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COM6: Prefabrication

Motivation

Prefabrication plays an important role in the construction of concrete structures worldwide and is evolving continuously to cope with current society’s habits and needs related to housing, commercial buildings and civil engineering works. This is an area where material, technological, and design innovations are typically introduced the earliest, making it one of the most progressive sectors in civil engineering. In fact, industrialised construction may result in cost efficiency, good quality and environmentally friendly solutions, as well as the ability to adapt to market demands. Prefabricated concrete structures certainly align well with the concept of circular construction.

Scope and objective of technical work

The basic goal of COM6 is to enhance the progress of precast concrete, in relation to the state-of-the-art. The general scope is to promote the understanding of design concepts, technology and use of precast concrete, not only by the specialists but also by a broader audience. The implied objectives are:

  • to stimulate and coordinate R&D internationally;
  • to transfer the output into planning, practical design and construction, by means of technical reports, state–of-the-art reports, guides to good practice, handbooks;
  • to disseminate knowledge through seminars, courses, educational material;
  • to contribute to recommendations, pre-normative documents and codes within standardisation bodies.

COM6 addresses subjects that include items directly related to precast concrete, such as structural systems, elements, connections, production, handling, assembling, demounting, etc., as well as structural analysis, materials technology, building physics, equipment, environmental issues, sustainable development, etc. 

The areas considered in the scope of the Commission’s work are all those of interest for structures in their application to precast concrete:

  • Structural Performance (Efficiency, Safety, and Quality)
  • Functional and Social Adaptability
  • Resource Efficiency and Environmental Sustainability
  • Community Impact

 

Wit Derkowski
Commission Chair
Wit Derkowski
Irene Josa
Deputy Chair
Irene Josa
Ned Cleland
Co Deputy Chair
Ned Cleland

First nameLast nameCountryAffiliation
DoniakIriaBrazilABCIC
Fernández-OrdóñezDavidSwitzerlandfib
SennourLarbiUnited StatesThe Consulting Engineers Gr., Inc.
Della BellaBrunoItalyGruppo Centro Nord
GasperiAntonelloItalyPrivate
RivaPaoloItalyUniversity of Bergamo
van der ZeePieterBelgiumErgon Belgium
MaasStefBelgiumFEBE
MenegottoMarcoItalyPrivate
Klein-HolteRonaldNetherlandsVBI Ontwikkeling BV
DerkowskiWitPolandCracow Technical University
de ChefdebienAndréFranceRector Lesage
KarutzHolgerGermanyad-media GmbH
SahaSthaladiptiIndiaLarsen & Toubro Ltd
RajalaLasseFinlandSweco Rakennetekniikka Oy
JonesGeorgeIrelandKPCC Ltd
ClelandNedUnited StatesBlue Ridge Design
KrohnJasonUnited StatesPCI - Precast/Prestressed Concrete Institute
HughesSimonAustraliaPrecast Concepts Pty. Ltd
PampaninStefanoItalySapienza University of Rome
ZhaoBinChinaTongji University
De la FuenteAlbertSpainUniversitat Politècnica de Catalunya
FrankDean A.United StatesDean Frank Associates, LLC
NishiyamaMinehiroJapanKyoto University
D’ArcyThomasUnited StatesPrivate
El DebsMounirBrazilUniv. Sao Paulo at Sao Carlos
MAHALINGAMGANGATHARANIndiaLarsen & Toubro Ltd
FerreiraMarceloBrazilUFSCAR Federal University of Sao Carlos/ABCIC
RonchettiAlessandraItalyASSOBETON
MeuwissenPeterGermanyProgress Group GmbH
Lancha FernandezJuan CarlosSpainNeos Maritime Consulting
JosaIreneUnited KingdomUniversity College London (UCL)

TG6.1 - Precast floors & floors for precast structures

Over the past decade, Task Group 6.1 has concentrated on updating design recommendations for precast prestressed hollow-core slab floors, aligning them with the latest advancements in the field. Looking ahead, the objective is to expand this focus to provide a more holistic perspective on precast floor systems. This next phase seeks to develop technical bulletins, or sections within a single bulletin, with each part addressing specific aspects of flooring relevant to different types of precast floors and flooring systems for precast structures.

