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concrete porous pipes for under-drainage

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.

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135Clauses Indexed
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1967Edition
Cement Matrix ProductsCategory
Alternative search terms: IS 4350 PDF, IS 4350 pdf free download, IS 4350 free download pdf, IS4350 PDF, IS-4350 PDF, IS 4350 1967 PDF, IS 4350:1967 PDF, IS 4350-1967 PDF, IS 4350 (1967) PDF, IS 4350 1967 edition PDF, IS 4350 edition 1967 PDF

What This Standard Covers

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.

Who Uses This Standard

  • Civil Engineers
  • Structural Engineers
  • Manufacturers of Concrete Pipes
  • Quality Control Inspectors
  • Construction Project Managers
  • Irrigation and Drainage Specialists
  • Purchasing Agents for Infrastructure Projects

Key Topics Covered

Scope and application of porous concrete pipes
Nominal pipe dimensions and tolerances
Types of joints: butt, rebated, and ogee
Material requirements including cement types
Manufacturing and inspection procedures
Load testing for structural strength
Infiltration testing for porosity performance
Marking and identification of pipes
Sampling and conformity criteria
Non-porous invert options
Handling of pipes in injurious soils
Test specimen selection and testing methods

Table of Contents

1Scope

IS 4350 - Scope & Key Specifications

1. Scope Overview (Clause 4.3.1.1)

  • The standard allows purchaser options for selection to suit specific requirements.
  • Purchaser must supply technical info at order placement (see Appendix A).
  • Key clauses: 3.1, 4.1.1, 4.2, 4.3.1.1, 8.2.
  • Aligns with international standards and Indian field practices.
  • Rounding off test/analysis results per IS 2-1960 rules.

2. Collar Dimensions (Clause 4.3.2, Table 4.4)

Nominal Internal Diameter (mm)Min Caulking Space (mm)Min Thickness (mm)Min Length (mm)
100 - 1501325150
3501630150
450 - 5001935200
600 - 7001940200
800 - 9001945200

3. Sampling & Conformity Criteria (Appendix B, Clause 6.1)

Lot SizeSample Size (Req under Clause 4)Permissible Number of DefectsSample Size for Tests (Clause 6.2)
Up to 501012
51 - 1001513
101 - 2002024
201 - 3003035
301 - 5004037
501 and above55410

Summary:

  • Purchaser options and info critical at order.
  • Collar dimensions vary with pipe diameter
2Definitions

IS 4350 - Definitions & Key Specifications

Definitions (Clause 2.0)

  • The standard defines terms specifically for pipe collars and related components to ensure clarity in manufacturing and testing.
  • Final test/analysis results are rounded per IS 2-1960 rules, maintaining significant figures as specified (Clause 0.6).

Collar Dimensions (Clause 4.3.2, Table 2)

Nominal Internal Diameter (mm)Minimum Caulking Space (mm)Minimum Thickness (mm)Minimum Length (mm)
100 - 1501325150
3501630150
450 - 5001935200
600 - 7001940200
800 - 9001945200

Additional Notes

  • Clause 0.4: Purchaser options and technical info requirements (see Appendix A).
  • Appendix B (Clauses 6.1 & 9.1): Sampling and conformity criteria.
  • Standard aligns with international practices and local field conditions (Clause 0.5).

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.

3Materials

IS 4350 - Materials: Key Specifications & Tables

Cement Types (Clause 4.2)

  • Ordinary Portland Cement (OPC), Rapid Hardening, Low Heat Portland Cement.
  • Portland Blast Furnace Slag Cement.
  • Coarse and fine aggregates as per IS standards for concrete.

Concrete Porous Pipes (Clause 4.3.1)

Nominal Internal Diameter (mm)Effective Length (m)Minimum Wall Thickness (mm)Joints Type
100125Butt, rebated or ogee
1502.0
3502.0 / 2.5 / 3.030Butt, rebated or ogee
450 / 5002.5 / 3.035Butt, rebated or ogee
600 / 7002.5 / 3.040Butt, rebated or ogee
8002.5 / 3.045Butt, rebated or ogee
9002.5 / 3.050Butt, rebated or ogee

Collar Dimensions (Clause 4.3.2)

Nominal Internal Diameter (mm)Min Caulking Space (mm)Min Thickness (mm)Min Length (mm)
100 / 1501325150
3501630150
450 / 5001935200
600 / 7001940200
800 / 9001945200

Notes:

  • Purchaser and supplier may agree on pipe shapes other than those listed (4.2).
  • Pipe dimensions and tolerances must comply with IS 4350 and IS
4Dimensions and Tolerances

IS 4350: Dimensions and Tolerances for Concrete Porous Pipes

1. Dimensions for Concrete Porous Pipes (Clause 4.3.1, Table 1)

Nominal Internal Diameter (mm)Effective Length (m)Minimum Wall Thickness (mm)Joints Type
100, 1502.025Butt, rebated or ogee
3502.0 / 2.5 / 3.030Butt, rebated or ogee
450, 5002.5 / 3.035Butt, rebated or ogee
600, 7002.5 / 3.040Butt, rebated or ogee
8002.5 / 3.045Butt, rebated or ogee
9002.5 / 3.050Butt, rebated or ogee

2. Collar Dimensions (Clause 4.3.2, Table 2)

Nominal Internal Diameter (mm)Minimum Caulking Space (mm)Minimum Thickness (mm)Minimum Length (mm)
100, 1501325150
3501630150
450, 5001935200
600, 7001940200
800, 9001945200

3. Quality Control (Clause 3.2)

  • Maximum permissible defective pipes per batch are specified in Table 3 (not provided here).
  • Defects include non-conformance in dimensions, finish, or straightness.

