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Lehmbau

Mit Lehm ökologisch planen und bauen

AutorHorst Schroeder
VerlagVieweg+Teubner (GWV)
Erscheinungsjahr2010
Seitenanzahl414 Seiten
ISBN9783834893666
FormatPDF
KopierschutzDRM
GerätePC/MAC/eReader/Tablet
Preis34,99 EUR
Bauen mit Lehm ist wieder 'alltäglich' geworden. Verbunden mit dieser Entwicklung entstand in den letzten Jahren ein enormer Zuwachs an Informationen auf diesem Fachgebiet.
Das Buch schafft Transparenz mit einem aktuellen Überblick zur gesamten Thematik. Der Autor berücksichtigt dabei die bauökologischen Aspekte und erläutert detailliert die Zyklusstufen Gewinnung und Klassifizierung von Baulehm, die Herstellung von Lehmbaustoffen und deren Konstruktionen, Planung und Bauausführung bis hin zum Gebäudeabbruch und -recycling von Lehmbauten. Jeder Abschnitt enthält die jeweiligen relevanten Prüfverfahren.
Der Dachverband Lehm e.V. hat dazu als Grundlage die bauaufsichtlich eingeführten Lehmbau-Regeln (Stand 2009) in einem Buch zusammengefasst, das ebenfalls im Vieweg+Teubner Verlag erschienen ist.


Dr.-Ing. Horst Schroeder ist Vorsitzender des Dachverbandes Lehm e.V. und als akademischer Mitarbeiter an der Bauhaus Universität Weimar, in der Forschung und als Gutachter für nationale und internationale Organisationen tätig.

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Horizontale Tabs

Leseprobe
1.1 Historische Wurzeln des Bauens mit Lehm (S. 2)

Um 10.000 v. d. Z. setzte in der Geschichte der Menschheit ein entscheidender Wandel ein: die bis dahin vorherrschende Form der Nahrungsbeschaffung durch Jagen und Sammeln wurde allmählich ersetzt durch Ackerbau und Viehzucht.

Diese neue Lebensweise war begleitet von der Notwendigkeit, feste Behausungen für die Menschen und ggf. die Tiere sowie Bauten für eine Vorratswirtschaft zu errichten. Zu den dafür verwendeten Baustoffen gehörte neben Naturstein und Holz vor allem der Lehm.

Je nach vorherrschendem Klima und Vegetation sowie den jeweiligen geologischen Gegebenheiten haben sich im Verlauf der Menschheitsgeschichte verschiedenartige Bauweisen und Konstruktionsformen herausgebildet: In trocken-heißen Klimaten ohne bedeutende Holzvorkommen dominieren massive Konstruktionen, d. h. der Lehm in der Wand hat lastabtragende Funktion. Hinzu kommt die Aufgabe eines »Hitzepuffers« gegen die intensive Sonneneinstrahlung.

In Übergangsklimaten oder Bergregionen mit reichen Holzvorkommen sind Skelettkonstruktionen vorherrschend: Die Lastabtragung im Gebäude übernimmt ein gesondertes Skelett aus Holz. Der Lehm, oft in Kombination mit Stein, dient zur Ausfachung und hat raumumschließende Funktion.

Hier gibt es auch Übergangsformen aus beiden Systemen. Beide Bauweisen lassen sich in den verschiedenen Regionen der Welt Jahrtausende weit in die Geschichte zurückverfolgen. In SW-Asien, das die Gebiete der heutigen Türkei, des Irans, Iraks, Libanons, Syriens, Jordaniens und Israels umfasst, setzte nach heutigen Erkenntnissen der Übergang zur Sesshaftwerdung des Menschen zuerst ein.

Dementsprechend lassen sich die ersten festen Hauskonstruktionen aus der Zeit um 10. 000 v. d. Z. auch in dieser Region archäologisch nachweisen. Zu den ältesten, festen Hauskonstruktionen aus Lehmbaustoffen gehören jene im Gebiet des heutigen Anatolien in der Türkei und in Palästina (Bilder 1-1, 1-2 und 1-3).

Die ca. 8.000 Jahre alten Hauskonstruktionen von Çatal Höyük, Anatolien wiesen schon einen erstaunlich hohen Standard auf. Die tragenden Außenwände bestanden aus Lehmsteinen mit innen liegenden Holzstützen zur Aufnahme der Dachkonstruktion. Diese war als Flachdach aus Knüppelholz mit Gräsern bzw. Schilf und einem Lehmschlag als Abdichtung gegen Regenwasser ausgebildet.

