internal static void UpdateTag(ElementId modifiedElmId, Autodesk.Revit.DB.Document doc) { StringBuilder strBld = new StringBuilder(); int rows = 0; int shelfLength = 0; Element modifiedElm = doc.GetElement(modifiedElmId); switch (modifiedElm.Category.Name) { case "Walls": Wall wl = modifiedElm as Wall; WallType wlType = wl.WallType; CompoundStructure cmpStr_wl = wlType.GetCompoundStructure(); strBld = LayersAsString(cmpStr_wl, doc, out shelfLength); rows = wlType.GetCompoundStructure().LayerCount; break; case "Floors": Floor fl = modifiedElm as Floor; FloorType flType = fl.FloorType; CompoundStructure cmpStr_fl = flType.GetCompoundStructure(); strBld = LayersAsString(cmpStr_fl, doc, out shelfLength); rows = flType.GetCompoundStructure().LayerCount; break; case "Ceilings": Ceiling cl = modifiedElm as Ceiling; CeilingType clType = doc.GetElement(cl.GetTypeId()) as CeilingType; CompoundStructure cmpStr_cl = clType.GetCompoundStructure(); strBld = LayersAsString(cmpStr_cl, doc, out shelfLength); rows = clType.GetCompoundStructure().LayerCount; break; case "Roofs": RoofBase rf = modifiedElm as RoofBase; RoofType rfType = rf.RoofType; CompoundStructure cmpStr_rf = rfType.GetCompoundStructure(); strBld = LayersAsString(cmpStr_rf, doc, out shelfLength); rows = rfType.GetCompoundStructure().LayerCount; break; } FamilyInstance tag = doc.GetElement(new ElementId(modifiedElm.LookupParameter("LinkedTag").AsInteger())) as FamilyInstance; try { tag.LookupParameter("multilineText").Set(strBld.ToString()); tag.LookupParameter("# of Rows").Set(rows); tag.LookupParameter("Shelf Length").Set(ToFt(shelfLength)); } catch (Exception ex) { TaskDialog.Show("Error", ex.Message); } }
static Material GetMaterial(Document doc, Floor floor) { FloorType aFloorType = floor.FloorType; if (!aFloorType.IsFoundationSlab) { CompoundStructure comStruct = aFloorType.GetCompoundStructure(); Categories allCategories = doc.Settings.Categories; Category floorCategory = allCategories.get_Item(BuiltInCategory.OST_Floors); Material floorMat = floorCategory.Material; foreach (var structLayer in comStruct.GetLayers()) { var layerMat = ElementFilterUtils.GetElement(doc, structLayer.MaterialId) as Material; if (layerMat == null) { switch (structLayer.Function) { case MaterialFunctionAssignment.Structure: layerMat = allCategories.get_Item(BuiltInCategory.OST_FloorsStructure).Material; break; } } if (layerMat != null) { floorMat = layerMat; break; } } return(floorMat); } return(null); }
private FloorType CreateFloorType(Room room, string typeName) { FloorType newFloorType = null; using (var trans = new Transaction(m_doc)) { trans.Start("Create Floor Type"); try { if (string.IsNullOrEmpty(typeName)) { typeName = "Floor Finish"; if (!room.Document.IsLinked) { var param = room.get_Parameter(BuiltInParameter.ROOM_FINISH_FLOOR); param.Set(typeName); } } var collector = new FilteredElementCollector(m_doc); var classFilter = new ElementClassFilter(typeof(FloorType)); collector.WherePasses(classFilter); var floorTypes = collector.Cast <FloorType>().ToList <FloorType>(); var query = from floorType in floorTypes where floorType.Name == typeName select floorType; var existingFloorTypes = query.Cast <FloorType>().ToList(); if (existingFloorTypes.Count > 0) { newFloorType = existingFloorTypes[0]; } else { if (floorTypes.Count > 0) { foreach (var floorType in floorTypes) { if (floorType.IsFoundationSlab) { continue; } newFloorType = floorType.Duplicate(typeName) as FloorType; break; } } if (null != newFloorType) { var compoundStructure = newFloorType.GetCompoundStructure(); var layerThickness = 0.020833; var layerIndex = compoundStructure.GetFirstCoreLayerIndex(); compoundStructure.SetLayerFunction(layerIndex, MaterialFunctionAssignment.Finish1); compoundStructure.SetLayerWidth(layerIndex, layerThickness); for (var i = compoundStructure.LayerCount - 1; i > -1; i--) { if (i == layerIndex) { continue; } else { compoundStructure.DeleteLayer(i); } } compoundStructure.StructuralMaterialIndex = 0; //only single layer is remained newFloorType.SetCompoundStructure(compoundStructure); } } trans.Commit(); } catch (Exception ex) { MessageBox.Show("Cannot create a floor type.\n" + ex.Message, "Create Floor Type", MessageBoxButtons.OK, MessageBoxIcon.Warning); trans.RollBack(); } } return(newFloorType); }
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); }
public Result Execute(ExternalCommandData commandData, ref string message, ElementSet elements) { #region Get access to the current document and aplication. UIApplication uiapp = commandData.Application; UIDocument uidoc = commandData.Application.ActiveUIDocument; Autodesk.Revit.ApplicationServices.Application app = commandData.Application.Application; Autodesk.Revit.DB.Document doc = commandData.Application.ActiveUIDocument.Document; #endregion // Try to create a project parameter. try { Category walls = doc.Settings.Categories.get_Item(BuiltInCategory.OST_Walls); Category floors = doc.Settings.Categories.get_Item(BuiltInCategory.OST_Floors); Category ceilings = doc.Settings.Categories.get_Item(BuiltInCategory.OST_Ceilings); Category roofs = doc.Settings.Categories.get_Item(BuiltInCategory.OST_Roofs); CategorySet catSet = new CategorySet(); catSet.Insert(walls); catSet.Insert(floors); catSet.Insert(ceilings); catSet.Insert(roofs); using (Transaction t = new Transaction(doc, "Add project parameter")) { t.Start(); CreateProjectParam(app, "LinkedTag", ParameterType.Integer, false, catSet, BuiltInParameterGroup.INVALID, true); if (t.Commit() == TransactionStatus.Committed) { } else { t.RollBack(); } } } catch (Exception ex) { TaskDialog.Show("Error", ex.Message); } if (Schema.Lookup(new Guid("2B195204-1C04-4538-8881-AD22FA697B41")) == null) { BuildNewSchema(doc); } // Retrieving a specific family from the database. try { // Create a new FilteredElementCollector FilteredElementCollector collector = new FilteredElementCollector(doc); // Define and apply one or more filters to it. ElementCategoryFilter categoryFilter = new ElementCategoryFilter(BuiltInCategory.OST_GenericAnnotation); ParameterValueProvider pvp_1 = new ParameterValueProvider(new ElementId(BuiltInParameter.ALL_MODEL_FAMILY_NAME)); ParameterValueProvider pvp_2 = new ParameterValueProvider(new ElementId(BuiltInParameter.ALL_MODEL_TYPE_NAME)); FilterStringEquals equals = new FilterStringEquals(); string familyName = "Z-M2-MultilayerMaterialTag-LOD1"; string typeName = "2.5mm"; FilterRule fRule_1 = new FilterStringRule(pvp_1, equals, familyName, false); FilterRule fRule_2 = new FilterStringRule(pvp_2, equals, typeName, false); IList <FilterRule> fRules = new List <FilterRule> { fRule_1, fRule_2 }; ElementParameterFilter filters = new ElementParameterFilter(fRules); // Collect the familySymbol's id ICollection <ElementId> id = collector.WherePasses(categoryFilter).WherePasses(filters).ToElementIds(); if (id.Count == 0) { message = "No FamilyType has been detected."; return(Result.Failed); } AnnotationSymbolType materialTag = doc.GetElement(id.First()) as AnnotationSymbolType; if (CreateWorkPlane(doc) != true) { return(Result.Failed); } // Prompt the user to select select the element to be tagged. Reference pickedRef = null; pickedRef = uidoc.Selection.PickObject(ObjectType.Element, new MultilayerStrFilter(), "Please select a multilayer element."); Element selectedElm = doc.GetElement(pickedRef.ElementId); XYZ point = uidoc.Selection.PickPoint("Please pick a point to place the family"); StringBuilder strBld = new StringBuilder(); int rows; int shelfLength; switch (selectedElm.Category.Name) { case "Walls": Wall wl = selectedElm as Wall; WallType wlType = wl.WallType; CompoundStructure cmpStr_wl = wlType.GetCompoundStructure(); strBld = LayersAsString(cmpStr_wl, doc, out shelfLength); rows = wlType.GetCompoundStructure().LayerCount; break; case "Floors": Floor fl = selectedElm as Floor; FloorType flType = fl.FloorType; CompoundStructure cmpStr_fl = flType.GetCompoundStructure(); strBld = LayersAsString(cmpStr_fl, doc, out shelfLength); rows = flType.GetCompoundStructure().LayerCount; break; case "Ceilings": Ceiling cl = selectedElm as Ceiling; CeilingType clType = doc.GetElement(cl.GetTypeId()) as CeilingType; CompoundStructure cmpStr_cl = clType.GetCompoundStructure(); strBld = LayersAsString(cmpStr_cl, doc, out shelfLength); rows = clType.GetCompoundStructure().LayerCount; break; case "Roofs": RoofBase rf = selectedElm as RoofBase; RoofType rfType = rf.RoofType; CompoundStructure cmpStr_rf = rfType.GetCompoundStructure(); strBld = LayersAsString(cmpStr_rf, doc, out shelfLength); rows = rfType.GetCompoundStructure().LayerCount; break; default: TaskDialog.Show("Warning!", "This category is not supported."); return(Result.Failed); } using (Transaction trn_1 = new Transaction(doc, "Materials Mark")) { FamilyInstance createdElm = null; if (trn_1.Start() == TransactionStatus.Started) { createdElm = doc.Create.NewFamilyInstance(point, materialTag, doc.ActiveView); selectedElm.LookupParameter("LinkedTag").Set(createdElm.Id.IntegerValue); if (trn_1.Commit() == TransactionStatus.Committed) { Transaction trn_2 = new Transaction(doc, "Set parameters"); try { trn_2.Start(); createdElm.LookupParameter("multilineText").Set(strBld.ToString()); createdElm.LookupParameter("# of Rows").Set(rows); createdElm.LookupParameter("Shelf Length").Set(ToFt(shelfLength)); XYZ vec; if (selectedElm.Category.Name != "Walls") { vec = new XYZ(0, 0, createdElm.LookupParameter("Arrow Length").AsDouble() * doc.ActiveView.Scale); createdElm.LookupParameter("Down Arrow Direction").Set(1); } else { vec = new XYZ(-createdElm.LookupParameter("Arrow Length").AsDouble() * doc.ActiveView.Scale, 0, 0); createdElm.LookupParameter("Down Arrow Direction").Set(0); } ElementTransformUtils.MoveElement(doc, createdElm.Id, vec); trn_2.Commit(); AddElementToSchema(Schema.Lookup(new Guid("2B195204-1C04-4538-8881-AD22FA697B41")), createdElm, selectedElm.Id); } finally { if (trn_2 != null) { trn_2.Dispose(); } } } else { trn_1.RollBack(); return(Result.Failed); } } else { trn_1.RollBack(); return(Result.Failed); } return(Result.Succeeded); } } catch (Exception ex) { message = ex.Message; return(Result.Failed); } }