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Symbiosis of life-cycle structural design and asset management based on Building Information Modeling: Application for industrial facility equipment

Lisa Lenz
Lisa Lenz
, 
Kai Christian Weist
Kai Christian Weist
, 
Marvin Hoepfner
Marvin Hoepfner
, 
Panagiotis Spyridis
Panagiotis Spyridis
 oraz 
Mike Gralla
Mike Gralla
   | 08 wrz 2020
Organization, Technology and Management in Construction: an International Journal's Cover Image
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Article Category: Research Paper
Data publikacji: 08 wrz 2020
Zakres stron: 2170 - 2180
Otrzymano: 15 lis 2019
Przyjęty: 10 lut 2020
DOI: https://doi.org/10.2478/otmcj-2020-0013
Słowa kluczowe
© 2020 Lisa Lenz et al, published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Fig. 1

Two indicative long-term performance prediction scenario, with and without data-based updates.
Two indicative long-term performance prediction scenario, with and without data-based updates.

Fig. 2

Three-dimensional movement of the object and robotic machine (elliptical path).
Three-dimensional movement of the object and robotic machine (elliptical path).

Fig. 3

Building information modelling vs. conventional planning.
Building information modelling vs. conventional planning.

Fig. 4

Objects of investigation.
Objects of investigation.

Fig. 5

Module of the floor plate.
Module of the floor plate.

Fig. 6

Fastening system for the fixture of the robotic machine (dimensions in cm unless otherwise noted).
Fastening system for the fixture of the robotic machine (dimensions in cm unless otherwise noted).

Fig. 7

Working range and axes of the robot (left) and resulting force (middle) and resulting moment (right) courses for the motion of the robotic machine.
Working range and axes of the robot (left) and resulting force (middle) and resulting moment (right) courses for the motion of the robotic machine.

Fig. 8

Data generation and evaluation methods.
Data generation and evaluation methods.

Data analysis robot Yaskawa Motoman MH50 II

Name scenarioSubsystemName building partBuilding part IDParameterValue
Production machineFastening of MachinesFoundation areaFastening systemAnchor diameter18 mm
Production machineFastening of machinesFoundation areaFastening systemAnchor embedment depth125 mm
Production machineFloor space of the machinesFoundation areaFloor slabWeight of the robot550 kg
Production machineFloor space of the machinesFoundation areaFloor slabMaximum load capacity50 kg
Production machineFloor space of the machinesFoundation areaFloor slabMaximum torque216 Nm
Production machineFloor space of the machinesFoundation areaFloor slabMaximum moment of inertia28 kg×m2
Production machineFloor space of the machinesFoundation areaFloor slabConcrete qualityC30/37
Production machineFloor space of the machinesFoundation areaFloor slabMinimum width foundation/
Production machineFloor space of the machinesFoundation areaFloor slabMinimum length Foundation/
Production machineFloor space of the machinesFoundation areaFloor slabMinimum thickness foundation160 mm
Production machineFloor space of the machinesFoundation areaFloor slabMinimum edge Distance dowel210 mm
Production machineFloor space of the machinesFoundation areaFloor slabConcrete cover35 mm
Production machineFloor space of the machinesFoundation areaFloor slabReinforcement spacing longitudinal150 mm
Production machineFloor space of the machinesFoundation areaFloor slabReinforcement distance transverse150 mm
Production machineFloor space of the machinesFoundation areaFloor slabReinforcement diameter10 mm
Production machineFloor space of the machinesFoundation areaFloor slabReinforcement steel gradeB500B
Production machineFloor space of the machinesFoundation areaFloor slabDistributed load5 kN/m2
Production machineFloor space of the machinesFoundation areaFloor slabSingle loads7.5 kN/216 cm2
Production machineFloor space of the machinesFoundation areaFloor slabEvennessDIN 18202, table 3, line 4
Production machineFloor space of the machinesFoundation areaFloor slabSurfaceSmoothed

Data analysis of fastening system

SubsystemName building partBuilding part IDParameterValueUnit
Fastening of machinesTransition areaFastening systemFastener diameter16mm
Fastening of machinesTransition areaFastening systemEmbedment depth125mm
Fastening of machinesTransition areaFastening systemEdge distance for Concrete cone190mm
Fastening of machinesTransition areaFastening systemBorehole diameter18mm
Fastening of machinesTransition areaFastening systemStatic-tension steel resistance85.00kN
Fastening of machinesTransition areaFastening systemStatic-shear steel resistance55.00kN
Fastening of machinesTransition areaFastening systemStatic-tension concrete Cone resistance267.00kN
Fastening of machinesTransition areaFastening systemStatic-shear resistancePry432.55kN

Data analysis of floor slab

SubsystemName building partBuilding part IDParameterValueUnit
Concrete floor slabFoundation areaFloor slabThickness200mm
Concrete floor slabFoundation areaFloor slabConcrete cover35mm
Concrete floor slabFoundation areaFloor slabReinforcement150mm
Concrete floor slabFoundation areaFloor slabReinforcement10mm
Concrete floor slabFoundation areaFloor slabReinforcementB500B–
Concrete floor slabFoundation areaFloor slabDistributed load500kg/m2
Concrete floor slabFoundation areaFloor slabSingle load750/21kg/cm2
Concrete floor slabFoundation areaFloor slabSurface treatmentsmoothed–
Concrete floor slabFoundation areaFloor slabFlatnessDIN 18202 Table 3/line 4–

Results of the different design concepts

Design conceptSpecificationPeriod- part, cycleSteel failure – highest utilisationConcrete failure – higher utilisation
1.1Reference concept, 120 moments of time, accurate utilisation concept, 2 load cycles10.758 (100%)0.471 (100%)
1.220.758 (100%)0.497 (100%)
2.1120 moments of time, accurate utilisation concept, 1 load cycle with double number of cycles10.874 (115%)0.472 (100%)
2.220.874 (115%)0.498 (100%)
3.1240 moments of time, accurate utilisation concept, 2 load cycles10.758 (100%)0.471 (100%)
3.220.758 (100%)0.497 (100%)
4.1360 moments of time, accurate utilisation concept, 2 load cycles10.758 (100%)0.471 (100%)
4.220.758 (100%)0.497 (100%)
5.190 moments of time, accurate utilisation concept, 2 load cycles10.758 (100%)0.470 (100%)
5.220.758 (100%)0.497 (100%)
6.160 moments of time, accurate utilisation concept, 2 load cycles10.758 (100%)0.469 (100%)
6.220.758 (100%)0.497 (100%)
7.130 moments of time, accurate utilisation concept, 2 load cycles10.757 (100%)0.468 (99%)
7.220.758 (100%)0.497 (100%)
8.1120 moments of time, sine function with maximum and minimum, accurate utilisation concept, 2 load-cycles10.764 (101%)0.317 (87%)
8.220.709 (94%)4.880 (983%)
9.1Conventional design concept, sine function with max/min, 1 load cycle with double number of cycles10.778 (103%)0.114 (24%)
9.220.743 (98%)0.114 (23%)
eISSN:
1847-6228
Język:
Angielski
Częstotliwość wydawania:
Volume Open
Dziedziny czasopisma:
Engineering, Introductions and Overviews, other
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