IS 4350:1967 specifies requirements for concrete porous pipes used in under-drainage systems, covering nominal internal diameters from 80 mm to 900 mm. It details dimensions, joint types, material specifications including cement types for aggressive soils, and performance criteria such as load and infiltration tests. This standard is essential for manufacturers, engineers, and purchasers involved in designing, producing, and specifying porous concrete pipes to ensure durability, structural integrity, and adequate drainage performance.
Overview
IS 4350:1967 specifies requirements for concrete porous pipes used in under-drainage systems, covering nominal internal diameters from 80 mm to 900 mm. It details dimensions, joint types, material specifications including cement types for aggressive soils, and performance criteria such as load and infiltration tests. This standard is essential for manufacturers, engineers, and purchasers involved in designing, producing, and specifying porous concrete pipes to ensure durability, structural integrity, and adequate drainage performance.
Audience
Contents
Structure
IS 4350 - Scope & Key Specifications
| Nominal Internal Diameter (mm) | Min Caulking Space (mm) | Min Thickness (mm) | Min Length (mm) |
|---|---|---|---|
| 100 - 150 | 13 | 25 | 150 |
| 350 | 16 | 30 | 150 |
| 450 - 500 | 19 | 35 | 200 |
| 600 - 700 | 19 | 40 | 200 |
| 800 - 900 | 19 | 45 | 200 |
| Lot Size | Sample Size (Req under Clause 4) | Permissible Number of Defects | Sample Size for Tests (Clause 6.2) |
|---|---|---|---|
| Up to 50 | 10 | 1 | 2 |
| 51 - 100 | 15 | 1 | 3 |
| 101 - 200 | 20 | 2 | 4 |
| 201 - 300 | 30 | 3 | 5 |
| 301 - 500 | 40 | 3 | 7 |
| 501 and above | 55 | 4 | 10 |
IS 4350 - Definitions & Key Specifications
| Nominal Internal Diameter (mm) | Minimum Caulking Space (mm) | Minimum Thickness (mm) | Minimum Length (mm) |
|---|---|---|---|
| 100 - 150 | 13 | 25 | 150 |
| 350 | 16 | 30 | 150 |
| 450 - 500 | 19 | 35 | 200 |
| 600 - 700 | 19 | 40 | 200 |
| 800 - 900 | 19 | 45 | 200 |
flowchart TD
A[Pipe Nominal Diameter] --> B[Determine Collar Dimensions]
B --> C{Use Table 2}
C -->|Lookup| D[Caulking Space, Thickness, Length]
D --> E[Manufacture Collar]
E --> F[Test & Verify per IS 4350]
This summary provides essential definitions, collar size specs, and conformity guidelines from IS 4350.
IS 4350 - Materials: Key Specifications & Tables
| Nominal Internal Diameter (mm) | Effective Length (m) | Minimum Wall Thickness (mm) | Joints Type |
|---|---|---|---|
| 100 | 1 | 25 | Butt, rebated or ogee |
| 150 | 2.0 | — | — |
| 350 | 2.0 / 2.5 / 3.0 | 30 | Butt, rebated or ogee |
| 450 / 500 | 2.5 / 3.0 | 35 | Butt, rebated or ogee |
| 600 / 700 | 2.5 / 3.0 | 40 | Butt, rebated or ogee |
| 800 | 2.5 / 3.0 | 45 | Butt, rebated or ogee |
| 900 | 2.5 / 3.0 | 50 | Butt, rebated or ogee |
| Nominal Internal Diameter (mm) | Min Caulking Space (mm) | Min Thickness (mm) | Min Length (mm) |
|---|---|---|---|
| 100 / 150 | 13 | 25 | 150 |
| 350 | 16 | 30 | 150 |
| 450 / 500 | 19 | 35 | 200 |
| 600 / 700 | 19 | 40 | 200 |
| 800 / 900 | 19 | 45 | 200 |
IS 4350: Dimensions and Tolerances for Concrete Porous Pipes
| Nominal Internal Diameter (mm) | Effective Length (m) | Minimum Wall Thickness (mm) | Joints Type |
|---|---|---|---|
| 100, 150 | 2.0 | 25 | Butt, rebated or ogee |
| 350 | 2.0 / 2.5 / 3.0 | 30 | Butt, rebated or ogee |
| 450, 500 | 2.5 / 3.0 | 35 | Butt, rebated or ogee |
| 600, 700 | 2.5 / 3.0 | 40 | Butt, rebated or ogee |
| 800 | 2.5 / 3.0 | 45 | Butt, rebated or ogee |
| 900 | 2.5 / 3.0 | 50 | Butt, rebated or ogee |
| Nominal Internal Diameter (mm) | Minimum Caulking Space (mm) | Minimum Thickness (mm) | Minimum Length (mm) |
|---|---|---|---|
| 100, 150 | 13 | 25 | 150 |
| 350 | 16 | 30 | 150 |
| 450, 500 | 19 | 35 | 200 |
| 600, 700 | 19 | 40 | 200 |
| 800, 900 | 19 | 45 | 200 |
Summary:
IS 4350: Non-Porous Inverts Key Points
Definition: Non-porous inverts are made by grouting or other suitable methods (Clause 5.2).