A primary objective is the dissemination of knowledge through seminars, educational initiatives, and engagement with standardization bodies. The goal is for this bulletin to become a benchmark for precast and flooring systems, shaping best practices throughout the industry. Additionally, the task group will offer design and calculation examples to ensure that engineers and designers can implement these guidelines effectively. These practical resources will act as educational tools for both experienced professionals and emerging engineers, potentially with support from the Young Members Group.


Stef Maas
Convener
Stef Maas
Ronald Klein-Holte
Co-convener
Ronald Klein-Holte

First nameLast nameCountryAffiliation
Della BellaBrunoItalyGruppo Centro Nord
GasperiAntonelloItalyPrivate
van der ZeePieterBelgiumErgon Belgium
Klein-HolteRonaldNetherlandsVBI Ontwikkeling BV
DerkowskiWitPolandCracow Technical University
RajalaLasseFinlandSweco Rakennetekniikka Oy
HughesSimonAustraliaPrecast Concepts Pty. Ltd
Fernández-OrdóñezDavidSwitzerlandfib
FerreiraMarceloBrazilUFSCAR Federal University of Sao Carlos/ABCIC
KassianWayneCanadaKassian Dyck Associates
MaasStefBelgiumFEBE
JeziorskiMiłoszPoland
ScallietMatthieuFranceCERIB
RonchettiAlessandraItalyASSOBETON
VamberskyN.NetherlandsCorsmit Raadgevend Ingenieurs
ZhaoBinChinaTongji University
BujnakJanSlovakiaPeikko Group
VölkerArneGermanyMAX-truder GmbH

TG6.2 - Quality control for precast concrete

The goal of Task Group 6.2 (TG6.2) is to prepare a state-of-the-art report describing the steps, procedures and rules for the quality control of precast concrete, with respect to both production and product quality, to improve the quality of prefabricated construction.

The report produced is intended to serve as a basic specification guide for plants and produced precast concrete elements, defining a program of quality control to monitor the production by measurement or by comparison to acceptable standards. The following topics will be included:

  • plant quality assurance program;
  • material and accessories;
  • production;
  • transport and erection;
  • recommended testing equipment;
  • quality control operations;
  • maintenance.

First nameLast nameCountryAffiliation
DoniakIriaBrazilABCIC
Fernández-OrdóñezDavidSwitzerlandfib
Della BellaBrunoItalyGruppo Centro Nord
MaasStefBelgiumFEBE
Fernández GomezJaimeSpainUniversidad Politecnica de Madrid
Lopez-VidalAlejandroSpainANDECE
KarutzHolgerGermanyad-media GmbH
FrankDean A.United StatesDean Frank Associates, LLC
RonchettiAlessandraItalyASSOBETON
KassianWayneCanadaKassian Dyck Associates
MeuwissenPeterGermanyProgress Group GmbH
RaiNavenduUnited Arab Emirates

TG6.3 - Sustainability of structures with precast elements

Sustainability is considered to be one of the main aspects of the future of construction, thus of prefabrication as well. COM6 and PCI work in close cooperation since 2008 on issues of mutual interest, with the comparison of respective approaches and the development of common publications. PCI has produced various works dealing with the sustainability of precast structures and is currently developing a large investigation program on this subject. The fib has also developed a large amount of work on sustainability. Presently, the work regarding solely sustainability is being developed in COM7 and in TG.10.1 for the MC2020.

The first activity of TG6.3 will be the study of the most recent works developed on sustainability and in particular Life Cycle Assessment regarding structures where precast concrete elements are used. Then, the TG worked on the drafting of recommendations regarding the study and assessment of precast concrete elements and structures, with respect to sustainability. This covered all aspects regarding this kind of structures, from planning, design, execution, use, maintenance, and remedial activities, up to dismantling, reuse and recycling. This conclusion of this work of the TG was the publication of the joint PCI-fib Bulletin 88 Sustainability of precast structures.

Then, the TG moved on to develop a proposal of a multi-criteria decision-making model that can be used for the assessment of the sustainability of structures with precast elements.

At the moment, the TG is working on a roadmap of sustainability performance-based design for structures with precast elements.


