Sammenfatning og oversigt ................................................. 9 Generelt ................................................................................................... 9 Sammenfatning ........................................................................................ 9 Introduktion til varmeanlæg .................................................................... 10 Administrative forhold ............................................................................ 24 Definitioner .............................................................................................. 28 Symboler og enheder ............................................................................... 31 Tegningssignaturer .................................................................................. 32 Kapitel 2.

13:50 Oplæg: EU AI ACT, Nicolaus Falk Scheibel, Kammeradvokaten 14:15 Spørgsmål 6l oplægsholdere 14:25 Kort pause 15:00 Workshop del 2; Impact af AI i byggebranchen 15:20 Afrunding og tak for i dag 3 AGENDA 4 🤖 🧠 🕷 🥊 💥 DAGENS TEMA ’Kunstig intelligens’er når en computer eller software agerer, arbejder eller reagerer som et menneske… 6 Computer Science Artificial Intelligence Symbolic Learning Machine Learning Predictive Analytics Robotics Computer Vision Speech Recognition Natural Language Processing Neural Network Deep Learning Convolutional Neural network Recurring Neural networkComputer Vision Object Recognition Pattern Recognition Simulation Optimisation Self-organising maps Clustering Generative Models Auto-encoding AI dækker over mange teknologier, som får maskiner 6l at agere intelligent… 7 Kunstig Intelligens Modeller Data AI arbejder med menneskelig indsigt og står på vores viden og læring TRÆNING AF AIer Malerobot Boston Dynamics’s Atlas Computer vision Regelbaseret intelligens Deep fake Kundesegmentering, målrettede reklamer Genkendelse af mønstre, klassifikation Neurale netværk Alexa SIRIGoogle Assistance Tekst til tale Tale til tekst Sprogforståelse og interaktion 10 11 Descriptive analysis Diagnostic analysis Predictive analysis Prescriptive analysis What is going on?

Softwarevirksomheden Cobuilder har udviklet platformen DefineHub, hvor virksomheder og organisationer, herunder Molio udvikler og definerer nationale kontekster baseret på det unikke internationale forarbejde Cobuilder har foretaget over de sidste 10 år.

Neergaards Vej 15, 2970 Hørsholm E-post sbi@sbi.dk www.sbi.dk Eftertryk i uddrag tilladt, men kun med kildeangivelsen: SBi-anvisning 229, Byggematerialer med asbest (2010) E-bog ISBN 978-87-563-1410-7 5 Indhold Forord ................................................................................................... 8 Indledning ............................................................................................. 9 Produktoplysninger .......................................................................... 9 1 Asbestholdige byggematerialer 1920-1990 .................................... 12 2 Installationer .................................................................................... 16 2.1 Affaldsskakter .......................................................................... 17 2.2 Trykrør ..................................................................................... 18 2.3 Låg over rørkanaler ................................................................. 19 2.4 Elevatorbremser ...................................................................... 19 2.5 Pakninger ................................................................................ 20 3 El-installationer ................................................................................ 21 3.1 Varmeisolerende kabler ........................................................... 22 3.2 Plader og pap .......................................................................... 22 3.3 Brandsikre kabler .................................................................... 23 3.4 Fatninger ................................................................................. 23 4 Ventilation ........................................................................................ 24 4.1 Aftræks- og ventilationskanaler ............................................... 25 4.2 Brandspjæld ............................................................................ 26 4.3 Entalpivekslere ........................................................................ 27 4.4 Fleksible forbindelser .............................................................. 28 4.5 Luftvarmeanlæg ...................................................................... 29 5 Specielle komponenter .................................................................... 30 5.1 Afstandsklodser i beton ........................................................... 31 5.2 Afstandsklodser til vægplader ................................................. 32 5.3 Fliser af asbestcement ............................................................ 32 5.4 Plugs ........................................................................................ 33 5.5 Branddøre ................................................................................ 33 5.6 Svinestaldselementer .............................................................. 34 5.7 Tekstiler ................................................................................... 35 5.8 Asbestsnor .............................................................................. 36 5.9 Brandtæpper ........................................................................... 36 6 6 Specielle indvendige overflader ...................................................... 37 6.1 Tynde vægplader ..................................................................... 38 6.2 Vinyl til gulv ............................................................................. 38 6.3 Vinyl til gulv og væg ................................................................ 39 6.4 Støbegulve .............................................................................. 40 6.5 Puds ........................................................................................ 40 6.6 Malinger ....................................................................................41 6.7 Fliseklæbemidler ..................................................................... 42 6.8 Spartel- og fugemasser ........................................................... 42 7 Tag ................................................................................................... 43 7.1 Eternit skifer ............................................................................. 44 7.2 Bølgeplader profil B5, B6 og B9 .............................................. 45 7.3 Bølgeplader profil B7 ............................................................... 46 7.4 Bølgeplader profil B12 ............................................................. 47 7.5 Specialelementer ..................................................................... 48 7.6 Asfaltprodukter......................................................................... 48 7.7 Tagmembraner ......................................................................... 49 7.8 Tagpap ..................................................................................... 49 7.9 Tagunderstrygning ................................................................... 50 8 Facade..............................................................................................51 8.1 Eternit beklædningsplader ....................................................... 52 8.2 Eternit facadeplade type A ...................................................... 53 8.3 Eternit Glasal ........................................................................... 54 8.4 Eternit Struktur ........................................................................ 55 8.5 Duraform ................................................................................. 56 8.6 Stålplader ................................................................................ 57 8.7 Murafdækninger ...................................................................... 58 8.8 Sålbænke ................................................................................ 59 8.9 Natursten med asbest ............................................................. 60 9 Isolering ........................................................................................... 61 9.1 Isolering til bygninger ............................................................... 62 9.2 Papir og pap ............................................................................ 62 9.3 Teknisk isolering ...................................................................... 63 9.4 Sprøjteasbest .......................................................................... 64 9.5 Brandisolering af elevator-topstykke ....................................... 64 9.6 Isolering af ventilationsanlæg .................................................. 65 7 10 Perforerede plader ........................................................................ 66 10.1 Træfiberplader med asbest .................................................... 67 10.2 Asbestplader, type A ............................................................. 68 10.3 Dæmpasbest ......................................................................... 69 10.4 Dæmpa-Deck ........................................................................ 70 10.5 Dæmpa-Z .............................................................................. 71 10.6 Ikasbest ................................................................................. 72 10.7 Perforit ................................................................................... 73 11 Uperforerede plader .......................................................................74 11.1 Asbestcementplader med stålbelægning ............................... 75 11.2 Træfiberplader med asbest .................................................... 76 11.3 Asbestolux ............................................................................. 77 11.4 Dæmpasbest .......................................................................... 78 11.5 Dæmpa-Deck......................................................................... 79 11.6 Dæmpa-Z ............................................................................... 80 11.7 Internit .................................................................................... 81 11.8 Navilite ................................................................................... 82 11.9 Poleret eller glaseret eternit ................................................... 82 Litteratur ............................................................................................. 83 8 Forord Bygningsreglement 2008 (Erhvervs- og Byggestyrelsen, 2009) og Arbejdstilsynets bekendtgørelse nr. 1502 af 21. december 2004 om asbest (Arbejdstilsynet, 2004) forbyder i dag anvendelse af asbest- holdige materialer i byggeriet.

