Water-proofing of buildings - Part 10: Protective layers and protective measures

The revision of the DIN 18195 standard series has become necessary, amongst others, due to the new European product standards, which affect in particular DIN 18195-2. As a result, this standard has... Read overview

Publication date: 2011-12

Water-proofing of buildings - Part 3: Requirements of the ground and working properties of materials

The revision of the DIN 18195 standard series has become necessary, amongst others, due to the new European product standards, which affect in particular DIN 18195-2. As a result, this standard has... Read overview

Publication date: 2011-12

Water-proofing of buildings - Part 4: Waterproofing against ground moisture (Capillary water, retained water) and non-accumulating seepage water under floor slabs on walls, design and execution

The revision of the DIN 18195 standard series has become necessary, amongst others, due to the new European product standards, which affect in particular DIN 18195-2. As a result, this standard has... Read overview

Publication date: 2011-12

Water-proofing of buildings - Part 7: Water-proofing against pressing water from the inside, dimensioning and execution

Publication date: 2009-07

Water-proofing of buildings - Part 8: Water-proofing over joints for movements

The revision of the DIN 18195 standard series has become necessary, amongst others, due to the new European product standards, which affect in particular DIN 18195-2. As a result, this standard has... Read overview

Publication date: 2011-12

Water-proofing of buildings - Part 9: Penetrations, transitions, connections and endings

Publication date: 2010-05

Waterproofing of roofs - Sealings for non-utilized roofs - Part 1: Terms and definitions, requirements, design principles

Publication date: 2010-05

Waterproofing of roofs - Sealings for non-utilized roofs - Part 3: Design, handling of materials, execution of sealings

Publication date: 2010-05

Beitrag aus Europäischer Sanierungskalender 2010

Bei dem Kohleturm handelt es sich um eine aufgeständerte Stahlkonstruktion von 19 m Höhe und ca. 10 m Durchmesser auf zusammengesetzten Stahlstützen mit Stoßringen um... Read abstract

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Publication date: 2010