07:30 09:00 09:15 09:30 09:45 10:30 11.00 12:30 13:30 15:00 15:15 15:30 16:30 19:00 22:00 Ankomst og morgenmad Velkommen Repræsentantskabsformand Thomas Kingo, Christina Hvid og Mette Glavind Circular Build Forum 2023 Faggruppeforkvinde Lise Lyngfelt Molander Lancering af nyt digitalt værktøj Keynote Superlocal - Super Circular Estate Elma Durmisevic, Founding Director at 4D Architects Amsterdam Pause Digitalisering af byggeriet er nødvendigt - hvor langt er vi?

På valg 2020 Uafhængig i forhold til Fonden Lars Coling Næstformand Direktør og partner i Holm og Grut A/S 1960 Indtrådt 10 .06 .2016 (genvalgt).

Olesen Danmarks største forhandler af byggematerialer +80 trælaster og distributionscentre 2.500 medarbejdere 10 mia.

Throughout the crisis, Danes have been working from home, shops are closed, and social activities and gatherings of more than 10 people are not allowed.

N O T F O R C O M M E R C IA L U S E O R R E P R O D U C T IO N EN 1993-6: 2007 (E) 2 Contents page Foreword............................................................................................................................................................................. 4 1 General............................................................................................................................................................................. 7 1.1 Scope....................................................................................................................................................................... 7 1.2 Normative references .............................................................................................................................................. 7 1.3 Assumptions............................................................................................................................................................ 8 1.4 Distinction between principles and application rules .............................................................................................. 8 1.5 Terms and definitions.............................................................................................................................................. 8 1.6 Symbols................................................................................................................................................................... 8 2 Basis of design ................................................................................................................................................................. 9 2.1 Requirements .......................................................................................................................................................... 9 2.1.1 Basic requirements ......................................................................................................................................... 9 2.1.2 Reliability management .................................................................................................................................. 9 2.1.3 Design working life, durability and robustness .............................................................................................. 9 2.2 Principles of limit state design ................................................................................................................................ 9 2.3 Basic variables ........................................................................................................................................................ 9 2.3.1 Actions and environmental influences............................................................................................................ 9 2.3.2 Material and product properties...................................................................................................................... 9 2.4 Verification by the partial factor method ................................................................................................................ 9 2.5 Design assisted by testing ..................................................................................................................................... 10 2.6 Clearances to overhead travelling cranes .............................................................................................................. 10 2.7 Underslung cranes and hoist blocks ...................................................................................................................... 10 2.8 Crane tests ............................................................................................................................................................. 10 3 Materials ........................................................................................................................................................................ 11 3.1 General .................................................................................................................................................................. 11 3.2 Structural steels ..................................................................................................................................................... 11 3.2.1 Material properties........................................................................................................................................ 11 3.2.2 Ductility requirements .................................................................................................................................. 11 3.2.3 Fracture toughness ........................................................................................................................................ 11 3.2.4 Through thickness properties........................................................................................................................ 11 3.2.5 Tolerances .................................................................................................................................................... 11 3.2.6 Design values of material coefficients.......................................................................................................... 11 3.3 Stainless steels....................................................................................................................................................... 11 3.4 Fasteners and welds............................................................................................................................................... 11 3.5 Bearings ................................................................................................................................................................ 11 3.6 Other products for crane supporting structures ..................................................................................................... 12 3.6.1 General ......................................................................................................................................................... 12 3.6.2 Rail steels ..................................................................................................................................................... 12 3.6.3 Special connecting devices for rails ............................................................................................................. 12 4 Durability....................................................................................................................................................................... 12 5 Structural analysis.......................................................................................................................................................... 13 5.1 Structural modelling for analysis .......................................................................................................................... 13 5.1.1 Structural modelling and basic assumptions................................................................................................. 13 5.1.2 Joint modelling ............................................................................................................................................. 13 5.1.3 Ground structure interaction ......................................................................................................................... 13 5.2 Global analysis ...................................................................................................................................................... 13 5.2.1 Effects of deformed geometry of the structure ............................................................................................. 13 5.2.2 Structural stability of frames ........................................................................................................................ 13 5.3 Imperfections ........................................................................................................................................................ 13 5.3.1 Basis ............................................................................................................................................................. 13 5.3.2 Imperfections for global analysis of frames ................................................................................................. 13 5.3.3 Imperfections for analysis of bracing systems.............................................................................................. 13 5.3.4 Member imperfections.................................................................................................................................. 13 5.4 Methods of analysis............................................................................................................................................... 13 5.4.1 General ......................................................................................................................................................... 13 5.4.2 Elastic global analysis .................................................................................................................................. 13 5.4.3 Plastic global analysis................................................................................................................................... 13 5.5 Classification of cross-sections ............................................................................................................................. 14 5.6 Runway beams ...................................................................................................................................................... 14 Single user license.

