//NOTE: BuildingPad cannot be created from the API AFAIK
private BuildingPad BuildingPadToSpeckle(DB.BuildingPad revitPad)
{
var profiles = GetProfiles(revitPad);
var specklePad = new BuildingPad();
specklePad.type = Doc.GetElement(revitPad.GetTypeId()).Name;
specklePad.outline = profiles[0];
if (profiles.Count > 1)
{
specklePad.voids = profiles.Skip(1).ToList();
}
specklePad.level = ConvertAndCacheLevel(revitPad, BuiltInParameter.LEVEL_PARAM);
GetAllRevitParamsAndIds(specklePad, revitPad, new List <string> {
"LEVEL_PARAM"
});
var mesh = new Geometry.Mesh();
(mesh.faces, mesh.vertices) = GetFaceVertexArrayFromElement(revitPad, new Options()
{
DetailLevel = ViewDetailLevel.Fine, ComputeReferences = false
});
specklePad["@displayMesh"] = mesh;
return(specklePad);
}
//NOTE: BuildingPad cannot be created from the API AFAIK
private BuildingPad BuildingPadToSpeckle(DB.BuildingPad revitPad)
{
var profiles = GetProfiles(revitPad);
var specklePad = new BuildingPad();
specklePad.type = Doc.GetElement(revitPad.GetTypeId()).Name;
specklePad.outline = profiles[0];
if (profiles.Count > 1)
{
specklePad.voids = profiles.Skip(1).ToList();
}
specklePad.level = ConvertAndCacheLevel(revitPad, BuiltInParameter.LEVEL_PARAM);
GetAllRevitParamsAndIds(specklePad, revitPad, new List <string> {
"LEVEL_PARAM"
});
specklePad.displayMesh = GetElementDisplayMesh(revitPad, new Options()
{
DetailLevel = ViewDetailLevel.Fine, ComputeReferences = false
});
//Report.Log($"Converted BuildingPad {revitPad.Id}");
return(specklePad);
}
void ReconstructBuildingPadByOutline
(
Document doc,
ref Autodesk.Revit.DB.Element element,
IList <Rhino.Geometry.Curve> boundaries,
Optional <Autodesk.Revit.DB.BuildingPadType> type,
Optional <Autodesk.Revit.DB.Level> level
)
{
var scaleFactor = 1.0 / Revit.ModelUnits;
if (scaleFactor != 1.0)
{
foreach (var boundary in boundaries)
{
boundary.Scale(scaleFactor);
}
}
var boundaryBBox = Rhino.Geometry.BoundingBox.Empty;
foreach (var boundary in boundaries)
{
boundaryBBox.Union(boundary.GetBoundingBox(true));
}
SolveOptionalType(ref type, doc, ElementTypeGroup.BuildingPadType, (document, param) => BuildingPadType.CreateDefault(document), nameof(type));
SolveOptionalLevel(ref level, doc, boundaryBBox.Min.Z, nameof(level));
var curveLoops = boundaries.Select(region => CurveLoop.Create(region.ToHost().SelectMany(x => x.ToBoundedCurves()).ToList()));
// Type
ChangeElementTypeId(ref element, type.Value.Id);
if (element is BuildingPad buildingPad)
{
buildingPad.SetBoundary(curveLoops.ToList());
}
else
{
ReplaceElement(ref element, BuildingPad.Create(doc, type.Value.Id, level.Value.Id, curveLoops.ToList()));
}
if (element != null)
{
element.get_Parameter(BuiltInParameter.TYPE_WALL_CLOSURE).Set(level.Value.Id);
element.get_Parameter(BuiltInParameter.LEVEL_PARAM).Set(level.Value.Id);
element.get_Parameter(BuiltInParameter.BUILDINGPAD_HEIGHTABOVELEVEL_PARAM).Set(boundaryBBox.Min.Z - level.Value.Elevation);
}
}
private void CreatePadFromFace(Face targetFace, Floor targetFloor, Document targetDoc)
{
if (targetFace is PlanarFace == false)
{
return;
}
IList <CurveLoop> faceLoops = targetFace.GetEdgesAsCurveLoops();
