FIELD: construction, particularly to erect new houses and reconstruct existent subsurface buildings and underground structures.
SUBSTANCE: structural combined member includes reinforced concrete panel 1 and reinforcing member 4. Diaphragm wall is composed of upper 14 and lower 10 sections in wall height direction. Reinforced concrete panel 1 is installed from pit 19 side and connected to reinforcing member 4 by means of connection rods and embedded members 2. Diaphragm wall is made of alternating composite members having different configuration. Lower wall side is formed of soil-concrete by hardening mortar injection in composite member parts of upper wall section through vertical channels.
EFFECT: reduced metal consumption.
26 cl, 10 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| WALL IN GROUND | 2003 |
|
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| PILE | 1996 |
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| BUILT-UP MEMBER OF PREFABRICATED-MONOLITHIC WALL IN GROUND | 2003 |
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| DIAPHRAGM WALL | 2005 |
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| DIAPHRAGM WALL | 2005 |
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| PREFABRICATED REINFORCED-CONCRETE WALL IN GROUND AND METHOD OF ITS ERECTION | 1997 |
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| METHOD FOR ERECTION OF DISMOUNTABLE ASSEMBLED WALL IN SOIL | 1993 |
|
RU2046883C1 |
