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improved template for resource csv imports

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Sigma Dimensions (Yass)
2023-09-24 03:17:39 +01:00
parent 8ac5f0318b
commit cc3e2204e2
3 changed files with 102 additions and 47 deletions
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src/ifc4d/ifc4d/csv2ifc.py
+39 -47
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@@ -20,6 +20,7 @@ import csv
import ifcopenshell
import ifcopenshell.api
import ifcopenshell.util.unit
import datetime
class Csv2Ifc:
@@ -28,6 +29,14 @@ class Csv2Ifc:
self.file = None
self.resources = []
self.units = {}
self.resource_map = {
"CREW": "IfcCrewResource",
"LABOR": "IfcLaborResource",
"EQUIPMENT": "IfcConstructionEquipmentResource",
"SUBCONTRACTOR": "IfcSubContractResource",
"MATERIAL": "IfcConstructionMaterialResource",
"PRODUCT": "IfcConstructionProductResource",
}
def execute(self):
self.parse_csv()
@@ -41,43 +50,46 @@ class Csv2Ifc:
for row in reader:
if not row[0]:
continue
if row[0] == "Hierarchy":
if row[0] == "HIERARCHY":
for i, col in enumerate(row):
if not col:
continue
self.headers[col] = i
continue
cost_data = self.get_row_resource_data(row)
resource_data = self.get_row_resource_data(row)
hierarchy_key = int(row[0])
if hierarchy_key == 1:
self.resources.append(cost_data)
self.resources.append(resource_data)
else:
self.parents[hierarchy_key - 1]["children"].append(cost_data)
self.parents[hierarchy_key] = cost_data
self.parents[hierarchy_key - 1]["children"].append(resource_data)
self.parents[hierarchy_key] = resource_data
def get_row_resource_data(self, row):
name = row[self.headers["Name"]]
identification = row[self.headers["Identification"]] if "Identification" in self.headers else None
name = row[self.headers["ACTIVITY/RESOURCE NAME"]]
resource_class = self.resource_map[row[self.headers["TYPE"]]]
base_cost_value = row[self.headers["COST"]]
productivity = {}
type = row[self.headers["Type"]]
base_cost_value = row[self.headers["BaseCostValue"]]
base_cost_quantity = row[self.headers["BaseCostQuantity"]]
base_cost_unit = row[self.headers["QuantityUnit"]]
if resource_class in ["IfcConstructionEquipmentResource", "IfcLaborResource"]:
output_ratio = row[self.headers["LABOR OUTPUT"]]
if not output_ratio:
output_ratio = row[self.headers["EQUIPMENT OUTPUT"]]
if output_ratio:
time_consumed = datetime.timedelta(minutes=float(output_ratio) * 60)
time_consumed = ifcopenshell.util.date.datetime2ifc(time_consumed, "IfcDuration")
productivity = {
"BaseQuantityConsumed": row[self.headers["BaseQuantityConsumed"]],
"BaseQuantityProducedName": row[self.headers["BaseQuantityProducedName"]],
"BaseQuantityProducedValue": row[self.headers["BaseQuantityProducedValue"]],
