FIELD: civil engineering. SUBSTANCE: pre-cast reinforced concrete wall has face slabs, abutments, anchors and foundation. The foundation is made in the form of raft foundation of crossed strips. And face slabs are fixed over three sides by bringing lateral faces into the slots of pre-cast abutments and lower face into the slot made in monolithic reinforced concrete foundation mat. Rare strips of raft foundation are provided with steps for fixing the anchors by their lower parts using cylindrical hinges. The raft foundation may use concurrently both prismatic and bored piles, arranged in both stagged order and in the form of a cluster of three piles each placed under the abutments. EFFECT: anchoring abutments and fixing face slabs over three sides allows to improve efficiency of the proposed pre-cast reinforced retaining wall and decrease consumption of metal for reinforcing face slabs as compared to reinforcing slabs as corner-type reinforcing walls and abutments with face slabs, as a rule, rests on two sides. 3 dwg
Title | Year | Author | Number |
---|---|---|---|
SECTIONAL REINFORCED CONCRETE BUTTRESS WALL | 1998 |
|
RU2135695C1 |
BUILT-UP BUTTRESSING WALL OF REINFORCED CONCRETE | 1992 |
|
RU2029825C1 |
FILTERING REINFORCED CONCRETE RETAINING WALL | 1996 |
|
RU2112108C1 |
REINFORCED CONCRETE RETAINING WALL | 0 |
|
SU1811548A3 |
BANK PROTECTION, SLOPE PROTECTION AND RETAINER HOLDING FACILITY | 1991 |
|
RU2026451C1 |
BARRIER RETAINING WALL | 1996 |
|
RU2119994C1 |
CREEP RESISTANT CONSTRUCTION | 1991 |
|
RU2034957C1 |
CORRECTION METHOD OF INCLINATION AND NON-UNIFORM SETTLEMENT OF LARGE HIGH-RISE STRUCTURE AND ITS FOUNDATION | 2010 |
|
RU2436899C1 |
METHOD TO ERECT PILED RAFTS | 2013 |
|
RU2548461C1 |
COMBINED (PILE-SLAB, PILE-BELT, PILE-COLUMNAR) FOUNDATION ERECTION METHOD | 2015 |
|
RU2667163C2 |
Authors
Dates
1996-12-10—Published
1994-03-01—Filed