REINFORCED CONCRETE PIPES
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1 RINOR IRULR ONRT PIPS Ø750 G HRTRISTIS G Ø NOMINL Ø INTRIOR Ø XTRIOR WLL LNGTH Ø ML Ø ML KY WIGHT THIKNSS N XT. N INT. LNGTH Kg/meter * ll dimensions are in millimeters.
2 RINOR ONRT SHORT PIS Ø750 female male male male G G G HRTRISTIS G Ø NOM. Ø INT. Ø XT. WLL LNGTH Ø ML Ø ML KY ML/ML ML / M. THIKNSS N XT. N INT. LNGTH WIGHT kg/unit WIGHT Kg/Unit * ll dimensions are in millimeters.
3 RINOR IRULR ONRT PIPS Ø2400 LITING HOL Ø2400) * The pipe Ø2400 has two lifting holes. HRTRISTIS Ø NOMINL Ø INT. Ø XT. WLL LNGTH Ø INT. O KY WIGHT THIKNSS ML N LNGTH Kg/meter * ll dimensions are in millimeters.
4 RINOR ONRT SHORT PIS Ø2400 LITING HOL Ø2400) LITING HOL Ø2400) female male male male HRTRISTIS Ø NOM. Ø INT. Ø XT. WLL LNGTH Ø INT. O KY WIGHT THIKNSS ML N LNGTH Kg/meter * ll dimensions are in millimeters. * The male / male short pieces Ø1050 and Ø1350 are not available.
5 JOINT TILS Ø750 ML N GSKT INSTLL ON JO SIT. GSKT male female ML N ML N G GSKT HRTRISTIS G Ø NOMINL Ø INT. Ø LL WLL LL KY Ø ML LNGTH XT. THIKNSS LNGTH PTH N INT * ll dimensions are in millimeters.
6 JOINT TILS Ø300 ML N GSKT GSKT male female ML N ML N G TORY INSTLL GSKT HRTRISTIS G Ø NOMINL Ø INTÉRIUR Ø LL WLL LL KY Ø ML LNGTH XT. THIKNSS LNGTH PTH N INT
7 JOINT TILS PIPS Ø2400 (ML N GSKT IS INSTLL ON JO SIT) GSKT male female GSKT GSKT ML N ML N HRTRISTIS Ø NOMINL Ø INTRIOR Ø XTRIOR WLL Ø ML KY THIKNSS N INT. PTH * ll dimensions are in millimeters.
8 R..P SSORIS MONOLITHI LTRL ONNTION * vailable for gravitating PV connection (Ø100-Ø125-Ø150-Ø200-Ø250-Ø300) * xtremity of the PV pipe must be bevelled * an be installed at the male or female end MIN LOW Ø2400 VRIL ML P ML P LITING HOL PLUG Ø Ø60
9 STNR SLOP NS H OR RINOR ONRT PIPS Ø1500 G I K L M N HOSTING L PROIL (ML ITTING) J PLN (ML ITTING) G H K L I M N J PROIL (ML ITTING) PLN (ML ITTING) HRTRISTIS G H I J K L M N O ØNOM WIGHT PIP (kg) U250M U300M U375M U450M U525M U600M U750M U900M U1050M U1200M U1350M U1500M * ll dimensions are in millimeters. * Note: other dimensions available upon request.
10 TIGHT OTURTION (OMSTI LIN)) Precast concrete plug utyl cord 12 X 12mm Structural epoxy resin adhesive (insensitive with moisture) Non-shrink cement grout (f' c=40 28 days) Put a butyl cord 2 all around the concrete stopper 1 - Insert the concrete stopper 1 in the lifting hole to crush the butyl cord 2 - With an epoxy resin, whitewash the top of the concrete stopper and the walls of the lifting hole - ill space by using a non-shrink cement grout 4 3 NON-TIGHT OTURTION (STORMWTR LIN) 1 2 Precast concrete stopper Non-shrink cement grout (f' c=40 28 days) Insert the concrete stopper in the lifting hole 1 - ill space by using a non-shrink cement grout 2
11 PIP PRPRTION N SSMLY PRPRTION OR PIPS Ø300 LN TH ML N LURIT TH ML N LN TH ML N LURIT TH ML N LIGN TH TWO XTRMITIS PRPRTION OR PIPS Ø2400 LN TH ML N LURIT TH ML N LN TH ML N PL TH GSKT N RGULT TH TNSION Y TURNING ROUN TH IRUMRN ON SVRL OSIONS, SMOOTH N ROUN OJT TWN TH GSKT N TH GROOV LURIT TH ML N TR GSKT INSTLLTION LIGN TH TWO XTRMITIS
12 PIP PRPRTION N SSMLY Wedge a bar against a wood block placed horizontally across the end of the bell of the pipe. xert a pressure. (or pipes from Ø250 to Ø450). Place a square piece of wood of 150 mm (min.), between the bucket and the joint of the pipe, and then exert a pressure using the back of the backhoe bucket (or pipes from Ø525 to Ø1200). Place inside the pipeline already in place, several sections behind, a wood bar longer than the diameter of the pipe. stretcher connects this part to another horizontally wood bar placed at the end of the section to be installed. (or pipes Ø1350 and +)(See diagram on other page.) INSPTION * Verify at reception the conformity of the products. Indicate all differences, all nonconformity, defect or apparent breaking, missing or erroneous quantity on the delivery slip. STOKPILING * hange side of the pipe after each row. Note: In accordance with the standards NQ , the lubricant used must be the one provided by the manufacturer of the pipe. The use of any other lubricating product can restrict or cancel the responsibility of the manufacturer with regard to the watertightness or the physical characteristics of the rubber gaskets.
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