Dimensions:
Infiltration Rate:
Rate of Infiltration Table (Clause 6.2.2):
| Nominal Internal Diameter (mm) | Rate of Infiltration (1/min per m length) |
|---|---|
| 100 | 60 |
| 150 | 120 |
| 250 | 180 |
| 500 | 300 |
flowchart TD
A[Pipe Diameter (D)] --> B[Non-porous Invert Height = D/3]
B --> C[Full Length of Pipe]
C --> D[Reduced Infiltration Rate ≥ 50% of Porous Pipe]
D --> E[Check Rate of Infiltration from Table]
Use these specs to ensure compliance with IS 4350 for non-porous inverts.
IS 4350: Testing Requirements - Key Formulas, Tables & Specifications
| Lot Size | Sample Size (Clause 4 Req.) | Permissible Number | Sample Size for Tests (Clause 6.2) |
|---|---|---|---|
| Up to 50 | 10 | 1 | 2 |
| 51 to 100 | 15 | 1 | 3 |
| 101 to 200 | 20 | 2 | 4 |
| 201 to 300 | 30 | 3 | 5 |
| 301 to 500 | 40 | 3 | 7 |
| 501 and above | 55 | 4 | 10 |
This ensures statistically valid sampling and conformity checks for pipe lots per IS 4350.
IS 4350: Key Specifications for Marking and Collar Dimensions
Each pipe must be clearly marked with:
| Nominal Internal Diameter of Pipe (mm) | Minimum Caulking Space (mm) | Minimum Thickness (mm) | Minimum Length (mm) |
|---|---|---|---|
| 100 to 150 | 13 | 25 | 150 |
| 350 | 16 | 30 | 150 |
| 450 to 500 | 19 | 35 | 200 |
| 600 to 700 | 19 | 40 | 200 |
| 800 to 900 | 19 | 45 | 200 |
flowchart TD
A[Pipe] --> B[Marking]
B --> C[Date of Manufacture]
B --> D[Manufacturer Name/Trademark]
A --> E[Collar Dimensions]
E --> F[Caulking Space]
E --> G[Thickness]
E --> H[Length]
This ensures traceability and dimensional conformity per IS 4350.
IS 4350: Purchaser's Options & Information Summary
Clause 4.3.1.1: Purchaser may select options to suit requirements; must provide technical info at order time (see Appendix A).
Appendix A:
Purchaser should supply:
Clause 9.1 & Appendix B:
Sampling method and conformity criteria for pipes are specified (Appendix B).
| Information Item | Description |
|---|---|
| Pipe Type | Standard or special shape |
| Nominal Diameter | As per requirement |
| Technical Specifications | Cement type, aggregates, etc. |
| Quantity & Delivery Details | As per project needs |
flowchart LR
A[Purchaser] --> B[Provide Order Info]
B --> C{Pipe Type?}
C -->|Standard| D[Standard Pipe]
C -->|Non-standard| E[Mutual Agreement]
B --> F[Nominal Diameter]
B --> G[Technical Details]
B --> H[Quantity & Delivery]
D & E --> I[Manufacturer Produces Pipe]
I --> J[Sampling & Testing (Appendix B)]
J --> K[Conformity Check]
This ensures clarity on purchaser's options and required info per IS 4350.
IS 4350: Sampling and Conformity Criteria Summary
| Lot Size | Sample Size (for requirements under Clause 4) | Permissible Number of Failures | Sample Size (for tests under Clause 6.2) |
|---|---|---|---|
| Up to 50 | 10 | 1 | 2 |
| 51 - 100 | 15 | 1 | 3 |
| 101 - 200 | 20 | 2 | 4 |
| 201 - 300 | 30 | 3 | 5 |
| 301 - 500 | 40 | 3 | 7 |
| 501 and above | 55 | 4 | 10 |
flowchart TD
A[Start: Lot Size Known] --> B{Determine Sample Size}
B -->|Use Table 3| C[Select Sample Pipes]
C --> D[Test Pipes as per Clause 4 & 6.2]
D --> E{Number of Failures ≤ Permissible?}
E -->|Yes| F[Lot Conforming]
E -->|No| G[Lot Not Conforming]
F --> H[Issue Certificate if Stock Supply]
G --> I[Reject Lot]
This ensures quality control by statistically sampling pipes and verifying compliance with IS 4350.
