FIELD: building, particularly for building different shallow structures in ground with the use of composite units, namely piles, as bearing wall units.
SUBSTANCE: wall comprises composite members, namely piles, placed in trench. Piles have longitudinal curvilinear slots. Slots are formed on pile sides and made as part of cylindrical surfaces with axes offset relative longitudinal plane extending in pile center. Pile also has outer covering sheet reinforcement with console extensions arranged on outer pile side surface. Outer covering sheet reinforcement has locking members for connecting piles one to another. Monolithic concrete areas with corresponding extension parts are made between piles. Axis of cylindrical surface is offset relative longitudinal plane extending in pile center towards longitudinal flat outer side free from outer covering reinforcement.
EFFECT: simplified technology of pile production due to elimination of rod reinforcement extensions.
2 cl, 1 dwg
Title | Year | Author | Number |
---|---|---|---|
PILE FOR COMPOSITE WALL BUILT IN GROUND | 2003 |
|
RU2233943C1 |
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PILE | 1996 |
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DIAPHRAGM WALL | 2005 |
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RU2376424C1 |
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RU2285771C1 |
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RU2046883C1 |
METHOD OF ERECTING PREFABRICATED FERROCONCRETE MULTILEVEL WALL IN EARTH | 0 |
|
SU749977A1 |
Authors
Dates
2004-08-10—Published
2003-04-11—Filed