FIELD: construction.
SUBSTANCE: anchor retaining wall comprises concrete boards 3 joined to anchor tension bars 2. Anchor tension bars 2 are made of coal plastic and have various length depending on epure of soil pressure at retaining walls. On both sides of tension bars 2 there are drilled piles filled with concrete in lower part 5 with the possibility to rest soil anchors 6 against them.
EFFECT: increased stability of sliding soil.
2 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| RETAINING WALL ANCHORING SYSTEM | 2017 |
|
RU2649347C1 |
| RETAINING WALL ANCHORAGE | 2018 |
|
RU2676351C1 |
| ANCHORAGE OF A RETAINING WALL | 2016 |
|
RU2649356C1 |
| STRUCTURE FOR PROTECTING UNDERGROUND PIPELINES AGAINST LANDSLIDE | 2003 |
|
RU2234572C1 |
| ANTI-LANDSLIDE STRUCTURE FOR REINFORCEMENT OF ROAD EMBANKMENTS ON UNSTABLE SLOPES | 2019 |
|
RU2728046C1 |
| ANTI-LANDSLIDE STRUCTURE | 2002 |
|
RU2246589C2 |
| ANTI-LANDSLIDE SYSTEM OF BIOPOSITIVE DESIGN | 2012 |
|
RU2512201C2 |
| METHOD TO ERECT ANTI-LANDSLIDE SYSTEM OF BIOPOSITIVE DESIGN | 2012 |
|
RU2512192C2 |
| DEVICE FOR PROTECTING PIPELINES AGAINST LANDSLIDES | 1998 |
|
RU2162123C2 |
| METHOD FOR CONSOLIDATION OF CUT SLOPES IN CLAY SOIL | 1999 |
|
RU2159831C2 |
