IS 7319:1974 specifies the requirements for perforated concrete pipes used primarily in drainage and irrigation systems. This standard covers dimensions, materials, manufacturing processes, curing methods, testing procedures, and quality control to ensure durability and hydraulic efficiency. It is essential for manufacturers, engineers, and contractors involved in the design, production, and installation of perforated concrete pipes.
Overview
IS 7319:1974 specifies the requirements for perforated concrete pipes used primarily in drainage and irrigation systems. This standard covers dimensions, materials, manufacturing processes, curing methods, testing procedures, and quality control to ensure durability and hydraulic efficiency. It is essential for manufacturers, engineers, and contractors involved in the design, production, and installation of perforated concrete pipes.
Audience
Contents
Structure
Scope: Covers perforated concrete pipes for underdrainage with defined dimensions, physical properties, and sampling/testing criteria.
| Lot Size | Sample Size (Req. under Clauses 4 & 5) | Permissible Number | Sample Size (Tests under 6.2) |
|---|---|---|---|
| Up to 50 | 10 | 1 | 2 |
| 51 to 100 | 15 | 1 | 3 |
| 101 to 200 | 20 | 2 | + |
| 201 to 300 | 30 | 3 | 5 |
| 301 to 500 | 40 | 3 | 7 |
| 501 and above | 55 | 4 | 10 |
| Internal Diameter D (mm) | Min. Barrel Thickness T (mm) | Min. Laying Length Lm (m) | Depth of Socket LS (mm) | Min. Strength (kg/m) | Max. Absorption (%) |
|---|---|---|---|---|---|
| 80 | 25 | 1 | 40 | 1560 | 8 |
| 100 | 25 | 1 | 40 | 1560 | 8 |
| 150 | 25 | 1 | 50 | 1560 | 8 |
| 200 | 25 | 1 | 57 | 1560 | 8 |
| 225 | 25 | 1 | 65 | 1670 | 8 |
| 250 | 25 | 1 | 65 | 1670 | 8 |
| 300 | 30 | 1 | 65 | 1790 | 8 |
IS 7319 Key References, Tables & Specifications Summary
| Lot Size | Sample Size (Req. under 4 & 5) | Permissible Number | Sample Size (Tests under 6.2) |
|---|---|---|---|
| Up to 50 | 10 | 1 | 2 |
| 51 to 100 | 15 | 1 | 3 |
| 101 to 200 | 20 | 2 | + |
| 201 to 300 | 30 | 3 | 5 |
| 301 to 500 | 40 | 3 | 7 |
| 501 and above | 55 | 4 | 10 |
| Internal Diameter D (mm) | Min. Barrel Thickness T (mm) | Min. Laying Length Lm (m) | Socket Depth LS (mm) | Min. Strength (kg/m²) | Max. Absorption (%) |
|---|---|---|---|---|---|
| 80 | 25 | 1 | 40 | 1560 | 8 |
| 100 | 25 | 1 | 40 | 1560 | 8 |
| 150 | 25 | 1 | 50 | 1560 | 8 |
| 200 | 25 | 1 | 57 | 1560 | 8 |
| 225 | 25 | 1 | 65 | 1670 | 8 |
| 250 | 25 | 1 | 65 | 1670 | 8 |
| 300 | 30 | 1 | 65 | 1790 | 8 |
| 350 | 32 | 1 | 65 | 1880 | 8 |
| 400 |
IS 7319 - Key Specifications for Materials (Clause 4.2 and related)
| Internal Diameter, D (mm) | Min. Barrel Thickness, T (mm) | Min. Laying Length, Lm (m) | Socket Inside Diameter, Ds (mm) | Socket Depth, Ls (mm) | Socket Taper (H:Ls) | Min. Socket Thickness, Ts (mm) | Rows of Perforation | Perforations per Row | Slot Length (mm) | Slot Spacing (mm) | Min. Strength (kg/m) | Max. Absorption (%) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 80 - 450 (various sizes) | 25 to 35 | 1 | 130 to 565 | 40 to 70 | 1:20 | 3/4T or as specified | 4 to 8 | 9 to 10 | 25 to 75 | 50 to 150 | 1560 to 2230 | 8 |