Just-in-Time (JIT) og Lean 10.

SBi_anvisning_231 OSBL R c;k = R dyn;k = R dyn;m / F*d F F neg F neg ~ 0 R s R s R b 10 20 30 W ( SBi-anvisning 231 Fundering af mindre bygninger 1. udgave 2011 Fundering af mindre bygninger Erik Steen Pedersen (red.)

Neergaards Vej 15, 2970 Hørsholm E-post sbi@sbi.dk www.sbi.dk Der gøres opmærksom på, at denne publikation er omfattet af ophavsretsloven 5 Indhold Forord ................................................................................................... 7 Indledning ............................................................................................. 9 Baggrund ........................................................................................... 9 Anvisningens brug .......................................................................... 10 SBi-anvisninger om lyd ....................................................................11 1 Klassifikation og beregning ............................................................. 12 1.1 Grundlag for beregning ............................................................. 12 1.2 Beregning af luftlydisolation ...................................................... 13 1.3 Beregning af trinlydniveau ......................................................... 14 2 Lydbestemmelser ............................................................................ 16 2.1 Bygningsreglementets bestemmelser ....................................... 16 2.2 Luftlydisolation, trinlydniveau og støj fra tekniske installationer ...17 2.3 Kontrolmålinger ......................................................................... 19 3 Bygningstyper.................................................................................. 20 3.1 Beskrivelse af bygningstyper .................................................... 20 3.2 Materialer .................................................................................. 23 3.3 Gulve ......................................................................................... 24 3.4 Døre .......................................................................................... 27 3.5 Lydfuger .................................................................................... 28 4 Bygningstype 1: Tunge etagedæk og tunge enkeltvægge .............. 30 4.1 Bygningsdele ............................................................................. 31 4.2 Samlingsdetaljer ....................................................................... 35 5 Bygningstype 2: Tunge etagedæk og tunge dobbeltvægge ............51 5.1 Bygningsdele ............................................................................. 52 5.2 Samlingsdetaljer ....................................................................... 56 6 Bygningstype 3: Tunge etagedæk og lette dobbeltvægge .............. 64 6.1 Bygningsdele ............................................................................. 65 6.2 Samlingsdetaljer ....................................................................... 69 7 Bygningstype 4: Lette etagedæk og lette dobbeltvægge ................ 76 7.1 Bygningsdele ............................................................................. 77 8 Trapper, gange, altaner og vådrum ................................................. 79 8.1 Trapper og gange ...................................................................... 79 8.2 Altangange, altaner og terrasser .............................................. 81 8.3 Vådrum ...................................................................................... 82 9 Lydisolation ved særlige forhold ...................................................... 87 9.1 Rum med støjende aktiviteter .................................................... 87 9.2 Lydklasse B ............................................................................... 91 6 10 Installationer – lydtransmission og støj 92 10.1 Varmeanlæg 92 10.2 Vandforsyningsanlæg og afløb 94 10.3 Ventilationsanlæg 95 10.4 Øvrige tekniske installationer 97 Litteratur 100 Appendiks A.

Model • 10%-50%-100% 10% 50% 100% NCC Company Internal Fremtid • Dataudtræk • Anden type oversigt • Bemanding • Rapport NCC Company Internal Q & A session AI Drevet Projektstyring Webinar II 22 Tak fordi I var med på vores webinar om AI Drevet Projektstyring Følg ConTech Lab på vores hjemmeside og på LinkedIN 23

Har som forsker og underviser arbejdet med produktkonfigurering i 10 år.