Der Zugang in die Häuser erfolgte über das Dach. Die einzelnen Häuser selbst waren wie Bienenwaben aneinanderstoßend angeordnet [ 1. 1 ]. China ist in weiten Gebieten seines Territoriums mit Lehm, vor allem Lösslehm, bedeckt.

Tragende Konstruktionen aus Lehm wie auch Skelettkonstruktionen mit Lehmbaustoffen sind hier über einen Zeitraum von mehreren tausend Jahren nachweisbar. Bild 1- 4 gibt eine historische Darstellung der Stampflehm-Bauweise wieder, die mit folgender Geschichte verbunden ist: Fu Yueh, Minister eines Herrschers der Shang-Dynastie (um 1.320 v. d. Z.), soll der Er nder dieser Technologie und der erste »Stamp ehm-Baumeister « sein.

Nach der Legende kam Fu Yueh auf merkwürdige Weise in sein Amt: Der Kaiser träumte eines Tages so lebhaft von einem weisen und tüchtigen Manne, dass er darüber erwachte und ein Bild von der Traumgestalt anfertigen ließ. Er schickte Boten mit dem Bild des Mannes durch das Land und ließ nach ihm suchen. Die Boten trafen auf Fu Yueh, der der Figur auf dem Bilde glich und gerade mit dem Errichten eines Stamp ehm- Hauses beschäftigt war.

