1:100 GABION WALLS LEGEND NOT FOR CONSTRUCTION TYPICAL DRAWING TEXT SETTING TYPE CHARACTER HEIGHT PEN SETUP FOR PLOTTING SUBTITLE
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1 LEGEND SHEET 0 BATTERED WALLS - TYPICAL SECTIONS AND CONSTRUCTION S VERTICAL WALLS - TYPICAL SECTIONS AND CONSTRUCTION S AND CONSTRUCTION S SHEET 02 SHEET 0 SHEET 04 RETAINING STRUCTURES WITH CUT OFF WALLS FOR SLOPE STABILIZATION SLOPE STABILIZATION ON THE ROAD DOWNHILL SIDE ROCK SLOPE STABILIZATION WITH A LIGHT GABION STRUCTURE TYPICAL SECTION FOR SMALL BRIDGE ABUTMENT TYPICAL SECTIONS FOR BRIDGE ABUTMENTS HEIGHTS OF 2--4m TYPICAL SECTION FOR SMALL BRIDGE ABUTMENT TEXT SETTING TYPE CHARACTER HEIGHT TITLE ARIAL.0 mm SUBTITLE ARIAL 2 mm COMMENTS ARIAL 2.0 mm DIMENSION ARIAL 2.0 mm SHEET 05 GABION GREENING TYPICAL SCHEME FOR A GUARD-RAIL POSITIONED ON A GABION STRUCTURE SHEET 06 GABION ANCHORAGE SYSTEM TO CONCRETE STRUCTURE END OR BEGINNING OF A GABION WALL SHEET 07 GABIONS WITH DIAPHRAGMS BOX GABIONS (HORIZONTAL MESH) OPENING AND FOLDING OPERATIONS PEN SETUP FOR PLOTTING PEN THICKNESS SHEET 08 SHEET 09 SHEET 0 SHEET GABIONS WITH DIAPHRAGMS GABION SHAPING OF TYING OF METALLIC RING GABIONS WITHOUT DIAPHRAGMS BOX GABIONS (VERTICAL MESH) OPENING AND FOLDING OPERATIONS GABIONS WITHOUT DIAPHRAGMS GABION SHAPING OF TYING OF METALLIC RING GABION ASSEMBLY TOLERANCE TABLE STANDARD DIMENSIONS TABLE NOMINAL DIMENSIONS SHEET 2 GABION FILLING App: Sheet R. Leprotti L. Giuliano
2 App: R. Leprotti Sheet 0.0 DITCH.0 m FILTER FABRIC % % 5.0 m EXCAVATION PROFILE 5.0 m DITCH FILTER FABRIC 0 m WALL STEPPED OUTSIDE WALL STEPPED INSIDE - TYPICAL SECTIONS AND CONSTRUCTION S VERTICAL WALLS - TYPICAL SECTIONS FILTER FABRIC DITCH % % EXCAVATION PROFILE DITCH FILTER FABRIC WALL STEPPED OUTSIDE WALL STEPPED INSIDE - TYPICAL SECTIONS AND CONSTRUCTION S BATTERED WALLS - TYPICAL SECTIONS COLLECTOR AT THE TOE MORTAR 0.06 % CONCRETE CHANNEL COLLECTOR PIPE NON WOVEN GEOTEXTILE MORTAR FREE DRAINING MATERIAL -2 COLLECTOR AT THE WALL'S TOP CONCRETE PRECAST CHANNEL - TYPICAL SECTIONS AND CONSTRUCTION S
3 RETAINING STRUCTURES WITH CUT OFF WALLS FOR SLOPE STABILIZATION GABION WALL CURRENT SECTION CUT OFF WALL ROCK SLOPE STABILIZATION WITH A LIGHT GABION STRUCTURE ROCK SLOPE TYPICAL SECTION GABION WALL FILTER FABRIC BACK FILL COLLECTING PIPE SLOPE STABILIZATION ON THE ROAD DOWNHILL SIDE RETAINING STRUCTURE ON THE DOWNHILL SIDE OF A ROAD EMBANKMENT 4 ADDITIONAL WALL TO STABILIZE THE TOE OF THE MAIN STRUCTURE CONCRETE SLAB 7.0 GABION WALL BACK FILL COLLECTING PIPE App: Sheet 02 R. Leprotti
4 App: R. Leprotti Sheet0 FILTER FABRIC H=2.0 m TOE PROTECTION WITH RENO MATTRESSES H=.0 m H= m DOUBLE TWISTED WOVEN WIRE GABIONS TYPICAL SECTIONS FOR BRIDGE ABUTMENTS HEIGHTS OF 2--4m C B.85 TYPICAL SECTION FOR SMALL BRIDGE ABUTMENT 2.0 m. A B A PLAN VIEW