| Lot Size | Sample Size (for Clauses 4 & 5) | Permissible Failures | Sample Size (for Tests under 6.2) | |----------------|---------------------------------|---------------------|
IS 7319: Dimensions and Tolerances for Perforated Concrete Pipes
| Parameter | Details / Formula / Tolerance |
|---|---|
| Internal Diameter, D | As per Table 1 (80 mm to 450 mm sizes) |
| Minimum Thickness of Barrel, T | Varies by diameter (e.g., 25 mm for 80-250 mm pipes) |
| Minimum Laying Length, Lm | Typically 1 m |
| Inside Diameter at Mouth of Socket, Ds | Given in Table 1 (e.g., 130 mm for 80 mm pipe) |
| Depth of Socket, Ls | Given in Table 1 (e.g., 40 mm for 80-100 mm pipes) |
| Minimum Taper of Socket | 1:20 |
| Minimum Thickness of Socket, Ts | 3/4 T or all sizes (varies) |
| Rows of Perforation | 4 to 8 rows depending on size |
| Perforations per Row | 9 to 10 |
| Length of Slots | 25 mm to 75 mm depending on diameter |
| Spacing of Slots | 50 mm to 150 mm |
| Minimum Strength (Three Edge Bearing) | 1560 to 2230 kg/m (increases with pipe size) |
| Maximum Absorption | 8% |
[ D_{socket,new} = D_{socket,standard} + 2 \times \Delta T_{barrel} ]
flowchart LR
A[Standard Barrel Thickness] --> B[Increase Barrel Thickness]
B --> C[Increase Socket Diameter by 2 × ΔT]
C --> D[Maintain Proper Fit
IS 7319: Manufacture - Key Specifications & Tables
| Lot Size | Sample Size (Req. under 4 & 5) | Permissible Number | Sample Size (Tests under 6.2) |
|---|---|---|---|
| Up to 50 | 10 | 1 | 2 |
| 51 to 100 | 15 | 1 | 3 |
| 101 to 200 | 20 | 2 | + |
| 201 to 300 | 30 | 3 | 5 |
| 301 to 500 | 40 | 3 | 7 |
| 501 and above | 55 | 4 | 10 |
| Internal Diameter D (mm) | Min. Thickness T (mm) | Min. Laying Length Lm (m) | Depth of Socket LS (mm) | Min. Strength (kg/m) | Max. Absorption (%) |
|---|---|---|---|---|---|
| 80 | 25 | 1 | 40 | - | 8 |
| 100 | 25 | 1 | 40 | 1560 | 8 |
| 150 | 25 | 1 | 50 | 1560 | 8 |
| 200 | 25 | 1 | 57 | 1560 | 8 |
| 225 | 25 | 1 | 65 | 1670 | 8 |
| 250 | 25 |
IS 7319: Key Formulas, Tables & Specifications for Tests
| Lot Size | Sample Size (Req. under Clauses 4 & 5) | Permissible Number | Sample Size for Tests (under 6.2) |
|---|---|---|---|
| Up to 50 | 10 | 1 | 2 |
| 51 to 100 | 15 | 1 | 3 |
| 101 to 200 | 20 | 2 | + |
| 201 to 300 | 30 | 3 | 5 |
| 301 to 500 | 40 | 3 | 7 |
| 501 and above | 55 | 4 | 10 |
flowchart TD
A[Lot Size] --> B[Determine Sample Size]
B --> C{Test Type}
C -->|Req. under 4 & 5| D[Sample Size & Permissible No.]
C -->|Tests under 6.2| E[Sample Size from Table 7.1]
D & E --> F[Select Pipes for Testing]
F --> G[Conduct Tests]
G --> H[Round Results (IS 2:1960)]
H --> I[Decide Conformity]
This
IS 7319: Criteria for Conformity (Clause 7.3)
A lot is conforming if conditions in Clauses 7.3.2, 7.3.3, and 7.3.3.1 are met; else, it is non-conforming.
| Lot Size | Sample Size (Req. under Clauses 4 & 5) | Permissible Number of Defects | Sample Size (Tests under 6.2) |
|---|---|---|---|
| Up to 50 | 10 | 1 | 2 |
| 51 to 100 | 15 | 1 | 3 |
| 101 to 200 | 20 | 2 | + |
| 201 to 300 | 30 | 3 | 5 |
| 301 to 500 | 40 | 3 | 7 |
| 501 and above | 55 | 4 | 10 |
Summary:
Use Table 7.1 to determine sample size and permissible defects for lot acceptance. Verify curvature angles as per Clause 5.4.2 for geometric conformity.