}
productivity = {
"BaseQuantityConsumed": time_consumed,
"BaseQuantityProducedName": row[self.headers["QUANTITY NAME"]],
"BaseQuantityProducedValue": 1,
}
return {
"Identification": str(identification).strip() if identification else None,
"Name": str(name).strip() if name else None,
"Type": type,
"Description": row[self.headers["DESCRIPTION"]],
"class": resource_class,
"BaseCostValue": float(base_cost_value) if base_cost_value else None,
"BaseCostQuantity": float(base_cost_quantity) if base_cost_quantity else None,
"Unit": str(base_cost_unit).strip() if base_cost_unit else None,
"Productivity": productivity if productivity["BaseQuantityProducedName"] else None,
"Productivity": productivity,
"children": [],
}
@@ -92,45 +104,25 @@ class Csv2Ifc:
def create_resource(self, resource, parent):
if parent is None:
resource["ifc"] = ifcopenshell.api.run("resource.add_resource", self.file, ifc_class=resource["Type"])
resource["ifc"] = ifcopenshell.api.run("resource.add_resource", self.file, ifc_class=resource["class"])
else:
resource["ifc"] = ifcopenshell.api.run(
"resource.add_resource", self.file, parent_resource=parent, ifc_class=resource["Type"]
"resource.add_resource", self.file, parent_resource=parent, ifc_class=resource["class"]
)
resource["ifc"].Name = resource["Name"]
resource["ifc"].Identification = resource["Identification"]
productivity = resource["Productivity"]
if productivity:
if resource.get("Description", None):
resource["ifc"].Description = resource.get("Description")
if resource["Productivity"]:
pset = ifcopenshell.api.run("pset.add_pset", self.file, product=resource["ifc"], name="EPset_Productivity")
ifcopenshell.api.run(
"pset.edit_pset",
self.file,
pset=pset,
properties=productivity,
properties=resource["Productivity"],
)
if resource["BaseCostValue"]:
cost_value = ifcopenshell.api.run("cost.add_cost_value", self.file, parent=resource["ifc"])
cost_value.AppliedValue = self.file.createIfcMonetaryMeasure(resource["BaseCostValue"])
if resource["Unit"]:
measure_class = ifcopenshell.util.unit.get_symbol_measure_class(resource["Unit"])
print(measure_class)
value_component = self.file.create_entity(measure_class, resource["BaseCostQuantity"])
print(value_component)
unit_component = None
if measure_class == "IfcNumericMeasure":
unit_component = self.create_unit(resource["Unit"])
else:
unit_type = ifcopenshell.util.unit.get_measure_unit_type(measure_class)
print(unit_type)
unit_assignment = ifcopenshell.util.unit.get_unit_assignment(self.file)
if unit_assignment:
units = [u for u in unit_assignment.Units if getattr(u, "UnitType", None) == unit_type]
if units:
unit_component = units[0]
if not unit_component:
unit_component = self.create_unit(resource["Unit"], unit_type)
print(unit_component)