5 App: R. Leprotti Sheet SECTION C-C OF THE BRIDGE FLOORING SECTION B-B STEEL SUPPORTING BEAM C SECTION A-A TYPICAL SECTION FOR SMALL BRIDGE ABUTMENT
6 GABION GREENING PLANT OR CUTTING VEGETATIVE SOIL COCONUT FIBER GEOSYNTHETIC, REINFORCED WITH PLASTIC MESH TYPE "BIOMAC C" VEGETATIVE POCKET WILLOW CUTTING INTERNAL VEGETATIVE POCKET Sheet 05 App: R. Leprotti GABBION GABBION 0.80 approx CONCRETE FOUNDATION TYPICAL SCHEME FOR A GUARD-RAIL POSITIONED ON A GABION STRUCTURE
7 App: OF ANCHORAGE BETWEEN GABION AND EXISTING CONCRETE STRUCTURE STEEL BAR Ø24 FOR ALL GABION LENGTH (min. length=gabion width+ 00m) 0.20 GABBIONE R. Leprotti Sheet 06 FILLING SOIL PROFILE (/4 CONE) GABBIONS 2XXm GABBIONS XXm EARTH LEVEL DOWNSTREAM THE WALL EARTH SLOPE UPSTREAM THE WALL GABBIONS 2XXm 0.20 GABBIONS XXm GABBIONS 2XXm GABION END WING WALL GABBIONS XXm EARTH SLOPE UPSTREAM THE WALL 0.45 circa 0.45 circa END OR BEGINNING OF A GABION WALL EXISTING STRUCTURE STEEL BARS FOR REINF. CONCRETE Ø20mm FIXED BY SYNTHETIC RESIN EXPANSION BOLTS ONE EACH m STEEL BARS FOR REINF. CONCRETE Ø2-4mm OR GALVANIZED STEEL CABLE Ø0-2mm GABION ANCHORAGE SYSTEM TO CONCRETE STRUCTURE
8 LENGTH BOX GABIONS (HORIZONTAL MESH) OPENED GABION LID SELVEDGING BAR SELVEDGING WIRE SIDE PANEL DIAPHRAGMS SELVEDGING BAR Sheet 07 App: R. Leprotti WIDTH HEIGHT OPENED GABION TO FORM THE BOX EVENTUAL WOODEN TABLE SELVEDGING WIRE SELVEDGING BAR LID SIDE PANEL SELVEDGING WIRE GABIONS BUNDLE ) FOLDING THE FRONT AND BACK SIDE. STRETCH THE UNIT TO FORM THE BOX. 2) OPEN EACH GABION ON A FLAT SURFACE ) OPEN THE BUNDLE LIFTING WIRE OPENING AND FOLDING OPERATIONS GABIONS WITH DIAPHRAGMS
9 ASSEMBLING OF BOX GABIONS GABIONS WITH DIAPHRAGMS 4) FOLD UP THE LATERAL SIDE PANELS AND OTHER VERTICAL PANELS. FIX THE VERTICAL EDGES BY TYING THE TOP SELVEDGE BARS EACH OTHER THIS WILL ENSURE THE GOOD LEVEL OF THE TOP EDGES OF THE BOX. GABION SHAPING IF NECESSARY IS POSSIBLE TO SHAPE THE GABIONS FOLDING THE LATERAL PANELS AND LID Sheet 08 R. Leprotti App: 5) FIX THE VERTICAL EDGES BY ONE OR MORE METALLIC MECHANISED RINGS. THE TYING OPERATIONS CAN BE FINISHED USING THE BINDING WIRE SUPPLIED WITH THE GABIONS OR BY METALLIC MECHANISED RINGS PICK UP THE DIAPHRAGMS AND TIE IT TO THE OTHER VERTICAL PANEL. OF TYING OF METALLIC RINGS
10 LENGTH BOX GABIONS (VERTICAL MESH) OPENED GABION LID SELVEDGING BAR SELVEDGING WIRE SIDE PANEL SELVEDGING BAR Sheet 09 App: R. Leprotti WIDTH HEIGHT EVENTUAL WOODEN TABLE GABION WITHOUT DIAPHRAGMS OPENING AND FOLDING OPERATIONS LIFTING WIRE ) OPEN THE BUNDLE 2) OPEN EACH GABION ON A FLAT SURFACE STRETCH THE UNIT TO FORM THE BOX. ) FOLDING THE FRONT AND BACK SIDE. GABIONS BUNDLE SELVEDGING WIRE SIDE PANEL LID SELVEDGING BAR SELVEDGING WIRE OPENED GABION TO FORM THE BOX
