Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A method of constructing a spread foundation or ground reinforcement by forming a hole 1 in the ground or other substrate, placing a hollow former 3 in the hole and backfilling using the excavated material 2. Optionally, filler material 4 such as a cementitious grout, resin or expanding resin can be added to the material in, below or around the former 3. Optionally, the filler material 4 is in a form that can flow to fill voids in the backfill material 2 within the former 3 or in the soil around or below the former 3 and subsequently set or harden to form a substantially rigid foundation or reinforcement. Optionally, the former 3 is provided with one or more internal or external strengthening members (6, Figure 6) or a base member (12, Figure 11) or a top member (13, Figure 12). Optionally, the former is provided with a tubular member (17, Figure 13) located within the former 3 and the backfill material 2 fills the space between the former 3 and the tubular member (17, Figure 13). The former 3 is optionally conformable to the profile of the hole 1.
A method of constructing a spread foundation or ground reinforcement by forming a hole 1 in the ground or other substrate, placing a hollow former 3 in the hole and backfilling using the excavated material 2. Optionally, filler material 4 such as a cementitious grout, resin or expanding resin can be added to the material in, below or around the former 3. Optionally, the filler material 4 is in a form that can flow to fill voids in the backfill material 2 within the former 3 or in the soil around or below the former 3 and subsequently set or harden to form a substantially rigid foundation or reinforcement. Optionally, the former 3 is provided with one or more internal or external strengthening members (6, Figure 6) or a base member (12, Figure 11) or a top member (13, Figure 12). Optionally, the former is provided with a tubular member (17, Figure 13) located within the former 3 and the backfill material 2 fills the space between the former 3 and the tubular member (17, Figure 13). The former 3 is optionally conformable to the profile of the hole 1.
Formers
SIMON CROOK ( Autor:in )
08.02.2017
Patent
Elektronische Ressource
Englisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Glasses and glass formers: current issues
British Library Conference Proceedings | 1996
|Spherical void formers in concrete slabs
British Library Online Contents | 2011
|Spherical void formers in concrete slabs
British Library Online Contents | 2010
|Hot Corrosion Protection for Silica Formers
British Library Conference Proceedings | 2000
|