cost_value.UnitBasis = self.file.createIfcMeasureWithUnit(value_component, unit_component)
self.create_resources(resource["children"], resource["ifc"])
def create_unit(self, symbol, unit_type):
src/ifc4d/ifc4d/resource_spreadsheet.csv
+63
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@@ -0,0 +1,63 @@
HIERARCHY,TYPE,ACTIVITY/RESOURCE NAME,DESCRIPTION,COST,USAGE,UNIT,QUANTITY NAME,LABOR OUTPUT,EQUIPMENT OUTPUT,Productivity Unit,
1,CREW,CONCRETE WORKS,,,,,,,,,
2,LABOR,BEAMS,,,,,,,,,
3,LABOR,"Beams, 745 kg/m ",3 m span,,,Cubic Meters ,,27.3,8.61,Hr / Meter,
4,LABOR,Foreman,,25,1,Cubic Meters ,Length,27.3,,Hr / Meter,
4,LABOR, Mason,,25,4,Cubic Meters ,Length,109.2,,Hr / Meter,
4,LABOR,Carpenter &Steelman,,25,10,Cubic Meters ,Length,273,,Hr / Meter,
4,LABOR,Laborer,,25,0.25,Cubic Meters ,Length,6.825,,Hr / Meter,
4,EQUIPMENT,Crane,,25,0.125,Cubic Meters ,Length,,1.07625,Hr / Meter,
,,,,,,,,,,,
3,LABOR,"Beams, 745 kg/m ",7.5 m span,,,Cubic Meters ,,22.02,6.94,Hr / Meter,
4,LABOR,Foreman,,25,1,Cubic Meters ,Length,22.02,,Hr / Meter,
4,LABOR, Mason,,25,4,Cubic Meters ,Length,88.08,,Hr / Meter,
4,LABOR,Carpenter &Steelman,,25,10,Cubic Meters ,Length,220.2,,Hr / Meter,
4,LABOR,Laborer,,25,0.25,Cubic Meters ,Length,5.505,,Hr / Meter,
4,EQUIPMENT,Crane,,25,0.125,Cubic Meters ,Length,,0.8675,Hr / Meter,
,,,,,,,,,,,
2,LABOR,SLABS,,,,,,,,,
3,LABOR,In-situ,200 mm thick (concreting & finish only),,,Square Meters ,,0.22,0.2,Hr / Square Meters,
4,LABOR,Foreman,,25,0.5,Square Meters ,GrossArea,0.11,,Hr / Square Meters,
4,LABOR,Laborer,,25,3,Square Meters ,GrossArea,0.66,,Hr / Square Meters,
4,LABOR,Carpenter,,25,4,Square Meters ,GrossArea,0.88,,Hr / Square Meters,
4,LABOR,Steelfixers,,25,2.5,Square Meters ,GrossArea,0.55,,Hr / Square Meters,
4,EQUIPMENT,Crane,,25,0.4,Square Meters ,GrossArea,,0.08,Hr / Square Meters,
,,,,,,,,,,,
2,LABOR,FOUNDATIONS,,,,,,,,,
3,LABOR,Drainage,,25,,Meters,Length,3.5,,Hr / Meter,
,,,,,,,,,,,
,,,,,,,,,,,
2,LABOR,WATERPROOFING,,,,,,,,,
3,LABOR,Drainage,,25,,Square Meters ,GrossArea,0.5,,Hr / Square Meters,
,,,,,,,,,,,
,,,,,,,,,,,
2,LABOR,STAIRS,,,,,,,,,
3,LABOR,STAIRS,"300 mm wide (Incld. forms, rebar, & finish)",,,Cubic Meters ,,102.16,36.89,Hr / Cubic Meters,
4,LABOR,Foreman,,25,0.5,Cubic Meters ,GrossVolume,51.08,,Hr / Cubic Meters,
4,LABOR,Carpenter,,25,6,Cubic Meters ,GrossVolume,612.96,,Hr / Cubic Meters,
4,LABOR,Steelman,,25,2,Cubic Meters ,GrossVolume,204.32,,Hr / Cubic Meters,
4,LABOR,Mason,,25,2,Cubic Meters ,GrossVolume,204.32,,Hr / Cubic Meters,
4,LABOR,Laborer,,25,2.5,Cubic Meters ,GrossVolume,255.4,,Hr / Cubic Meters,
4,EQUIPMENT,Crane,,25,0.375,Cubic Meters ,GrossVolume,,13.83375,Hr / Cubic Meters,
3,LABOR,STAIRS LANDING,"Incld. forms, rebar, & finish",,,Cubic Meters ,,12.76,4.02,Hr / Cubic Meters,
