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);
}
}