As per Appendix A and Clauses 0.3, 0.4, 4.2:
The purchaser must provide the following key details when placing an enquiry or order for porous concrete pipes:
| Nominal Internal Diameter (mm) | Minimum Caulking Space (mm) | Minimum Thickness (mm) | Minimum Length (mm) |
|---|---|---|---|
| 100 - 150 | 13 | 25 | 150 |
| 350 | 16 | 30 | 150 |
| 450 - 500 | 19 | 35 | 200 |
| 600 - 700 | 19 | 40 | 200 |
| 800 - 900 | 19 | 45 | 200 |
flowchart TD
A[Purchaser] -->|Supplies info| B[Manufacturer]
B -->|Manufactures pipes| C[Porous Concrete Pipes]
A -->|Specifies diameter, type, shape| B
B -->|Ensures collar dimensions per Table 2| C
This ensures clarity and compliance with IS 4350 requirements.
IS 4350 Sampling Procedures - Key Points
| Lot Size (N) | Sample Size (n) | Permissible Number of Defects | Sample Size for Tests (Clause 6.2) |
|---|---|---|---|
| Up to 50 | 10 | 1 | 2 |
| 51 - 100 | 15 | 1 | 3 |
| 101 - 200 | 20 | 2 | 4 |
| 201 - 300 | 30 | 3 | 5 |
| 301 - 500 | 40 | 3 | 7 |
| 501 and above | 55 | 4 | 10 |
[ r = \left\lfloor \frac{N}{n} \right\rfloor ]
flowchart LR
A[Lot of Pipes (N)] --> B[Arrange in Serial Order]
B --> C[Calculate r = floor(N/n)]
C --> D[Select every r-th pipe starting at random]
D --> E[Sample of size n]
E --> F[Perform Tests]
This ensures statistically valid sampling for conformity assessment per IS 4350.
Frequently Asked
Under IS 4350 (1967) for concrete porous pipes used in under-drainage, the specified dimensions and tolerances are as follows:
| Nominal Internal Diameter (mm) | Effective Length (m) | Minimum Wall Thickness (mm) | Joint Types |
|---|---|---|---|
| 100 | 1.0 | 25 | Butt, rebated, or ogee |
| 150 | 2.0 | (Not specified) | |
| 350 | 2.0 / 2.5 / 3.0 | 30 | Butt, rebated, or ogee |
| 450 / 500 | 2.5 / 3.0 | 35 | Butt, rebated, or ogee |
| 600 / 700 | 2.5 / 3.0 | 40 | Butt, rebated, or ogee |
| 800 | 2.5 / 3.0 | 45 | Butt, rebated, or ogee |
| 900 | 2.5 / 3.0 | 50 | Butt, rebated, or ogee |
This ensures pipes are robust for under-drainage applications with consistent flow and structural integrity.
Loading diagram...
According to IS 4350, porous concrete pipes can have the following types of joints:
| Nominal Diameter (mm) | Joint Types Permitted |
|---|---|
| 100 to 900 | Butt, Rebated, or Ogee joints |
Loading diagram...
This ensures structural integrity and hydraulic performance in porous concrete pipes.
IS 4350 Testing Procedures for Structural Strength and Porosity of Pipes
Load Test (Clause 6.3 & 6.2a):
Infiltration (Porosity) Test (Clauses 6.4 & 6.2b):
Sampling & Conformity (Clause 9 & 6.1):
Certification (Clause 8.2):
| Test Type | Purpose | Key Steps |
|---|---|---|
| Load Test | Structural strength | Apply load as per 6.3, check failure |
| Infiltration Test | Verify porosity | Clean pipe, use clean water, measure infiltration rate |
Loading diagram...
These procedures ensure pipes meet IS 4350 structural and porosity requirements.
IS 4350 addresses the use of pipes in chemically aggressive or injurious soils as follows:
This ensures pipes maintain performance and longevity in chemically aggressive soils by using resistant materials and strict quality controls.
Loading diagram...
When ordering porous concrete pipes as per IS 4350, the purchaser should provide the following key information (Appendix A):
This ensures the manufacturer can produce pipes tailored to the site conditions and functional needs.
Loading diagram...
Ask AI about any clause, requirement, or provision in IS 4350. Get instant, clause-cited responses powered by our indexed library.
Free tier includes 150 queries (50 AI + 100 Reference) · No credit card required