Diese Szene ist auf dem Bild dargestellt. Er wurde an den Hof berufen und zum Minister ernannt [1.2]. Aber auch die Herstellung und die Verarbeitung von Lehmsteinen ist in China seit Jahrtausenden bekannt. Bild 1-5 zeigt die Herstellung von Lehmsteinen zur Zeit der Ming-Dynastie [1.33]. Das größte und bekannteste Bauwerk Chinas ist die Große Chinesische Mauer. Es ist zugleich auch das größte Bauwerk, das je von Menschen errichtet wurde, mit einer heute bekannten Gesamtlänge von etwa 50. 000 km.
Inhaltsverzeichnis
Vorwort5
Inhaltsverzeichnis7
1 Entwicklung desLehmbaus15
1.1 Historische Wurzeln des Bauens mit Lehm16
1.2 Lehmbau als kulturelles Erbe23
1.3 Historische Entwicklung des Lehmbaus in Deutschland24
1.4 Lehmbau heute – ökologische und wirtschaftliche Aspekte33
1.4.1 Nachhaltiges Bauen33
1.4.2 Lebenszyklus und Stoffkreislauf eines Gebäudes34
1.4.3 Quantitative Ökobilanz37
1.4.3.1 Energieverbrauch38
1.4.3.2 Umfassende quantitative Bewertung39
1.4.4 Wirtschaftliche Aspekte41
1.5 Einordnung des Lehmbaus als Wissenschaftsgebiet42
2 Erkundung, Gewinnung und Klassifizierungvon Baulehm44
2.1 Naturlehm45
2.1.1 Bildung von Naturlehmen45
2.1.1.1 Bodenprofil45
2.1.1.2 Bodenbestandteile46
2.1.1.3 Einflussfaktoren der Bodenbildung46
2.1.2 Bezeichnungen von Naturlehm49
2.1.2.1 Löss und Lösslehm51
2.1.2.2 Geschiebemergel und Geschiebelehm51
2.1.2.3 Verwitterungslehm55
2.1.2.4 Aue-und Gehängelehm55
2.1.2.5 Tone55
2.1.2.6 Tropische Verwitterungsböden57
Laterite57
Black cotton soils57
2.2 Baulehm58
2.2.1 Bezeichnungen von Baulehm58
2.2.1.1 Grubenlehm58
2.2.1.2 Trockenlehm und Tonmehl58
2.2.1.3 Recyclinglehm60
2.2.1.4 Presslehm60
2.2.2 Erkundung von Baulehm61
2.2.2.1 Erkundungsverfahren61
Schurf61
Sondierungen61
Bohrungen62
2.2.2.2 Probenahme62
Gewinnung von Proben62
Handprüfverfahren63
Visuelle Prüfung der Kornzusammensetzung64
Handprüfungen auf der Entnahmestelle64
Sedimentationstest64
Kugelformprobe64
Schneideprobe65
Prüfung der Trockendruckfestigkeit65
Reibeprobe65
Riechprobe65
Farbe65
2.2.3 Klassifizierung von Baulehm65
2.2.3.1 Körnungskenngrößen66
Korngrößen und Korngrößenverteilung66
Begriffe66
Testprozeduren66
Siebanalyse66
Schlämmanalyse67
Kombinierte Sieb- und Schlämmanalyse67
Klassifikation69
Kornform und Kornrauigkeit75
Kornoberfläche75
2.2.3.2 Verarbeitungskenngrößen76
Wassergehalt76
Begriffe76
Testprozedur76
Labor- und Rechenwerte77
Plastizitätsindex Ip Konsistenzindex Ic77
Begriffe77
Testprozeduren77
Fließgrenze wL77
Plastizitätsgrenze wP79
Schrumpfgrenze wS79
Labor- und Rechenwerte79
Fließgrenze wL79
Plastizitätsindex Ip79
Schrumpfgrenze ws79
Aktivitätszahl IA80
Konsistenzindex IC81
Normsteife und Bindekraft81
Begriff81
Testprozeduren81
Labor- und Rechenwerte81
Einflussgrößen85
2.2.3.3 Formänderungskenngrößen85
Schwinden85
Begriff85
Testprozedur85
Labor- und Rechenwerte85
Einflussgrößen86
Quellen86
Begriff86
Testprozedur87
Labor- und Rechenwerte87
Einflussgrößen87
2.2.3.4 Chemisch-mineralogische Kenngrößen87
Tonmineralien87
Begriffe87
Testprozeduren91
Einflussgrößen92
Struktur92
Kationen-Austauschkapazität92
Oberflächenkräfte und gebundenes Wasser94
Farbe96
Natürliche Beimengungen96
Kalkgehalt96
Begriff96
Testprozedur96
Einflussgrößen97
Organische Beimengungen97
Begriff97
Testprozedur97
Einflussgrößen98
2.2.4 Gewinnung und Transport von Baulehm98
3 Herstellungvon Lehmbaustoffen99
3.1 Aufbereitung von Baulehm100
3.1.1 Natürliche Aufbereitung100
3.1.1.1 Auswintern und Aussommern100