4,LABOR,Foreman,,25,1,Cubic Meters ,GrossVolume,12.76,,Hr / Cubic Meters,
4,LABOR,Carpenter & SteelFixers,,25,10,Cubic Meters ,GrossVolume,127.6,,Hr / Cubic Meters,
4,LABOR,Laborer,,25,4,Cubic Meters ,GrossVolume,51.04,,Hr / Cubic Meters,
4,LABOR,Mason,,25,0.125,Cubic Meters ,GrossVolume,1.595,,Hr / Cubic Meters,
4,EQUIPMENT,Crane,,25,0.125,Cubic Meters ,GrossVolume,,0.5025,Hr / Cubic Meters,
,,,,,,,,,,,
1,CREW,MASONRY,,,,,,,,,
2,LABOR,CONCRETE BLOCKS,,,,,,,,,
3,LABOR,Hollow Blocks 100mm,100mm thick,,,Square Meters ,,1.17,0.29,Hr / Cubic Meters,
4,LABOR,Foreman,,25,0.25,Square Meters ,GrossSideArea,0.2925,,Hr / Cubic Meters,
4,LABOR,Mason,,25,4,Square Meters ,GrossSideArea,4.68,,Hr / Cubic Meters,
4,LABOR,Laborer,,25,2,Square Meters ,GrossSideArea,2.34,,Hr / Cubic Meters,
4,EQUIPMENT,Crane,,25,0.125,Square Meters ,GrossSideArea,,0.03625,Hr / Cubic Meters,
4,EQUIPMENT,Fork Lift,,25,0.125,Square Meters ,GrossSideArea,,0.03625,Hr / Cubic Meters,
4,EQUIPMENT,Truck,,25,0.125,Square Meters ,GrossSideArea,,0.03625,Hr / Cubic Meters,
3,LABOR,Hollow Blocks 200mm,100mm thick,,,Square Meters ,,1.32,0.33,Hr / Cubic Meters,
4,LABOR,Foreman,,25,0.25,Square Meters ,GrossSideArea,0.33,,Hr / Cubic Meters,
4,LABOR,Mason,,25,4,Square Meters ,GrossSideArea,5.28,,Hr / Cubic Meters,
4,LABOR,Laborer,,25,2,Square Meters ,GrossSideArea,2.64,,Hr / Cubic Meters,
4,EQUIPMENT,Crane,,25,0.125,Square Meters ,GrossSideArea,,0.5025,Hr / Cubic Meters,
4,EQUIPMENT,Fork Lift,,25,0.125,Square Meters ,GrossSideArea,,0.5025,Hr / Cubic Meters,
1 HIERARCHY TYPE ACTIVITY/RESOURCE NAME DESCRIPTION COST USAGE UNIT QUANTITY NAME LABOR OUTPUT EQUIPMENT OUTPUT Productivity Unit
2 1 CREW CONCRETE WORKS
3 2 LABOR BEAMS
4 3 LABOR Beams, 745 kg/m 3 m span Cubic Meters 27.3 8.61 Hr / Meter
5 4 LABOR Foreman 25 1 Cubic Meters Length 27.3 Hr / Meter
6 4 LABOR Mason 25 4 Cubic Meters Length 109.2 Hr / Meter
7 4 LABOR Carpenter &Steelman 25 10 Cubic Meters Length 273 Hr / Meter
8 4 LABOR Laborer 25 0.25 Cubic Meters Length 6.825 Hr / Meter
9 4 EQUIPMENT Crane 25 0.125 Cubic Meters Length 1.07625 Hr / Meter
10
11 3 LABOR Beams, 745 kg/m 7.5 m span Cubic Meters 22.02 6.94 Hr / Meter
12 4 LABOR Foreman 25 1 Cubic Meters Length 22.02 Hr / Meter
13 4 LABOR Mason 25 4 Cubic Meters Length 88.08 Hr / Meter
14 4 LABOR Carpenter &Steelman 25 10 Cubic Meters Length 220.2 Hr / Meter
15 4 LABOR Laborer 25 0.25 Cubic Meters Length 5.505 Hr / Meter
16 4 EQUIPMENT Crane 25 0.125 Cubic Meters Length 0.8675 Hr / Meter
17
18 2 LABOR SLABS
19 3 LABOR In-situ 200 mm thick (concreting & finish only) Square Meters 0.22 0.2 Hr / Square Meters
20 4 LABOR Foreman 25 0.5 Square Meters GrossArea 0.11 Hr / Square Meters
