FIELD: construction, particularly foundations adapted to bear considerable vertical and horizontal loads and used in landslide control.
SUBSTANCE: pile comprises vertical main stem with trough-shaped recess adapted to secure sliding strut by means of use of hinge. The strut has sharpened lower end. Trough-shaped recess also has guiding grooves and fixing cavity for strut retaining in working position.
EFFECT: increased stability of vertical precast pile taking horizontal loads.
4 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| PILE | 0 |
|
SU931898A1 |
| PILE FOUNDATION FOR ARRANGEMENT OF SUPPORTS OF OVERHEAD POWER TRANSMISSION LINE | 2014 |
|
RU2556588C1 |
| DRIVEN PILE | 0 |
|
SU1294912A1 |
| DRIVEN PILE | 0 |
|
SU1337477A1 |
| DRIVEN-IN PILE | 0 |
|
SU823494A1 |
| DRIVING PILE | 0 |
|
SU1740548A1 |
| ASEISMIC DRIVEN PILE | 2014 |
|
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| DRIVEN REINFORCED CONCRETE PILE FOR CHEMICAL FIXATION OF LOOSE SANDS AND METHOD TO FIX SOIL SURROUNDING PILE BODY | 2011 |
|
RU2492293C2 |
| PRECAST PILE | 0 |
|
SU1747597A1 |
| DRIVEN PILE | 1991 |
|
RU2012717C1 |
