PRECAST DRAINAGE

U-DITCH

Precast concrete drainage channel for infrastructure, industrial and site development applications.

01 / PRODUCT RANGE

STANDARD SECTIONS

Select a nominal internal section. External dimensions and technical data are shown alongside each size.

400 × 400 × 1200External: 600 × 500 × 1200 mmConcrete K350
600 × 600 × 1200External: 800 × 700 × 1200 mmConcrete K350
600 × 700 × 1200External: 800 × 800 × 1200 mmConcrete K350
600 × 800 × 1200External: 800 × 900 × 1200 mmConcrete K350
800 × 800 × 1200External: 1000 × 900 × 1200 mmConcrete K350
800 × 1000 × 1200External: 1000 × 1100 × 1200 mmConcrete K350
1000 × 1000 × 1200External: 1240 × 1120 × 1200 mmConcrete K350
1000 × 1200 × 1200External: 1440 × 1320 × 1200 mmConcrete K350
1000 × 1500 × 1200External: 1740 × 1620 × 1200 mmConcrete K350
1200 × 1200 × 1200External: 1440 × 1320 × 1200 mmConcrete K350
1500 × 1500 × 1200External: 1800 × 1650 × 1200 mmConcrete K350
02 / TECHNICAL SPECIFICATION

DIMENSIONS AT A GLANCE

UKURAN U-DITCHABHWLTaTbDBERAT (kg)
UD 400 x 4004004005006001200100100100≈442
UD 600 x 6006006007008001200100100100615
UD 600 x 7006007008008001200100100100≈678
UD 600 x 8006008009008001200100100100≈737
UD 800 x 80080080090010001200100100100800
UD 800 x 10008001000110010001200100100100≈914
UD 1000 x 100010001000112012401200120120120≈1189
UD 1000 x 120010001200132014401200120120120≈1331
UD 1000 x 150010001500162017401200120120120≈1543
1200 x 120012001200132014401200120120120~1401 kgK350To be verifiedTo be calculated
1500 × 1500 mm1800 × 1800 mm1200 mmK350To be verifiedTo be calculated

UKURAN U-DITCHABHWLTaTbDBERAT kg
UD 400 x 4004004005006001200100100100≈442
UD 600 x 6006006007008001200100100100615
UD 600 x 7006007008008001200100100100≈678
UD 600 x 8006008009008001200100100100≈737
UD 800 x 80080080090010001200100100100800
UD 800 x 10008001000110010001200100100100≈914
UD 1000 x 100010001000112012401200120120120≈1189
UD 1000 x 120010001200132014401200120120120≈1331
UD 1000 x 150010001500162017401200120120120≈1543
UD 1200 x 120012001200132014401200120120120≈1401
UD 1500 x 1500150015001650180012001501501502195

Values marked ≈ are engineering estimates and should be confirmed by production weighing before final publication.

Calculated weight schedule (kg/unit): UD 400 x 400 ≈ 442; UD 600 x 600 = 615; UD 600 x 700 ≈ 678; UD 600 x 800 ≈ 737; UD 800 x 800 = 800; UD 800 x 1000 ≈ 914; UD 1000 x 1000 ≈ 1,189; UD 1000 x 1200 ≈ 1,331; UD 1000 x 1500 ≈ 1,543; UD 1200 x 1200 ≈ 1,401; UD 1500 x 1500 = 2,195. Values marked ≈ are engineering estimates from supplied geometry and should be confirmed by production weighing before final publication.

03 / SECTION & REINFORCEMENT

ENGINEERED AROUND THE SECTION.

U-Ditch cross-section drawings for each size, showing internal and external dimensions, wall and base thickness, reinforcement arrangement, concrete cover and lifting details will be provided upon request.

04 / MANUFACTURING & QUALITY

CONSISTENCY FROM MOULD TO DISPATCH

01 Mould preparation — dimensional and surface checks before production.

02 Reinforcement — reinforcement cage prepared to the approved production drawing.

03 Casting & compaction — K350 concrete placed and compacted under controlled production.

04 Curing & demoulding — units handled after required concrete strength is achieved.

05 Final inspection — dimensions, surface condition and identification checked prior to dispatch.

TECHNICAL DATA & ENQUIRY

Technical drawings, reinforcement details and project-specific requirements can be provided with the product enquiry.