21 4 LABOR Laborer 25 3 Square Meters GrossArea 0.66 Hr / Square Meters
22 4 LABOR Carpenter 25 4 Square Meters GrossArea 0.88 Hr / Square Meters
23 4 LABOR Steelfixers 25 2.5 Square Meters GrossArea 0.55 Hr / Square Meters
24 4 EQUIPMENT Crane 25 0.4 Square Meters GrossArea 0.08 Hr / Square Meters
25
26 2 LABOR FOUNDATIONS
27 3 LABOR Drainage 25 Meters Length 3.5 Hr / Meter
28
29
30 2 LABOR WATERPROOFING
31 3 LABOR Drainage 25 Square Meters GrossArea 0.5 Hr / Square Meters
32
33
34 2 LABOR STAIRS
35 3 LABOR STAIRS 300 mm wide (Incld. forms, rebar, & finish) Cubic Meters 102.16 36.89 Hr / Cubic Meters
36 4 LABOR Foreman 25 0.5 Cubic Meters GrossVolume 51.08 Hr / Cubic Meters
37 4 LABOR Carpenter 25 6 Cubic Meters GrossVolume 612.96 Hr / Cubic Meters
38 4 LABOR Steelman 25 2 Cubic Meters GrossVolume 204.32 Hr / Cubic Meters
39 4 LABOR Mason 25 2 Cubic Meters GrossVolume 204.32 Hr / Cubic Meters
40 4 LABOR Laborer 25 2.5 Cubic Meters GrossVolume 255.4 Hr / Cubic Meters
41 4 EQUIPMENT Crane 25 0.375 Cubic Meters GrossVolume 13.83375 Hr / Cubic Meters
42 3 LABOR STAIRS LANDING Incld. forms, rebar, & finish Cubic Meters 12.76 4.02 Hr / Cubic Meters
43 4 LABOR Foreman 25 1 Cubic Meters GrossVolume 12.76 Hr / Cubic Meters
44 4 LABOR Carpenter & SteelFixers 25 10 Cubic Meters GrossVolume 127.6 Hr / Cubic Meters
45 4 LABOR Laborer 25 4 Cubic Meters GrossVolume 51.04 Hr / Cubic Meters
46 4 LABOR Mason 25 0.125 Cubic Meters GrossVolume 1.595 Hr / Cubic Meters
47 4 EQUIPMENT Crane 25 0.125 Cubic Meters GrossVolume 0.5025 Hr / Cubic Meters
48
49 1 CREW MASONRY
50 2 LABOR CONCRETE BLOCKS
51 3 LABOR Hollow Blocks 100mm 100mm thick Square Meters 1.17 0.29 Hr / Cubic Meters
52 4 LABOR Foreman 25 0.25 Square Meters GrossSideArea 0.2925 Hr / Cubic Meters
53 4 LABOR Mason 25 4 Square Meters GrossSideArea 4.68 Hr / Cubic Meters
54 4 LABOR Laborer 25 2 Square Meters GrossSideArea 2.34 Hr / Cubic Meters
55 4 EQUIPMENT Crane 25 0.125 Square Meters GrossSideArea 0.03625 Hr / Cubic Meters
56 4 EQUIPMENT Fork Lift 25 0.125 Square Meters GrossSideArea 0.03625 Hr / Cubic Meters
57 4 EQUIPMENT Truck 25 0.125 Square Meters GrossSideArea 0.03625 Hr / Cubic Meters
58 3 LABOR Hollow Blocks 200mm 100mm thick Square Meters 1.32 0.33 Hr / Cubic Meters
59 4 LABOR Foreman 25 0.25 Square Meters GrossSideArea 0.33 Hr / Cubic Meters
60 4 LABOR Mason 25 4 Square Meters GrossSideArea 5.28 Hr / Cubic Meters
61 4 LABOR Laborer 25 2 Square Meters GrossSideArea 2.64 Hr / Cubic Meters
62 4 EQUIPMENT Crane 25 0.125 Square Meters GrossSideArea 0.5025 Hr / Cubic Meters
63 4 EQUIPMENT Fork Lift 25 0.125 Square Meters GrossSideArea 0.5025 Hr / Cubic Meters
src/ifc4d/ifc4d/resource_spreadsheet.ods
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