11 ASSEMBLING OF BOX GABIONS GABION WITHOUT DIAPHRAGMS 4) FOLD UP THE LATERAL SIDE PANELS AND OTHER VERTICAL PANELS. FIX THE VERTICAL EDGES BY TYING THE TOP SELVEDGE BARS EACH OTHER THIS WILL ENSURE THE GOOD LEVEL OF THE TOP EDGES OF THE BOX. GABION SHAPING IF NECESSARY IS POSSIBLE TO SHAPE THE GABIONS FOLDING THE LATERAL PANELS AND LID Sheet 0 R. Leprotti App: 5) FIX THE VERTICAL EDGES BY ONE OR MORE METALLIC MECHANISED RINGS. THE TYING OPERATIONS CAN BE FINISHED USING THE BINDING WIRE SUPPLIED WITH THE GABIONS OR BY METALLIC MECHANISED RINGS OF TYING OF METALLIC RINGS
12 App: R. Leprotti Sheet * = not less than nominal thickness BINDING INSTRUCTION GABION ±5% ±5% ±5% TYPE LENGTH WIDTH HEIGHT THICKNESS TOLERANCE ON PRODUCTS NOMINAL DIMENSIONS 20 cm max MODIFIED POLYETHILENE + GALFAN (Zn-Al 5%-MM) L. W. H. 8 x 0 Ø 2.7mm/.7 mm LxWxH (m) DIAPHRAGMS MESH TYPE WIRE DIAM. DOUBLE LOOP STANDARD DIMENSIONS TABLE - GABIONS SINGLE LOOP FOR EASE OF ALIGNMENT A FRAME MAY BE ATTACHED TO THE EMPTY UNITS AND PULLED TO MAKE SURE THAT THE UNITS ARE PROPERLY STRAIGHTENED. GABION SHALL BE PLACED FRONT TO FRONT AND BACK TO BACK IN ORDER TO EXPEDITE THE STONE FILLING AND LID LACING OPERATION. ±mm Ømm TOLERANCE ON WIRE DIAMETER DURING THE TYING OPERATION. 5X7 50 THE BASKET PIECES SHOULD BE PULLED RIGHTLY TOGETHER 6X8 60-4% OPTIONAL 8X % 0X2 00 MESH TYPE D (mm) TOLERANCE MESH DIMENSIONS GABIONS SHALL BE CONNECTED TOGETHER AND ALIGNED BEFORE FILLING THE BASKETS WITH ROCK. ALL CONNECTIONS (PANEL-TO-PANEL AND BASKET-TO-BASKET) SHALL BE ALREADY CARRIED OUT. TOLERANCE TABLE GABION ASSEMBLY
13 App: R. Leprotti Sheet 2 CROSS TIE AT END OF STRUCTURE NEXT GABION Plan CROSS TIE TENSIONING /5 /5 /5 /5 WHEN MORE THAN ONE VERTICAL LAYER OF GABIONS IS INSTALLED, UNITS SHALL BE OVERFILLED APPROXIMATELY TO 0.04m TO ALLOW FOR NATURAL SETTLEMENT. THE TOP SURFACE SHALL BE SMOOTHLY LEVELED, MINIMIZING VOIDS. ENSURE THAT DIAPHRAGM TOPS ARE ACCESSIBLE FOR CONNECTING. 0 0 Front view / POINTS FOR A GABIONS m HIGH, AS THE CELL IS BEING FILLED. 0 / / STIFFENERS OR INTERNAL CROSS TIES SHALL BE INSTALLED AS INDICATED, CONNECTING THE FRONT AND BACK FACES OF ANY SUPPORTED OR EXPOSED FACE AT THE VERTICAL THIRD CROSS TIE n 4 each square meter SUFFICIENT HAND MANIPULATION OF THE ROCK SHALL BE PERFORMED TO MINIMIZE VOIDS AND ACHIEVE A MAXIMUM DENSITY OF ROCK IN THE GABION. THE ROCK IN EXPOSED VERTICAL FACES SHALL BE HAND PLACED TO REDUCE VOIDS ON THE OUTER FACE. ROCK SHALL BE PLACED IN 0.0m LIFTS FOR m HIGH GABIONS, AND 0.2m LIFTS FOR 00m HIGH GABIONS. THE FILL LAYER SHALL NEVER BE MORE THAN 0.0m HIGHER THAN ANY ADJOINING CELL. ROCK TO FILL GABIONS SHALL BE HARD, ANGULAR TO ROUND, DURABLE, AND OF SUCH QUALITY THAT THEY SHALL NOT DISINTEGRATE ON EXPOSURE TO WATER OR WEATHERING DURING THE LIFE OF THE STRUCTURE. THE COMMENDED DIMENSIONS OF ROCK TO FILL GABIONS SHALL BE mm GABION FILLING
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