Albert de la Fuente
Convener
Albert de la Fuente
Irene Josa
Co-Convener
Irene Josa

First nameLast nameCountryAffiliation
DoniakIriaBrazilABCIC
Fernández-OrdóñezDavidSwitzerlandfib
MaasStefBelgiumFEBE
Lopez-VidalAlejandroSpainANDECE
LorenzEmilyUnited States
PampaninStefanoItalySapienza University of Rome
SakaiKojiJapanJapan Sustainability Institute
HajekPetrCzech RepublicCzech Technical University in Prague
De la FuenteAlbertSpainUniversitat Politècnica de Catalunya
Gálvez RuizJaimeSpainUniversidad Politecnica de Madrid
FrankDean A.United StatesDean Frank Associates, LLC
GasperiAntonelloItalyPrivate
PlauskaTomasNetherlandsConsolis
RonchettiAlessandraItalyASSOBETON
JosaIreneUnited KingdomUniversity College London (UCL)
Ariñez FernandezFreddySpainUniversidad Politécnica de Madrid
SándorGáborRomania
PANDHAREKIRANUnited States
BENTORICARDOBrazil
Blanco AlvarezAnaUnited KingdomLoughborough University

TG6.4 - Precast concrete towers for wind power generators

Wind energy production is a growing industry. The energy produced is renewable and environmentally cleaner than most production means.

Supports for the wind energy generators may be built with precast concrete elements, which can be a competitive solution compared to other structural systems.

The evolution of technology for wind energy production shows a clear need for larger wind turbines and, consequently, taller towers. Experience also shows that precast solutions are even more competitive with higher towers.

Offshore wind farms have some advantages over onshore wind farms, which explain recent investments in the area. In this case, the durability of concrete in the marine environment, compared to steel gives greater advantage to precast concrete solutions.

TG6.4 will produce a state-of-the-art report analysing and discussing the main issues related to conception, design, detailing, construction and environmental aspects of precast structural solutions.


First nameLast nameCountryAffiliation
Lancha FernandezJuan CarlosSpainNeos Maritime Consulting
GrünbergJürgenGermanyUniversity Hannover
RajalaLasseFinlandSweco Rakennetekniikka Oy
PampaninStefanoItalySapienza University of Rome
Fernández-OrdóñezDavidSwitzerlandfib
HaugerudStein AtleNorwayDr. techn. Olav Olsen a.s.
De la FuenteAlbertSpainUniversitat Politècnica de Catalunya
DoniakIriaBrazilABCIC
Martinez Perez-BeatoFernandoSpainDYWIDAG Sistemas Constructivos
PlauskaTomasNetherlandsConsolis
Gómez del PulgarCeliaSpainWestinghouse Electric Company LLC
Kittur SrinivasanRamaseshuIndiaPadacar
Rodrigo RamiroJosé ÁngelUnited KingdomRPS Group
Salete CasinoEduardoSpainUniversidad Nacional de Educacion a Distancia
San Vicente LarrechiBorjaSpainSiemens Gamesa
BenavidesJokinSpainWindtechnic Engineering S.L.
WildMatthiasGermanyDYWIDAG-Systems International
NishiyamaMinehiroJapanKyoto University
CarrilJoséSpainVestas
Rudi NerlandLars AmundNorwayOlav Olsen
SobrinhoMarioPortugalVestas
RoycroftPatrickGermanyTÜV Nord

TG6.5 - Precast concrete bridges

Precast concrete bridges are frequently used in almost every country. Nevertheless, while it would ppear that similar practices are generally followed, the reality is that different places and cultures follow different traditions and conventions.

The group will connect the work of both PCI and fib. PCI has developed a large amount of information and publications on precast bridges.

The group will also connect the work of both Commission 1 “Concrete Structures” and Commission 6 “Prefabrication”. Both Commissions have been working on the subject of bridges, Commission 1 has an active task group on bridges and has recently published Bulletin 32 “Guidelines for the design of footbridges”. On the other hand, Commission 6 has published a state-of-the-art report regarding precast bridges, Bulletin 23 “Precast Concrete Bridges”.

The scope of the activity of the group will be the study of the most recent work that has been developed regarding bridges with precast elements and to provide design recommendations for owners, designers, contractors and precasters. The recommendations will cover all possible aspects, including planning, design, execution, use, maintenance and remedial activities and finally demolition, reuse and recycling.


