
}
//Y向斜撐
for (int i = 0; i < (Math.Abs(Xs.Max() - Xs.Min()) / columns_dis - 1); i++)
{
for (int j = 0; j < (Math.Abs(Ys.Max() - Ys.Min()) / columns_dis - 1); j++)
{
XYZ frame_location = new XYZ(Xs.Min() + (i + 1) * columns_dis, Ys.Min() + (1 + j) * columns_dis, 0);
frame_startpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, false)[0];
if (IsInPolygon(frame_location, innerwall_points) == true)
{
frame_endpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, false)[1];
FamilyInstance slopframe_1 = doc.Create.NewFamilyInstance(frame_startpoint, slopframe_type, all_level_list[lev], Autodesk.Revit.DB.Structure.StructuralType.Beam);
FamilyInstance slopframe_2 = doc.Create.NewFamilyInstance(frame_endpoint, slopframe_type, all_level_list[lev], Autodesk.Revit.DB.Structure.StructuralType.Beam);
slopframe_1.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set((csv.supLevel[lev].Item1).ToString() + "-斜撐");
slopframe_2.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set((csv.supLevel[lev].Item1).ToString() + "-斜撐");
slopframe_1.get_Parameter(BuiltInParameter.INSTANCE_FREE_HOST_OFFSET_PARAM).Set(Math.Abs(all_level_list[lev].Elevation - csv.supLevel[lev].Item2 * -1000 / 304.8 - slopframe_1.LookupParameter("支撐厚度").AsDouble() / 2));
slopframe_2.get_Parameter(BuiltInParameter.INSTANCE_FREE_HOST_OFFSET_PARAM).Set(Math.Abs(all_level_list[lev].Elevation - csv.supLevel[lev].Item2 * -1000 / 304.8 - slopframe_2.LookupParameter("支撐厚度").AsDouble() / 2));
int o;
if (int.TryParse(csv.supLevel[lev].Item1, out o) == false)//305為圍囹寬度，應該要查表而非指定。
{
slopframe_1.LookupParameter("圍囹寬度").SetValueString((305 + csv.sidewall[0].Item2 * 1000).ToString());
slopframe_2.LookupParameter("圍囹寬度").SetValueString((305 + csv.sidewall[0].Item2 * 1000).ToString());
}
else
{
slopframe_1.LookupParameter("圍囹寬度").SetValueString((305).ToString());
slopframe_2.LookupParameter("圍囹寬度").SetValueString((305).ToString());
}
//旋轉斜撐元件
Line rotate_line = Line.CreateBound(frame_endpoint, frame_endpoint + new XYZ(0, 0, 1));
slopframe_2.Location.Rotate(rotate_line, Math.PI);
//鏡射斜撐元件
if (csv.supLevel[lev].Item3 == 2)//雙排
{
ElementTransformUtils.MirrorElement(doc, slopframe_1.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisX, frame_startpoint));
ElementTransformUtils.MirrorElement(doc, slopframe_2.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisX, frame_endpoint));
}
else//單排
{
ElementTransformUtils.MirrorElement(doc, slopframe_1.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisX, frame_startpoint.Add(new XYZ(slopframe_1.LookupParameter("支撐厚度").AsDouble() / 2 + slopframe_1.LookupParameter("中間樁直徑").AsDouble() / 2, 0, 0))));
ElementTransformUtils.MirrorElement(doc, slopframe_2.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisX, frame_endpoint));
slopframe_2.Location.Move((new XYZ((slopframe_1.LookupParameter("支撐厚度").AsDouble() + slopframe_1.LookupParameter("中間樁直徑").AsDouble()), 0, 0)));
}
break;
}
}
}
}
}
}
trans_2.Commit();
return(Result.Succeeded);
}