3.1.1.2 Sumpfen101
3.1.1.3 Mauken101
3.1.2 Mechanisierte Aufbereitung101
3.1.2.1 Brechen, Schneiden und Kneten101
3.1.2.2 Sieben103
3.1.2.3 Mahlen und Granulieren105
3.1.2.4 Dosieren, Vereinigen und Mischen105
Dosieren106
Vereinigen108
Mischen108
3.1.2.5 Aufschlämmen109
3.2 Formgebung110
3.2.1 Konsistenz der Arbeitsmasse110
3.2.2 Formatgestaltung der Arbeitsmasse110
3.2.2.1 Elementierte Formgebung111
Pressen111
Patzen113
Stampfen113
Gießen114
Lehmbatzen115
3.2.2.2 Bauteilbildende Formgebung116
Verdichtung116
Statische oder Druckverdichtung116
Impuls- oder Stampfverdichtung117
Vibrationsverdichtung118
Verdichtung durch Anspritzen119
Schalungssysteme119
Stampflehmbau119
Wellerlehmbau119
Stroh- und Leichtlehmbau119
3.3 Trocknung von Lehmbaustoffen und Lehmbauteilen122
3.3.1 Trocknungsverlauf122
3.3.2 Geschwindigkeit der Austrocknung122
3.3.3 Art der Trocknung124
3.4 Bezeichnungen von Lehmbaustoffen125
3.5 Verwendung von Lehmbaustoffen127
3.5.1 Stampflehm127
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175BookmarkBeginBookmarkTitle: VerschleißfestigkeitBookmarkLevel: 5BookmarkPageNumber: 176BookmarkBeginBookmarkTitle: AbriebfestigkeitBookmarkLevel: 6BookmarkPageNumber: 176BookmarkBeginBookmarkTitle: KantenfestigkeitBookmarkLevel: 6BookmarkPageNumber: 177BookmarkBeginBookmarkTitle: SchlagfestigkeitBookmarkLevel: 6BookmarkPageNumber: 177BookmarkBeginBookmarkTitle: RitzfestigkeitBookmarkLevel: 6BookmarkPageNumber: 177BookmarkBeginBookmarkTitle: 3.6.3 Bauphysikalische KenngrößenBookmarkLevel: 3BookmarkPageNumber: 178BookmarkBeginBookmarkTitle: 3.6.3.1 FeuchteBookmarkLevel: 4BookmarkPageNumber: 178BookmarkBeginBookmarkTitle: WasseraufnahmeBookmarkLevel: 5BookmarkPageNumber: 178BookmarkBeginBookmarkTitle: BegriffBookmarkLevel: 6BookmarkPageNumber: 178BookmarkBeginBookmarkTitle: TestprozedurBookmarkLevel: 6BookmarkPageNumber: 178BookmarkBeginBookmarkTitle: Labor- und RechenwerteBookmarkLevel: 6BookmarkPageNumber: 179BookmarkBeginBookmarkTitle: EinflussgrößenBookmarkLevel: 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Begriff130
Baulehm130
Aufbereitung, Zuschläge und Zusätze130
Verwendungszweck130
Prüfungen130
3.5.5 Lehmschüttungen131
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Begriff132
Baulehm132
Aufbereitung, Zuschläge und Zusätze132
Prüfungen132
Verwendungszweck133
3.5.6.1 Lehm-Mauermörtel133
Baulehm133
Zuschläge und Zusätze133
Verwendung134
Prüfungen134
3.5.6.2 Lehm-Putzmörtel134
Baulehm134
Aufbereitung, Zuschläge und Zusätze134
Verwendung135
Lehm-Unterputzmörtel135
Lehm-Oberputzmörtel135
Lehm-Dünnlagenbeschichtungen und-Farben136
Lehm-Feinputzmörtel136
Farbige Lehm-Feinputzmörtel136
Lehm-Spachtelputze136
Lehm-Streichputze136
Lehm-Farben136
Prüfungen136
3.5.6.3 Lehm-Spritzmörtel136
Baulehm136
Zuschläge und Zusätze136
Verwendung137
Prüfungen137
3.5.7 Lehmsteine137
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DecimalArabicNumeralsTitle: 3834893668Subject:Keywords:Author: HmailCreator: PDFCreator Business 3.5.1Producer: PDFCreator Business 3.5.1CreationDate: Mon Jan 13 22:18:55 2020ModDate: Mon Jan 13 22:18:55 2020Tagged: noForm: nonePages: 414Encrypted: noPage size: 473.39 x 666.14 ptsPage rot: 0File size: 13736313 bytesOptimized: noPDF version: 1.4137
Begriff und Format137
Baulehm138
Aufbereitung und Formgebung138
Zuschläge und Zusätze138
Verwendungszweck138
Prüfungen139
3.5.8 Lehmplatten139
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Begriff und Format139