First nameLast nameCountryAffiliation
KalnyMilanCzech RepublicPontex Ltd.
Fernández-OrdóñezDavidSwitzerlandfib
van der ZeePieterBelgiumErgon Belgium
KataKenichiJapanSumitomo Mitsui Consctruction Co, Ltd.
Ariñez FernandezFreddySpainUniversidad Politécnica de Madrid
Matute RubioLuisSpainIDEAM S.A.
WheatlyRobertUnited KingdomAtkins
VOOYen LeiMalaysiaDura Technology Sdn. Bhd
GargPankajIndiaAtkins
Lundorf NielsenLarsDenmarkCOWI
NickasWilliamUnited StatesPCI
de ChefdebienAndréFranceRector Lesage
De la FuenteAlbertSpainUniversitat Politècnica de Catalunya
StucchiFernandoBrazilABECE/EGT
CorresHugoSpainFHECOR Ingenieros Consultores
WaimbergMarceloBrazilEGT Engenharia/Abcic
TadrosMaherUnited StatesUniversity of Nebraska-Lincoln
TanJassonMalaysiaDura Technology
NolanStevenUnited StatesFlorida Department of Transportation
Chong YongOngMalaysiaEXPERIVA SOLUTIONS
PintoJosé RuiPortugalKrear Construção Industrializada S.A
HeggadeVenkataramanaIndiaIndian National Academy of Engineers
El-BadryMamdouhCanadaUniversity of Calgary
SrinivasanGopalUnited KingdomArup
ChanYin-WenTaiwan, Province of ChinaNational Taiwan University
BriceRichardUnited StatesWashington DOT
DreasGilbertoItalyDeal
Hafezolghorani EsfahaniMiladMalaysiaDura Technology
MukherjeeSomnathMalaysiaHSS Integrated
HaraldssonÓlafurIcelandIcelandic Road and Coastal Administration
ChakrabortyArnabUnited KingdomFellow of Institute of Structural Engineers
DoniakLigiaBrazil
elashrisamehUnited Arab Emirates

TG6.6 - Retrofitting of precast seismic structures

Topics to be covered within the bulletin could be:

  • lessons learned and damage observation or better damage mechanisms observed in previous earthquake and associated performance of precast buildings;
  • list of typical critical or less critical vulnerabilities of this class of buildings;
  • simplified assessment methodology based on different levels of complexity, from quick screening (pre- or post-damage) without drawings to quick evaluation with drawings, to more detailed analysis and ultimately numerical analysis (computer based);
  • overarching retrofit strategies (e.g. drift control or local ductility, thus implying a combination of global vs. local intervention);
  • scenario/flowcharts of possible techniques (presented only conceptually but with practical aspects) to fulfil/achieve the targeted retrofitted performance;
  • high-level (schematic) discussion of pros and cons of each retrofit solution including cost, invasiveness, downtime and other indirect but important parameters for the owner, tenants, insurer etc.

First nameLast nameCountryAffiliation
Fernández-OrdóñezDavidSwitzerlandfib
SennourLarbiUnited StatesThe Consulting Engineers Gr., Inc.
KremmydaGeorgiaGreeceNTUA
PsycharisIoannisGreeceNTUA Nat. Technical University of Athens
OzdenSevketTurkeyOTS INSAAT Engineering & Design Co.
HajirasoulihaImanUnited KingdomThe University of Sheffield
LampropoulosAndreasUnited KingdomUniversity of Brighton
TopintzisTryfonIndiaKaterra India Pvt. Ltd
SavoiaMarcoItalyUniversity of Bologna
MenegottoMarcoItalyPrivate
DerkowskiWitPolandCracow Technical University
CrispBarryAustraliaCrisp Consultants PTY Ltd
PampaninStefanoItalySapienza University of Rome
ZhaoBinChinaTongji University
GhoshSalyendraUnited StatesS.K. Ghosh Associates, Inc.
D’ArcyThomasUnited StatesPrivate
NishiyamaMinehiroJapanKyoto University
ClelandNedUnited StatesBlue Ridge Design
RivaPaoloItalyUniversity of Bergamo
di PriscoMarcoItalyPolitecnico di Milano
MagliuloGennaroItalyUniversity of Naples “Federico II”
NascimbeneRobertoItalyIUSS
DoyranliBirolTurkeyAlacalı İnşaat
AkpinarErkanTurkeyKocaeli University

TG6.8 - Terminology for precast concrete

In fib bulletins, the terminology and language used was not uniformly understood by experts from various countries throughout the world.