faceLoops = GetFlattenCurveLoops(faceLoops);
//TODO use the UI to specify wich type will be used
BuildingPadType targetPadType = new FilteredElementCollector(targetDoc).OfClass(typeof(BuildingPadType)).FirstOrDefault() as BuildingPadType;
BuildingPad currentPad = BuildingPad.Create(targetDoc, targetPadType.Id, targetFloor.LevelId, faceLoops);
}
void Awake()
{
buildingPad = transform.parent.GetComponent <BuildingPad> ();
MakeTransparent();
}
void Awake()
{
buildingPad = transform.parent.GetComponent<BuildingPad> ();
MakeTransparent();
}
private Result SlopeSelectedBuildingPad(UIDocument targetUIdoc, ref string message, double maxPointDistInFeet, double targetAngleInRadians)
{
Document doc = targetUIdoc.Document;
Selection sel = targetUIdoc.Selection;
View3D current3dView = doc.ActiveView as View3D;
if (current3dView == null)
{
message = Properties.Messages.SlopeGradingFromPads_Not3DView;
return(Result.Failed);
}
BuildingPad selectedBuildingPad = doc.GetElement(sel.PickObject(ObjectType.Element, new PadSelectionFilter(), Properties.Messages.SlopeGradingFromPads_SelectPad)) as BuildingPad;
//Check if the Pad is associate with a Surface (never seen one doesnt, but anyways)
ElementId topoElementID = selectedBuildingPad.HostId;
if (topoElementID.Equals(ElementId.InvalidElementId))
{
message = Properties.Messages.SlopeGradingFromPads_NoTopoAssociate;
return(Result.Failed);
}
TopographySurface currentTopo = doc.GetElement(topoElementID) as TopographySurface;
if (currentTopo == null)
{
message = Properties.Messages.SlopeGradingFromPads_NoTopoAssociate;;
return(Result.Failed);
}
IList <CurveLoop> PadBoundaryLoops = new List <CurveLoop>();
CurveLoop outerLoop = null;
IList <Reference> TopFacesReferences = HostObjectUtils.GetTopFaces(selectedBuildingPad);
if (TopFacesReferences.Count > 1)
{
message = Properties.Messages.SlopeGradingFromPads_PadsWithMoreThanOneUpperFace;
return(Result.Failed);
}
XYZ plannarDirection = XYZ.BasisZ;
XYZ plannarOrigin = XYZ.Zero;
// interate on the only face
foreach (Reference currentFaceRef in TopFacesReferences)
{
GeometryObject currentFaceObj = selectedBuildingPad.GetGeometryObjectFromReference(currentFaceRef);
if (currentFaceObj is PlanarFace)
{
PlanarFace currentPlanarFace = currentFaceObj as PlanarFace;
plannarDirection = currentPlanarFace.FaceNormal;
plannarOrigin = currentPlanarFace.Origin;
PadBoundaryLoops = currentPlanarFace.GetEdgesAsCurveLoops();
}
else
{
message = Properties.Messages.SlopeGradingFromPads_UpperFaceNotPlanar;
return(Result.Failed);
}
}
//Sort the curves so the outer loop comes first
IList <IList <CurveLoop> > curveLoopLoop = ExporterIFCUtils.SortCurveLoops(PadBoundaryLoops);
if (curveLoopLoop.Count > 0)
{
IList <CurveLoop> firstList = curveLoopLoop.First();
if (firstList.Count > 0)
{
outerLoop = firstList.First();
}
}
if (outerLoop == null)
{
message = Properties.Messages.SlopeGradingFromPads_OuterLoopIssue;
return(Result.Failed);
}
//This will be the list of elements that the ReferenceIntersector will shoot the rays
//If we try to shoot the rays only in the toposurface and the it has subregions, the reference
