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Simulating quality assurance and efficiency analysis between construction management and engineering geodesy

verfasst von
Nils Rinke, Ilka von Gösseln, Vitali Kochkine, Jürgen Schweitzer, Volker Berkhahn, Fritz Berner, Hansjörg Kutterer, Ingo Neumann, Volker Schwieger
Abstract

High-rise building construction is highly complex and involves many different disciplines. Such projects can only be accomplished efficiently and with appropriate quality by means of an overall optimized construction process. However, the understanding of the term “quality” among involved participants is not always equivalent. E.g. providing required tolerances of elevator shaft walls constantly throughout the concrete works is often a challenging task during the execution of in-situ concrete works. This paper is based on the scientific research project “Efficiency optimization and quality control of engineering geodesy processes in civil engineering” (Effizienzoptimierung und Qualitätssicherung ingenieurgeodätischer Prozesse im Bauwesen - EQuiP), which aimed at developing a method for instant quality assurance in construction based on geodetic surveying techniques, and at the same time optimizing the efficiency of the process, e.g. with respect to time. This paper shows how hierarchical and modular modeling of construction and geodetic processes using high-level Petri nets delivers a base for a real time quality evaluation and re-planning on construction site. As an example, this modeling approach is simulated for the construction of concrete stairs and elevators core of a characteristic high-rise structure. The concrete works were considered to be carried out using climbing formwork. Three different scenarios are shown in this paper. The first scenario is simulated with deterministic durations and validates the developed Petri net. The second scenario uses stochastic process durations to show the robustness of the construction process. Finally, disturbances and delays are integrated and an automated rescheduling based on prioritized alternative paths is used.

Organisationseinheit(en)
Institut für Risiko und Zuverlässigkeit
Geodätisches Institut
Externe Organisation(en)
Universität Stuttgart
Bundesamt für Kartographie und Geodäsie (BKG)
Typ
Artikel
Journal
Automation in construction
Band
76
Seiten
24-35
Anzahl der Seiten
12
ISSN
0926-5805
Publikationsdatum
04.2017
Publikationsstatus
Veröffentlicht
ASJC Scopus Sachgebiete
Steuerungs- und Systemtechnik, Tief- und Ingenieurbau, Bauwesen
Elektronische Version(en)
https://doi.org/10.1016/j.autcon.2017.01.009 (Zugang: Geschlossen)
 

Details im Forschungsportal „Research@Leibniz University“