The objective is to create a technical report that lists the common terminology used in the prefabrication industry along with an explanation describing the terms. There may be multiple terms used with the same definition.


First nameLast nameCountryAffiliation
LindströmGöstaSwedenAB Strangbetong
VamberskyN.NetherlandsCorsmit Raadgevend Ingenieurs
KarutzHolgerGermanyad-media GmbH
KrohnJasonUnited StatesPCI - Precast/Prestressed Concrete Institute
CrispBarryAustraliaCrisp Consultants PTY Ltd
HughesSimonAustraliaPrecast Concepts Pty. Ltd
Fernández-OrdóñezDavidSwitzerlandfib
Chastre RodriguesCarlosPortugalUniversidade Nova de Lisboa
GasperiAntonelloItalyPrivate
FrankDean A.United StatesDean Frank Associates, LLC
JonesGeorgeIrelandKPCC Ltd
MenegottoMarcoItalyPrivate
WalravenJoostNetherlandsDutch fib Delegation
RonchettiAlessandraItalyASSOBETON

TG6.9 - Precast parking structures

Besides the traffic congestion, one of the most prevalent problems in large urban agglomerations where cars are the dominant mode of transportation, vehicles spend most of the time parked. Particularly in the central areas both challenges are interrelated, since looking for parking spaces, causes congestion in circulation.

Precast concrete is generally used in the constructions of structures and buildings facilitating urban mobility (e.g. airports, stations, bridges, etc.). Precast concrete offers important advantages: large spans by using prestressed elements, speed of erection, low environmental impact, low maintenance costs and many more.

The fib published Bulletin 74, prepared by the Commission 6, an important tool to promote the use of precast concrete. It has been written to help architects and engineers to achieve a full understanding of precast concrete building structures, the possibilities they offer and their specific design philosophy.

Despite the fact this bulletin mentions the advantages of precast concrete in parking garages several times, there is a clear need to inspire designers and architects with more examples and best practices from all over the world, considering new local needs.

The purpose of this TG is to produce a State-of-the-Art Report.

This report should encourage architects and designers to use precast (prestressed) concrete for car parking structures. The report will gather examples from all over the world showing how functional, safety and aesthetics requirements can be fulfilled by using precast concrete.

The report shows the variety of precast concrete elements that can be used for this specific type of buildings, depending on the conceptual design and the aesthetic requirements.


Pieter van der Zee
Convener
Pieter van der Zee
Iria Doniak
Co-Convener
Iria Doniak
Larbi Sennour
Co-Convener
Larbi Sennour

First nameLast nameCountryAffiliation
PampaninStefanoItalySapienza University of Rome
HughesSimonAustraliaPrecast Concepts Pty. Ltd
ClelandNedUnited StatesBlue Ridge Design
SennourLarbiUnited StatesThe Consulting Engineers Gr., Inc.
DoniakIriaBrazilABCIC
DerkowskiWitPolandCracow Technical University
Fernández-OrdóñezDavidSwitzerlandfib
JonesGeorgeIrelandKPCC Ltd
Klein-HolteRonaldNetherlandsVBI Ontwikkeling BV
MaasStefBelgiumFEBE
RajalaLasseFinlandSweco Rakennetekniikka Oy
van der ZeePieterBelgiumErgon Belgium
FrankDean A.United StatesDean Frank Associates, LLC
ÖzerCemTurkeyPeikko Turkey & Statica Consulting
KassianWayneCanadaKassian Dyck Associates
ZygourisNickGreeceLithos Consulting Engineers
UlusoySeyit İsmailTurkeyCEG TR
FerreiraMarceloBrazilUFSCAR Federal University of Sao Carlos/ABCIC

TG6.11 - Social Impact of Precast Concrete

Task Group 6.11 focuses on the social impact of precast concrete throughout the entire life cycle of precast concrete elements and structures. In addition to the economic and ecological benefits of precast concrete, it is essential to analyse the social consequences for various stakeholders, including workers, users, local communities, and society at large.