//intersection will not recognize these regions, so its necessary to shoot rays to the surface and its subregions
IList <ElementId> currentSubRegionsAndSurface = currentTopo.GetHostedSubRegionIds();
currentSubRegionsAndSurface.Add(topoElementID);
//Search for the max distance from the Pad to the topography
//Doesnt matter if it is upwards or downwards, but we will check that, since the ray has to go to one direction
//This is to estabilish what the distance will be using to create the slope to the right amount
ReferenceIntersector topoRefIntersec = new ReferenceIntersector(currentSubRegionsAndSurface, FindReferenceTarget.Mesh, current3dView);
double maxDist = double.NegativeInfinity;
foreach (Curve currentCurve in outerLoop)
{
int numberOfInteractions = 0;
double increaseAmount = 0;
double currentParameter = 0;
EstabilishInteractionPoints(currentCurve, maxPointDistInFeet, out numberOfInteractions, out increaseAmount);
for (int i = 0; i < numberOfInteractions; i++)
{
if (i == 0)
{
currentParameter = 0;
}
else
{
currentParameter += increaseAmount;
}
XYZ currentPointToEvaluate = currentCurve.Evaluate(currentParameter, true);
ReferenceWithContext currentRefContext = topoRefIntersec.FindNearest(currentPointToEvaluate, XYZ.BasisZ);
if (currentRefContext == null)
{
currentRefContext = topoRefIntersec.FindNearest(currentPointToEvaluate, XYZ.BasisZ.Negate());
}
if (currentRefContext == null)
{
continue;
}
double currentDist = currentRefContext.Proximity;
if (currentDist > maxDist)
{
maxDist = currentDist;
}
}
}
// if we haven't changed the maxdist yet, something went wrong
if (maxDist == double.NegativeInfinity)
{
message = Properties.Messages.SlopeGradingFromPads_NoTopoAssociate;
return(Result.Failed);
}
//Estabilish the offset from the pad
double offsetDist = maxDist / Math.Tan(targetAngleInRadians);
using (TopographyEditScope topoEditGroup = new TopographyEditScope(doc, Properties.Messages.SlopeGradingFromPads_Transaction))
{
topoEditGroup.Start(topoElementID);
using (Transaction t = new Transaction(doc, Properties.Messages.SlopeGradingFromPads_Transaction))
{
t.Start();
CurveLoop offsetLoop = null;
try
{
offsetLoop = CurveLoop.CreateViaOffset(outerLoop, offsetDist, plannarDirection);
}
catch
{
message += Properties.Messages.SlopeGradingFromPads_OuterOffsetLoopIssue;
return(Result.Failed);
}
#region DebugCurve Loop
//Plane p = new Plane(plannarDirection, plannarOrigin);
//SketchPlane sktP = SketchPlane.Create(doc, p);
//foreach (Curve currentOffsetCurve in offsetLoop)
//{
// doc.Create.NewModelCurve(currentOffsetCurve, sktP);
//}
#endregion
foreach (Curve currentOffsetCurve in offsetLoop)
{
int numberOfInteractions = 0;
double increaseAmount = 0;
double currentParameter = 0;
EstabilishInteractionPoints(currentOffsetCurve, maxPointDistInFeet, out numberOfInteractions, out increaseAmount);
for (int i = 0; i < numberOfInteractions; i++)
{
if (i == 0)
{
currentParameter = 0;
}
else
{
currentParameter += increaseAmount;
}
XYZ currentPointOffset = currentOffsetCurve.Evaluate(currentParameter, true);
ReferenceWithContext currentRefContext = topoRefIntersec.FindNearest(currentPointOffset, XYZ.BasisZ);