IS 7319 - Marking Specifications Summary
Each pipe must be clearly marked with:
Markings should be indented or applied with waterproof paint for durability.
| Lot Size | Sample Size (for requirements under Clauses 4 & 5) | Permissible Number of Defects | Sample Size (for tests under Clause 6.2) |
|---|---|---|---|
| Up to 50 | 10 | 1 | 2 |
| 51 to 100 | 15 | 1 | 3 |
| 101 to 200 | 20 | 2 | + |
| 201 to 300 | 30 | 3 | 5 |
| 301 to 500 | 40 | 3 | 7 |
| 501 and above | 55 | 4 | 10 |
flowchart TD
A[Pipe Manufactured] --> B{Marking}
B -->|Class, Date, Manufacturer, Plant| C[Mark Pipe]
B -->|Rejected Specimen| D[Mark as Rejected]
D --> E[Replace Pipe at No Cost]
C --> F[Dispatch Pipe]
This ensures traceability and quality compliance per IS 7319.
Clause 7.4: Marking and Replacement
Clause 7.3.2: Permissible Number of Defective Pipes
Clause 6.1: Test Specimens
| Internal Diameter (D mm) | Min. Barrel Thickness (T mm) | Min. Laying Length (Lm m) | Min. Strength (kg/m) |
|---|---|---|---|
| 80 | 25 | 1 | 1300 (approx.) |
| 150 | 25 | 1 | 1560 |
| 300 | 30 | 1 | 1790 |
| 450 | 35 | 1 | 2230 |
flowchart TD
A[Pipe Inspection] --> B{Pipe meets specs?}
B -- Yes --> C[Accept pipe]
B -- No --> D[Mark pipe as Rejected]
D --> E[Manufacturer replaces pipe free of cost]
E --> A
This ensures quality control and compliance with IS 7319.
Frequently Asked
Under IS 7319 (1974) for perforated concrete pipes, the specified dimensions and tolerances are detailed in Table 1 and Clause 4.2:
| Parameter | Details & Values |
|---|---|
| Internal Diameter (D) | 80 mm to 450 mm (various standard sizes) |
| Minimum Barrel Thickness (T) | 25 mm to 35 mm depending on diameter |
| Minimum Laying Length (Lm) | 1 meter for all sizes |
| Inside Diameter at Socket Mouth (Ds) | Larger than D, varies per size (e.g., 130 mm for 80 mm pipe) |
| Depth of Socket (Ls) | 40 mm to 70 mm, depending on pipe diameter |
| Minimum Taper of Socket | 1:20 (Height:Length ratio) |
| Minimum Thickness of Socket (Ts) | 3/4 to full barrel thickness depending on size |
| Rows of Perforations | 4 to 8 rows depending on pipe size |
| Perforations per Row | 9 to 10 perforations |
| Slot Length & Spacing | Length: 25 to 75 mm; Spacing: 50 to 150 mm |
| Minimum Strength | 1560 to 2230 kg/m (three edge bearing method) |
| Maximum Absorption | 8% across sizes |
Loading diagram...
IS 7319 Concrete and Materials Requirements Summary:
| Parameter | Value |
|---|---|
| Cement content (Concrete) | ≥ 360 kg/m³ |
| Cement content (Mortar) | ≥ 450 kg/m³ |
| Compressive strength | ≥ 185 kg/cm² (18.14 MPa) |
Loading diagram...
This ensures durability and structural integrity of perforated concrete pipes per IS 7319.
Curing Methods and Durations per IS 7319
Water Curing (Clause 5.5.1):
Steam Curing (Clause 5.5.2):
Summary Table:
| Cement Type | Minimum Curing Duration | Method |
|---|---|---|
| Ordinary Portland Cement (OPC) | ≥ 2 weeks | Water curing |
| Blast Furnace Slag Cement | ≥ 2 weeks | Water curing |
| Rapid-Hardening Portland Cement | ≥ 1 week | Water curing |
| Portland Pozzolana Cement | > 2 weeks (variable) | Extended water curing |
| Any Cement | Variable | Steam curing (pressure/non-pressure) |
This ensures adequate strength development per IS 7319 and related IS codes (IS 269, IS 455, IS 1489).
According to IS 7319, pipes are tested for strength and absorption as follows:
Strength Test:
Absorption Test:
| Test Type | Standard Reference | Purpose |
|---|---|---|
| Three-edge/Sand Bearing | IS 3597-1966 | Strength under design loads |
| Absorption | IS 3597-1966 | Water absorption/durability |
| Concrete Compressive | IS 456-1964 | Concrete quality assurance |
This ensures pipes meet structural and durability requirements before supply.
Marking Requirements for Traceability and Identification of Pipes (IS 7319, Clause 8.1):
Each pipe must be clearly marked with the following information for traceability:
Additional Notes:
Loading diagram...
Ask AI about any clause, requirement, or provision in IS 7319. Get instant, clause-cited responses powered by our indexed library.
Free tier includes 150 queries (50 AI + 100 Reference) · No credit card required