1. Floor slab - wall 1
Konstruktive Detaillösungen / Engineering details
Waterreactive, hydrophilic waterstop
Joint - sealing waterbar / Quellmax
15 cm
60-80 cm
Fillet of
CEMtopaste
CEMtobent
Geotextile
Fillet of
CEMtopaste
Joint - sealing waterbar
Quellmax
CEMtobent
Geotextile 500 gr.
Copyright by CEMproof AG Switzerland
www.cemproof.ch / www.pflieger-systems.de
Dezember 2010 - All rights reseved
Subject to change without notice.
Errors and omissions excepted (EOE).
We assume no liability for typesetting and printing errors.
Structural waterproofing must be designed individually and object-related for each project according to the site requirements!
2. Floor slap - wall Single - face formwork 2
Konstruktive Detaillösungen / Engineering details
alternative Diaphragm-wall / bored pile-wall
Geotextile 500 g/m²
CEMtobent "high quality sealing membrane"
Fastening of the overlapping
CEMflex VB crystallisation steel plate waterstop
Blinding concrete bed,
concrete bedding,
thermo isolation board or
well compacted soil with
at least 95% proctor density
CEMflex VB or
Quellmax joint sealing
CEMtobent
Geotextile
Blinding concrete /
Shotcrete
Diaphragm-wall / bored pile-wall
Floor slab / Foundation
Wall
By using CEMtobent DS
the dark brown stripe shall
face towards the concrete
to be waterproofed!
9. Backfilling 9
Konstruktive Detaillösungen / Engineering details
CEMtobent
Geotextile
Backfilling
Sheet pile wall
in layers well compacted
250 Kg/m² compacting
pressure / contact pressure
Backfilling
CEMtobent
Geotextile
Sheet pile wall
in layers well compacted
250 Kg/m² compacting pressure
Wall
10. Wall
CEMtopaste
Quellmax
all around
Fiber cement block-out or concrete drilling
on site
CEMtobent
Geotextile
Pipe penetration 10
Konstruktive Detaillösungen / Engeneering details
CEMtobent
Pipe penetrations shall be
designed above groundwater table
Fiber cement block-out
on site
Quellmax
CEMtopaste
Geotextile
13. Reinforcement 13
Konstruktive Detaillösungen / Engineering details
CEMtobent
Lean concrete
Structural Concrete
Floor slab
Spacing-strip should be
designed on top of the overlapping
Minimum 5 cm concrete cover should be secured by the spacers!
lower reinforcement
<-- direction of concreting
spacing-strip for reinforcement
on overlappingCEMtobent
Minimum 5 cm concrete cover should be secured!