Baulehm139
Aufbereitung und Formgebung139
Zuschläge und Zusätze139
Verwendungszweck140
Prüfungen140
3.5.9 Sonstige Lehmbaustoffe140
3.6 Kenngrößen und Prüfungen für Lehmbaustoffe140
3.6.1 Masseund Gefügekenngrößen141
3.6.1.1 Porosität und Porenzahl141
3.6.1.2 Rohdichte ? / Rohdichte bei Wassersättigung ?sr143
Begriff143
Testprozedur143
Labor- und Rechenwerte144
3.6.1.3 Trockenrohdichte ?d145
Begriff145
Testprozedur145
Labor- und Rechenwerte145
3.6.1.4 PROCTOR-Dichte ?Pr146
Begriff146
Testprozedur146
Labor- und Rechenwerte146
Einflussgrößen147
3.6.1.5 Reindichte ?s150
Begriff150
Testprozedur150
Labor- und Rechenwerte150
Einflussgrößen150
3.6.2 Baumechanische Kenngrößen150
3.6.2.1 Formänderungskenngrößen151
Lastunabhängige Formänderungen151
Begriffe151
Labor- und Rechenwerte152
Einflussgrößen152
Testprozedur152
Lineares Schwindmaß152
Lastabhängige Formänderungen152
Begriffe152
Testprozeduren155
E-Modul155
Schubmodul157
Labor- und Rechenwerte157
3.6.2.2 Festigkeitskenngrößen158
Trockendruckfestigkeit158
Stampf- und Wellerlehm158
Lehmmörtel165
Lehmsteine165
Zugfestigkeit166
Zentrische Zugfestigkeit167
Spaltzugfestigkeit167
Haftfestigkeit168
Biegezugfestigkeit171
Scherfestigkeit und Reibungsbeiwert172
Begriff172
Testprozedur172
Labor- und Rechenwerte173
Einflussgrößen175
Verschleißfestigkeit176
Abriebfestigkeit176
Kantenfestigkeit177
Schlagfestigkeit177
Ritzfestigkeit177
3.6.3 Bauphysikalische Kenngrößen178
3.6.3.1 Feuchte178
Wasseraufnahme178
Begriff178
Testprozedur178
Labor- und Rechenwerte179
Einflussgrößen179
3.6.3.2 Thermische Kenngrößen180
Wärmeleitfähigkeit180
Begriff180
Testprozedur180
Labor- und Rechenwerte180
Einflussgrößen180
Speziflsche Wärme180
Begriff180
Labor- und Rechenwerte180
Einflussgrößen181
4 Konstruktionen aus Lehmbaustoffen– Planungund Bauausführung182
4.1 Baugewerbliche Grundlagen183
4.1.1 Regelwerke183
4.1.1.1 VOB und BGB183
4.1.1.2 DIN-Vorschriften183
4.1.1.3 Lehmbau Regeln185
Verfahren185
Bauaufsichtliche Einordnung185
Inhalt188
4.1.1.4 Ausländische Regelungen zum Lehmbau189
Harmonisierung im Rahmen der EU190
Außerhalb der EU192
Schweiz192
Neuseeland192
Australien192
Peru193
Indien193
Sri Lanka193
USA193
Afrika194
4.1.2 Ausschreibung und Vergabe von Bauleistungen194
4.1.2.1 Ausschreibung194
4.1.2.2 Kalkulation195
4.1.2.3 Vergabe197
4.1.3 Ausführung von Bauleistungen197
4.1.3.1 Bauleitung197
4.1.3.2 Bauausführung198
4.1.3.3 Abschluss von Bauleistungen199
4.2 Planung und Ausführung von Lehmbauteilen200
4.2.1 Fundamente, Kellerwände und Sockel201
4.2.2 Fußböden202
4.2.3 Wandkonstruktionen203
4.2.3.1 Tragende Wände aus Lehmbaustoffen205
Bemessung tragender Wände aus Lehmbaustoffen205
Überblick Bemessungskonzepte205
Berechnungsverfahren205
Sicherheitskonzept205
Bemessungskonzept Lehmbau Regeln206
Modelle des Tragverhaltens206
Stampflehm207
Lehmsteine207
Konstruktion von tragenden Lehmbauteilen208
Wandhöhe und Mindestwandstärke208
Aussteifende Bauteile208
Decken- und Wandauflager209
Zuganker209
Mischbauweisen211
Schlitze, Aussparungen211
Ausführung tragender Wände aus Lehmbaustoffen212
Tragende Wände aus Stampflehm212
Anwendung212
Verarbeitung212
Konstruktion215
Tragende Wände aus Wellerlehm216
Anwendung216
Verarbeitung216
Konstruktion216
Tragende Wände aus gespritztem Lehm218
Anwendung218
Verarbeitung218
Konstruktion / Nachweise222
Tragende Wände aus Lehmbatzen218
Anwendung218
Verarbeitung218
Konstruktion / Nachweise222
Tragende Wände aus Lehmsteinen222
Anwendung222