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Booking + mere information Læse mere om konferencen: molio.dk/kurser/konferencer/ molio-konferencen/ Ønsker du at booke stand og/eller indlæg i softwaretimen – eller bare mere information - så kontakt os på: kurser@molio.dk | tlf. 7012 0600 Prisliste Molio konferencen 12. oktober 2023 Standplan 1-15 1 Stueetage Underetage Trappe fra stueetagen TV stue Lounge Billiard Værelser 101–114 Værelser 201–214 Værelser 301–314 Værelser 401–414 Værelser 501–514 Terrasse Parkering Restaurant Trappe til kælderen IndgangTerrasse Pejsestue Elevator 1 6 5 4 3 9 8 7 10 11 15 12 13 14 2 1 Standplan 1-15 Molio konferencen 12. oktober 2023 Molio Konferencen Der tages fat på de temaer, som Molio er involveret i, herunder især digitaliseringen i byggeriet.

I F C - G U I D E M o l i o o g b u i l d i n g S M A R T 10N U L P U N K T O G L A N D S K O O R D I N AT ARCHICADs nulpunkt er vist med et sort kryds i planvisning.

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 1993-3-1:2006 (E) 2 Contents 1 General .......................................................................................................................................................9 1.1 Scope ..................................................................................................................................................9 1.2 Normative references .........................................................................................................................9 1.3 Assumptions .....................................................................................................................................10 1.4 Distinction between principles and application rules.......................................................................10 1.5 Terms and definitions.......................................................................................................................10 1.6 Symbols............................................................................................................................................11 1.7 Convention for cross section axes ....................................................................................................12 2 Basis of design..........................................................................................................................................13 2.1 Requirements....................................................................................................................................13 2.2 Principles of limit state design .........................................................................................................14 2.3 Actions and environmental influences .............................................................................................14 2.4 Ultimate limit state verifications ......................................................................................................15 2.5 Design assisted by testing ................................................................................................................15 2.6 Durability .........................................................................................................................................15 3 Materials ..................................................................................................................................................16 3.1 Structural steel..................................................................................................................................16 3.2 Connections......................................................................................................................................16 3.3 Guys and fittings ..............................................................................................................................16 4 Durability .................................................................................................................................................16 4.1 Allowance for corrosion...................................................................................................................16 4.2 Guys .................................................................................................................................................16 5 Structural analysis...................................................................................................................................17 5.1 Modelling for determining action effects.........................................................................................17 5.2 Modelling of connections.................................................................................................................17 6 Ultimate limit states ................................................................................................................................18 6.1 General .............................................................................................................................................18 6.2 Resistance of cross sections .............................................................................................................18 6.3 Resistance of members.....................................................................................................................18 6.4 Connections......................................................................................................................................20 6.5 Special connections for masts ..........................................................................................................21 7 Serviceability limit states ........................................................................................................................23 7.1 Basis .................................................................................................................................................23 7.2 Deflections and rotations..................................................................................................................23 7.3 Vibrations .........................................................................................................................................23 8 Design assisted by testing........................................................................................................................24 9 Fatigue ......................................................................................................................................................24 9.1 General .............................................................................................................................................24 9.2 Fatigue loading.................................................................................................................................24 9.3 Fatigue resistance .............................................................................................................................25 9.4 Safety assessment.............................................................................................................................25 9.5 Partial factors for fatigue..................................................................................................................25 9.6 Fatigue of guys .................................................................................................................................25 Annex A [normative] – Reliability differentiation and partial factors for actions ...................................26 A.1 Reliability differentiation for masts and towers ...............................................................................26 Single user license.

8. april 2021 Modul 2: 10.–12. maj 2021 Modul 3: 9.–11. juni 2021 Eksamen: 23. juni 2021 Alle kurser afholdes i HUSET Middelfart PR I S 49.500 kr. ekskl. moms Bliv klogere på bygningsreglementets krav om funktionstest af tekniske anlæg.

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