Summary:

  • Use minimum wall thickness and effective length per diameter as above.
  • Collars must meet minimum **
5Non-porous Inverts

IS 4350: Non-Porous Inverts Key Points

  • Definition: Non-porous inverts are made by grouting or other suitable methods (Clause 5.2).

  • Dimensions:

    • Non-porous invert extends full pipe length.
    • Height = 1/3 of internal diameter (D) from invert (Clause 4.1.1).
    • Example: For pipe diameter D, invert height = D/3.
  • Infiltration Rate:

    • For porous pipes with non-porous inverts, infiltration rate ≥ 50% of porous pipe values (Clause 6.2.2.1).
  • Rate of Infiltration Table (Clause 6.2.2):

Nominal Internal Diameter (mm)Rate of Infiltration (1/min per m length)
10060
150120
250180
500300
  • Formula for invert height:
    [ h = \frac{D}{3} ]

Visual Summary:

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.

6Testing Requirements

IS 4350: Testing Requirements - Key Formulas, Tables & Specifications

Sampling & Conformity (Appendix B, Clauses 6.1 & 9.1)

  • Sampling size and criteria are based on lot size.
  • Pipes tested under Clause 6.2 must be selected from those meeting Clause B-2.1 requirements.

Table 3: Sample Size & Criterion for Conformity

Lot SizeSample Size (Clause 4 Req.)Permissible NumberSample Size for Tests (Clause 6.2)
Up to 501012
51 to 1001513
101 to 2002024
201 to 3003035
301 to 5004037
501 and above55410

Additional Specifications

  • Rounding off results: Follow IS 2-1960 for rounding test values to the same decimal places as specified.
  • Purchaser's option: Clauses 3.1, 4.1.1, 4.2, 4.3.1.1, and 8.2 allow purchaser-specific selections.

This ensures statistically valid sampling and conformity checks for pipe lots per IS 4350.

7Marking

IS 4350: Key Specifications for Marking and Collar Dimensions

Marking (Clause 7.1)

Each pipe must be clearly marked with:

  • Date of manufacture
  • Name of manufacturer or registered trade-mark or both

Collar Dimensions and Tolerances (Clause 4.3.2, Table 4.4)

Nominal Internal Diameter of Pipe (mm)Minimum Caulking Space (mm)Minimum Thickness (mm)Minimum Length (mm)
100 to 1501325150
3501630150
450 to 5001935200
600 to 7001940200
800 to 9001945200

Additional Notes

  • Rounding of test results should follow IS 2:1960 guidelines.
  • Purchaser must provide technical details at order placement (see Appendix A).
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.

8Purchaser's Options and Information

IS 4350: Purchaser's Options & Information Summary

Key Clauses & Requirements

  • 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:

    • Type of pipe
    • Nominal diameter
    • Any special shape (Clause 4.2 allows mutual agreement for non-standard shapes)
    • Other technical details as required by manufacturer
  • Clause 9.1 & Appendix B:
    Sampling method and conformity criteria for pipes are specified (Appendix B).

Rounding Off

  • Final test or analysis values must be rounded per IS 2-1960, matching significant figures of specified values.

Purchaser's Information Checklist (Appendix A)

Information ItemDescription
Pipe TypeStandard or special shape
Nominal DiameterAs per requirement
Technical SpecificationsCement type, aggregates, etc.
Quantity & Delivery DetailsAs per project needs

Notes:

  • Mutual agreement needed for non-standard pipe shapes (Clause 4.2).
  • Sampling & conformity per Appendix B ensure quality compliance.
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.

9Sampling and Conformity Criteria

IS 4350: Sampling and Conformity Criteria Summary

1. Sampling Plan (Table 3)

Lot SizeSample Size (for requirements under Clause 4)Permissible Number of FailuresSample Size (for tests under Clause 6.2)
Up to 501012
51 - 1001513
101 - 2002024
201 - 3003035
301 - 5004037
501 and above55410

2. Conformity Criteria (Clause 3.1)

  • A lot is conforming if it meets conditions in Clauses B-3.2, B-3.3, and B-3.3.1.
  • If the number of defective pipes exceeds the permissible number, the lot is not conforming.

3. Stock Supply (Clause 8.2)

  • Manufacturer must provide a certificate of compliance if pipes are supplied from stock.
  • Tests as per the specification can be requested.
  • Pipes passing tests are deemed compliant; failure means non-compliance.

Summary Flowchart of Sampling & Conformity

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.