Verarbeitung222
Konstruktion223
Nachweise / Baubegleitende Überwachung223
4.2.3.2 Planung und Ausführung nichttragender Wände und Ausfachungen224
Historische Ausfachungen224
Stakung und Geflecht226
Lehmsteine227
Ausfachungen von Holzskelettkonstruktionenim Neubau227
Einschalige Holzständer-Wände mit Leichtlehm-Ausfüllung228
Anwendung228
Konstruktion und Verarbeitung230
Tragstruktur230
Einbau230
Austrocknung232
Einschalige Holzrahmenwände mit LL232
Anwendung232
Konstruktion und Verarbeitung232
Mehrschalige Außenwände aus Holzskelettenmit integrierten Lehmbaustoffen232
Nicht tragende Trennwände236
4.2.4 Decken236
4.2.4.1 Stakendecken237
Wickeldecken238
Spalierdecken239
4.2.4.2 Einschubdecken241
4.2.4.3 Decken aus Lehmplatten242
4.2.4.4 Ausfachung von Dachschrägen242
4.2.5 Flachdächer242
4.2.6 Gewölbe245
4.2.7 Putz248
4.2.7.1 Anwendung und Beanspruchungen248
4.2.7.2 Putzgrund249
Prüfung des Putzgrundes249
Vorbereitung des Putzgrundes249
Untergründe für Lehmputz250
Bauteile aus mineralischen Baustoffen250
Trockenbauplatten252
Holzfaserhaltige Trockenbauplatten253
Putzträger / Armierungsgewebe253
4.2.7.3 Putzauftrag und Austrocknung254
Aufbereitung254
Probeflächen254
Schichtaufbau254
Putzauftrag255
Austrocknung255
Schimmelbildung255
4.2.7.4 Oberflächengestaltung und -behandlung256
Anstriche256
Kratz- und Stippputz257
Weitere Beschichtungen257
4.2.7.5 Putz auf Außenwandoberflächen258
4.2.7.6 Anforderungen an Lehmputz258
Mechanische Stabilität258
Optisches Erscheinungsbild259
Putzweise260
Unebenheiten261
Rissbildungen262
Farbigkeit262
Luftfeuchte-Sorptionsvermögen262
4.2.8 Technischer Ausbau263
4.2.8.1 Leitungsführung263
4.2.8.2 Befestigungen263
4.2.8.3 Wandheizungen263
Warmwasser-Heizungssysteme264
Hypokausten-Heizung264
4.2.8.4 Lehmöfen265
5 Konstruktionen aus Lehmbaustoffen imGebrauchszustand267
5.1 Verhalten von Bauteilen und Konstruktionen aus Lehmbaustoffen268
5.1.1 Wärmetechnische Kenngrößen269
5.1.1.1 Mechanismen der Wärmeübertragung269
Wärmestrahlung269
Konvektion270
Wärmeleitung270
5.1.1.2 Raumklima271
Komfortdiagramme271
Hygiene und Gesundheit271
Subjektive Emp?????? ndungen273
5.1.1.3 Temperaturverteilung in Lehmbauteilen273
Randbedingungen273
Kennwerte273
Wärmedurchlasskoeffizient undWärmedurchlasswiderstand276
Wärmeübergangskoeffizient undWärmeübergangswiderstand276
Wärmedurchgangskoeffizient undWärmedurchgangswiderstand276
Wärmespeichervermögen undAuskühlverhalten277
Wärmeeindringkoeffizient278
Temperaturamplituden-Dämpfung undPhasenverschiebung278
5.1.2 Hygrische Kenngrößen279
5.1.2.1 Mechanismen des Feuchtetransports279
5.1.2.2 Wasserdampfdiffusions-Widerstandsfaktor ?280
5.1.2.3 Kondenswasser282
5.1.2.4 Gleichgewichtsfeuchte282
5.1.2.5 Luftfeuchtesorption283
5.1.2.6 Erosionsbeständigkeit285
5.1.3 Brandschutztechnische Kenngrößen287
5.1.3.1 Brandverhalten von Lehmbaustoffen287
5.1.3.2 Feuerwiderstand von Lehmbauteilen288
5.1.4 Schallschutztechnische Kenngrößen288
5.1.4.1 Luftschalldämmung von Wänden290
Begriffe290
Anforderungen an Wandkonstruktionen290
Versuchstechnisch und rechnerischermittelte Werte290
5.1.4.2 Schallschutz von Holzbalkendecken291
Begriffe291
Anforderungen an Deckenkonstruktionen291
Rechnerisch ermittelte Werte292
5.1.5 Winddichtigkeit292
5.1.6 Strahlenbelastung293
5.1.6.1 Radioaktive Strahlung293
Kennwerte293
Anforderungen an Baustoffe294
5.1.6.2 Abschirmung hochfrequenter Strahlung295
5.2 Bauschäden durch äußere Einwirkungen auf Konstruktionen aus Lehmbaustoffen297
