BS CP102(1973) : 1973
Current
The latest, up-to-date edition.
01-01-1973
Foreword
Section 1. General
1 Scope
2 Exchange of information and time schedule
Section 2. Waterproofing of structures below ground
3 Materials
3.1 Constructional materials
3.2 Waterproofing materials
4 Preliminary investigations and design criteria for basements
4.1 General
4.2 Preventive measures
4.3 Basis of design
5 Type A structures: structures requiring the protection of an
impervious membrane
5.1 Structural requirements
5.2 Requirements for the impervious membrane
5.3 Pumping
5.4 Basement carried on piles where tanking is used
6 Mastic asphalt tanking
6.1 General
6.2 Externally applied tanking
6.3 Internally applied tanking
6.4 pumping
6.5 Workmanship
6.6 Laying techniques
7 Bitumen sheet tanking
7.1 General
7.2 Externally applied tanking
7.3 Internally applied tanking
7.4 pumping
7.5 Workmanship
7.6 Laying techniques
8 Type B structures: structures without membrane
8.1 General
8.2 Joints in concrete structures
8.3 Junction of floor and wall
8.4 General design recommendations
8.5 Arrangement of reinforcement
8.6 Cover of reinforcement
8.7 Pumping
8.8 Construction
9 Inspection and repair of concrete basements
9.1 Inspection of basement
9.2 Pressure grouting
9.3 Repair by waterproof renderings
Section 3. Methods of providing damp-proofing of walls
and floors at or near ground level
10 Damp-proofing of walls
10.1 General
10.2 Materials for damp-proof courses
10.3 Durability
10.4 Effects of movement
10.5 Location of damp-proof course
10.6 Continuity of moisture barrier
10.7 Work on site
11 Damp-proofing of floors
11.1 General
11.2 Principles of damp-proofing
11.3 Factors influencing the degree of protect ion
11.4 Continuity of membrane
11.5 Preparation of site
11.6 Work on site for waterproof flooring materials
11.7 Work on site for sandwich membranes
11.8 Damp-proofing for suspended timber floors
Publications referred to
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