Precast concrete has the potential to optimize economic costs and mitigate environmental impacts. At the same time, it is crucial to consider social consequences. Utilizing Social Life Cycle Analysis (SLCA), this task group aims to evaluate the effects on different groups. The insights will contribute to a better understanding of how precast concrete can have both positive and negative social impacts.

The increasing adoption of precast concrete in construction necessitates a comprehensive understanding of its social implications. The members of Task Group 6.11 recognize a significant potential for positive social impact arising from the use of precast concrete. By enhancing construction efficiency, reducing disruption to local communities, and improving the quality of structures, precast concrete can contribute to better living conditions and economic opportunities. As precast construction evolves, so do the relationships and impacts on various stakeholders, highlighting the need for focused analysis and recommendations.

The primary objectives of Task Group 6.11 are:

  • Analysis of social impact: Investigating the social effects of precast concrete during the construction, use, and decommissioning phases, utilizing SLCA to evaluate the impacts on various groups.
  • Stakeholder engagement: Involving diverse stakeholders in the process to gather different perspectives.
  • Developing recommendations: Formulating guidelines to minimize negative impacts and maximize positive social outcomes.

First nameLast nameCountryAffiliation
FalgerMischaNetherlands
Fernández-OrdóñezDavidSwitzerlandfib
DerkowskiWitPolandCracow Technical University
JosaIreneUnited KingdomUniversity College London (UCL)
Klein-HolteRonaldNetherlandsVBI Ontwikkeling BV
MaasStefBelgiumFEBE
PlauskaTomasNetherlandsConsolis

TG6.12 - Precast concrete modular buildings

Currently, significant housing pressures, particularly in large touristic cities, drive up prices and force families and students to relocate to the outskirts. Simultaneously, natural disasters - exacerbated by climate change - and armed conflicts are occurring with increasing frequency across the globe, underscoring the urgent need for temporary shelters and field hospitals that can be deployed quickly. Addressing these diverse challenges in a fast, high-quality, and cost-effective manner requires a focused effort to modernize and adapt the construction industry, particularly through a renewed emphasis on concrete prefabrication combined with modularization.

The planned fib bulletin (a guide to good practice) will provide guidelines for the use of precast concrete modules to build different types of buildings, from temporary buildings for emergency situations to multi-storey buildings with different kinds of use, such as residential buildings, students’ residences, office buildings, hospitals, schools and others.


First nameLast nameCountryAffiliation
DerkowskiWitPolandCracow Technical University
JulioEduardoPortugalInstituto Superior Tecnico, Universidade de Lisboa
Fernández-OrdóñezDavidSwitzerlandfib
FurtadoAndréPortugalInstituto Superior Tecnico, Universidade de Lisboa
LeitnerBernhardGermanyGreen-Code
BrunesiEmanueleItalyEucentre
EngstromHenrikSwedenTorps AB
KarutzHolgerGermanyad-media GmbH
WilhelmIngmarGermanyGreen-Code
JosaIreneUnited KingdomUniversity College London (UCL)
PintoJosé RuiPortugalKrear Construção Industrializada S.A
Cuadrado MarinMarceloBrazilLeonardi Construçao Industrializada Ltda
LacerdaMarioPortugalMota-Engil Prefabricados
PimentelMarioPortugalFaculty of Engineering of University of Porto
El DebsMounirBrazilUniv. Sao Paulo at Sao Carlos
MaranhaPauloPortugalECA Projectos, Lda
do CarmoRicardoPortugalISEC - Coimbra Institute of Engineering
SousaRomainPortugalVigobloco
PampaninStefanoItalySapienza University of Rome
OtaYoshihiroJapanTakenaka Corporation
RodriguesHugoPortugalUniversity of Aveiro
FerreiraMarceloBrazilUFSCAR Federal University of Sao Carlos/ABCIC
FernandesPauloPortugalPolytechnic University of Leiria
Fonseca de CamposPaulo EduardoBrazilUniversity of São Paulo
BennettEdwardAustralia
CarreiraAntónioPortugalKREAR - Construção Industrializada