5.2.1 Mechanische Einwirkungen298
5.2.1.1 Mechanische Beanspruchung298
5.2.1.2 Feuchtigkeit298
Gründung und Sockel299
Baugrund299
Mangelnde / fehlende Entwässerung300
Fehlender bzw. schadhafter FundamentundSockelbereich300
Außenwandoberfl ächen302
Außenwandoberflächen ausLehm-Fachwerk302
Außenwandoberflächen aus Lehmsteinen304
Außenwandoberflächen aus StampfundWellerlehm304
Traufbereich307
Havariesituationen mit fließendem Wasser308
5.2.2 Chemische Einwirkungen309
5.2.3 Biologische Einwirkungen309
5.2.4 Naturkatastrophen312
5.2.4.1 Hochwasser312
5.2.4.2 Erdbeben312
Fallbeispiele318
5.2.5 Bauschäden an Konstruktionen aus Lehmbaustoffen durch Planungsfehler320
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DecimalArabicNumeralsTitle: 3834893668Subject:Keywords:Author: HmailCreator: PDFCreator Business 3.5.1Producer: PDFCreator Business 3.5.1CreationDate: Mon Jan 13 22:18:55 2020ModDate: Mon Jan 13 22:18:55 2020Tagged: noForm: nonePages: 414Encrypted: noPage size: 473.39 x 666.14 ptsPage rot: 0File size: 13736313 bytesOptimized: noPDF version: 1.4320
Fallbeispiele320
5.3 Erhaltung von Konstruktionen aus Lehmbaustoffen323
5.3.1 Rechtliche Grundlagen324
5.3.2 Planung von Maßnahmen der Erhaltung325
5.3.2.1 Methoden325
Instandhaltung325
Instandsetzung325
Sanierung326
Translozierung326
Rekonstruktion326
5.3.2.2 Planungsstufen328
Erfassung des Istzustandes328
Bewertung des Istzustandes328
Lösungsstrategien329
Nutzungskonzepte329
Auswahl der Methoden der Erhaltungsarbeiten330
Auswahl der Lehmbaustoffe / -Technologie330
Entwurfsplanungen330
5.3.3 Durchführung von Instandsetzungsund Sanierungsarbeiten331
5.3.3.1 Fundamente331
Veränderung an Gründungen331
Außenabdichtungen gegen Feuchtigkeit332
5.3.3.2 Wandkonstruktionen333
Fachwerkkonstruktionen mit Lehmbaustoffen333
Planungsgrundlagen333
Wärmeschutz333
Wärmedurchgangskoeffizient U333
Lage der Dämmschicht334
Baustoffe336
Instandsetzung von Ausfachungen336
Erneuerung der Grundschwelle337
Reparatur der Gefache337
Vollständiger Ersatz der Gefache337
Vorsatzschalen aus Leichtlehm338
Weller- und Stampflehmkonstruktionen339
Planungsgrundlagen339
Wärmeschutz340
Instandsetzung von Weller- undStampflehmwänden340
Gründungs- und Sockelbereich340
Aufgehende Wand / Mauerkrone342
Oberflächenerosion und Putzschäden345
Konstruktionen aus Lehmsteinen345
Planungsgrundlagen345
Wärmeschutz345
Instandsetzung von Lehmsteinwänden346
Gründungs- und Sockelbereich346
Aufgehende Wand / Mauerkrone346
Oberflächenerosion und Putzschäden350
5.3.3.3 Flachdächer350
5.3.3.4 Lehmputz352
5.3.3.5 Archäologische Ruinenkomplexe353
6 Gebäudeabbruch, Recycling und Entsorgungvon Lehmbaustoffen355
6.1 Gebäudeabbruch356
6.1.1 Rechtliche Grundlagen356
6.1.2 Demontagestufen356
6.1.3 Abbruchverfahren357
6.1.3.1 Mechanisches Schlagen und Hämmern357
6.1.3.2 Mechanisches Abbrechen358
6.1.3.3 Mechanisches Sägen und Bohren359
6.2 Wiederverwendung von Lehmbaustoffen359
6.2.1 Planungsgrundlagen360
6.2.2 Recycling361
6.2.2.1 Voraussetzungen für den Einsatz von Recycling-Lehmbaustoffen361
Technische Eignung361
Umweltverträglichkeit362
Salze362
Schadstoffe362
Pilzsporen365
Gerüche365
Wirtschaftlichkeit366
Nutzerakzeptanz366
6.2.2.2 Einsatzmöglichkeiten des Recyclinglehms367
Echtes Recycling367
Downcycling367
6.3 Entsorgung von Lehmbaustoffen368
6.3.1 Bauabfall369
6.3.2 Schadstoffbelastung370
7 Perspektiven für denLehmbau373
7.1 Bildung375
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