if (currentRefContext == null)
{
currentRefContext = topoRefIntersec.FindNearest(currentPointOffset, XYZ.BasisZ.Negate());
}
//if we couldn't find points upwards and downwards, the topo is near the border, so we cant add points
if (currentRefContext == null)
{
continue;
}
Reference currentReference = currentRefContext.GetReference();
XYZ currentPointToAdd = currentReference.GlobalPoint;
if (currentTopo.ContainsPoint(currentPointToAdd))
{
continue;
}
IList <XYZ> ListPointToAdd = new List <XYZ>();
ListPointToAdd.Add(currentPointToAdd);
currentTopo.AddPoints(ListPointToAdd);
}
}
foreach (Curve currentCurve in outerLoop)
{
int numberOfInteractions = 0;
double increaseAmount = 0;
double currentParameter = 0;
EstabilishInteractionPoints(currentCurve, maxPointDistInFeet, out numberOfInteractions, out increaseAmount);
for (int i = 0; i < numberOfInteractions; i++)
{
if (i == 0)
{
currentParameter = 0;
}
else
{
currentParameter += increaseAmount;
}
XYZ currentPointToAdd = currentCurve.Evaluate(currentParameter, true);
if (currentTopo.ContainsPoint(currentPointToAdd))
{
continue;
}
IList <XYZ> ListPointToAdd = new List <XYZ>();
ListPointToAdd.Add(currentPointToAdd);
currentTopo.AddPoints(ListPointToAdd);
}
}
t.Commit();
}
topoEditGroup.Commit(new TopographyFailurePreprocessor());
return(Result.Succeeded);
}
}
void CommitInstance
(
Document doc, IGH_DataAccess DA, int Iteration,
IEnumerable <Rhino.Geometry.Curve> boundaries,
Autodesk.Revit.DB.BuildingPadType buildingPadType,
Autodesk.Revit.DB.Level level
)
{
var element = PreviousElement(doc, Iteration);
if (!element?.Pinned ?? false)
{
ReplaceElement(doc, DA, Iteration, element);
}
else
{
try
{
var scaleFactor = 1.0 / Revit.ModelUnits;
if (scaleFactor != 1.0)
{
foreach (var boundary in boundaries)
{
boundary.Scale(scaleFactor);
}
}
var curveLoops = boundaries.Select(region => CurveLoop.Create(region.ToHost().SelectMany(x => x.ToBoundedCurves()).ToList()));
if (buildingPadType == null)
{
buildingPadType = BuildingPadType.CreateDefault(Revit.ActiveDBDocument);
}
if (element is BuildingPad && buildingPadType.Id != element.GetTypeId())
{
var newElmentId = element.ChangeTypeId(buildingPadType.Id);
if (newElmentId != ElementId.InvalidElementId)
{
element = doc.GetElement(newElmentId);
}
}
if (element is BuildingPad buildingPad)
{
buildingPad.SetBoundary(curveLoops.ToList());
}
else
{
element = CopyParametersFrom(BuildingPad.Create(doc, buildingPadType.Id, level.Id, curveLoops.ToList()), element);
}
if (element != null)
{
var boundaryBBox = Rhino.Geometry.BoundingBox.Empty;
foreach (var boundary in boundaries)
{
boundaryBBox.Union(boundary.GetBoundingBox(true));
}
element.get_Parameter(BuiltInParameter.TYPE_WALL_CLOSURE).Set(level.Id);
element.get_Parameter(BuiltInParameter.LEVEL_PARAM).Set(level.Id);
element.get_Parameter(BuiltInParameter.BUILDINGPAD_HEIGHTABOVELEVEL_PARAM).Set(boundaryBBox.Min.Z - level.Elevation);
}
ReplaceElement(doc, DA, Iteration, element);
}
catch (Exception e)
{
AddRuntimeMessage(GH_RuntimeMessageLevel.Error, e.Message);
ReplaceElement(doc, DA, Iteration, null);
}
}
}
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);
}
