FIELD: hydraulic structures, particularly for river or channel banks and slopes consolidation.
SUBSTANCE: wall includes gabions formed of net and stones and laid in layers. Gabions are made as parabolic cylinders oriented transversely or along flow direction and connected one to another so that gabion ridges of upper layers are offset relative that of lower ones to which they are connected. Wall is covered with concrete from one side. Parabola in the base of parabolic cylinder is described by the following equation: Y = (4·hg·X2)/Bg , where X and Y are parabola abscissa and ordinate, hg and Bg are correspondingly gabion width and height, here Bg = (2 - 4) hg. Wall may be reinforced with reinforcing cage from another side. In particular cases net may have cross-section of stepped shape with decreasing steps width in upward direction or L-shaped cross-section.
EFFECT: increased reliability, reduced cost for foundation building, increased service life.
5 cl, 12 dwg
Title | Year | Author | Number |
---|---|---|---|
GABION RETAINING WALL | 2002 |
|
RU2249071C2 |
COMBINED SUPPORT WALL WITH GAUZE ANCHORS | 2003 |
|
RU2252294C1 |
BUILDING METHOD FOR GABION SLOPE STABILIZING STRUCTURE | 2002 |
|
RU2240398C2 |
METHOD FOR GABION FASTENING DEVICE BUILDING | 2003 |
|
RU2249651C2 |
METHOD OF ERECTING COMBINED RETAINING WALL | 2016 |
|
RU2618694C1 |
DEVICE FOR EROSION-PREVENTIVE PROTECTION OF STEEP SLOPES | 2006 |
|
RU2332541C1 |
EROSION PROTECTION OF SLOPES WITH WIRE MESH MATS | 2006 |
|
RU2327838C1 |
BANK-PROTECTING FACILITY | 2000 |
|
RU2204649C2 |
METHOD FOR ERECTION OF REVETMENT WALLS OF GABIONS | 2006 |
|
RU2336389C2 |
CHUTE | 2002 |
|
RU2239021C2 |
Authors
Dates
2005-04-10—Published
2002-11-18—Filed