Appendix AInformation to be Supplied by Purchaser

Information to be Supplied by Purchaser (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:

  • Type of pipe (e.g., porous concrete)
  • Nominal internal diameter of pipes required
  • Pipe shape (standard or mutually agreed alternate shape as per Clause 4.2)
  • Any special requirements or options selected by purchaser

Collar Dimensions (Clause 4.3.2, Table 2)

Nominal Internal Diameter (mm)Minimum Caulking Space (mm)Minimum Thickness (mm)Minimum Length (mm)
100 - 1501325150
3501630150
450 - 5001935200
600 - 7001940200
800 - 9001945200

Additional Notes:

  • Sampling and conformity criteria are per Appendix B (Clause 9.1).
  • Values should be rounded following IS 2-1960 rules.
  • Purchaser-supplied info ensures correct manufacturing and compliance.
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.

Appendix BSampling Procedures

IS 4350 Sampling Procedures - Key Points

1. Scale of Sampling (Clause B-1.1 & B-1.2)

Lot Size (N)Sample Size (n)Permissible Number of DefectsSample Size for Tests (Clause 6.2)
Up to 501012
51 - 1001513
101 - 2002024
201 - 3003035
301 - 5004037
501 and above55410

2. Sampling Method (Clause B-1.3)

  • Arrange pipes serially.
  • Select every r-th pipe, where:

[ r = \left\lfloor \frac{N}{n} \right\rfloor ]

  • Start from any random pipe to ensure randomness.
  • Continue until the sample size n is reached.

Summary

  • Use Table 3 for sample size and acceptance criteria.
  • Random selection ensures unbiased sampling.
  • Number of tests and permissible defects depend on lot size.
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.

Popular Questions About IS 4350

?What are the specified dimensions and tolerances for concrete porous pipes under IS 4350?

Under IS 4350 (1967) for concrete porous pipes used in under-drainage, the specified dimensions and tolerances are as follows:

Dimensions & Tolerances (Clause 4.3.1, Table 4.4)

Nominal Internal Diameter (mm)Effective Length (m)Minimum Wall Thickness (mm)Joint Types
1001.025Butt, rebated, or ogee
1502.0(Not specified)
3502.0 / 2.5 / 3.030Butt, rebated, or ogee
450 / 5002.5 / 3.035Butt, rebated, or ogee
600 / 7002.5 / 3.040Butt, rebated, or ogee
8002.5 / 3.045Butt, rebated, or ogee
9002.5 / 3.050Butt, rebated, or ogee
  • Effective length varies typically between 1.0 m to 3.0 m depending on diameter.
  • Wall thickness increases with diameter to ensure strength and durability.
  • Joints can be butt, rebated, or ogee types for proper sealing and connection.

This ensures pipes are robust for under-drainage applications with consistent flow and structural integrity.

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?Which types of joints are permitted for porous pipes according to this standard?

According to IS 4350, porous concrete pipes can have the following types of joints:

  • Butt joint: Ends are flat and meet directly.
  • Rebated joint: One end has a rebate (step) cut into the wall thickness.
  • Ogee joint: Ends are shaped with complementary ogee profiles, one facing inward and the other outward, fitting into each other.

Summary from IS 4350 Table 4.4 (Clause 4.3.1):

Nominal Diameter (mm)Joint Types Permitted
100 to 900Butt, Rebated, or Ogee joints

Key Notes:

  • Pipes have uniform internal diameter and wall thickness.
  • Joints ensure proper fit and sealing for under-drainage applications.
  • Effective lengths vary from 1 m to 3 m depending on diameter.
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This ensures structural integrity and hydraulic performance in porous concrete pipes.

?What testing procedures ensure the structural strength and porosity of the pipes?

IS 4350 Testing Procedures for Structural Strength and Porosity of Pipes

  1. Load Test (Clause 6.3 & 6.2a):

    • Specimens undergo a load test to verify structural strength.
    • Ensures pipes withstand specified mechanical loads without failure.
  2. Infiltration (Porosity) Test (Clauses 6.4 & 6.2b):

    • Pipes are thoroughly cleaned to remove dust/dirt that can reduce porosity.
    • Use clean water free from suspended impurities for testing.
    • Measures the water infiltration rate through the pipe wall to confirm porosity.
  3. Sampling & Conformity (Clause 9 & 6.1):

    • Pipes are sampled per standards and tested for load and infiltration.
    • Manufacturer provides proof of compliance; purchaser can request tests at cost.
  4. Certification (Clause 8.2):

    • Manufacturer furnishes compliance certificates for stock pipes if requested.
    • Failure in tests means pipes do not comply with IS 4350.

Summary Table

Test TypePurposeKey Steps
Load TestStructural strengthApply load as per 6.3, check failure
Infiltration TestVerify porosityClean pipe, use clean water, measure infiltration rate
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These procedures ensure pipes meet IS 4350 structural and porosity requirements.

?How does the standard address the use of pipes in chemically aggressive or injurious soils?

IS 4350 addresses the use of pipes in chemically aggressive or injurious soils as follows:

  • Material selection: Porous pipes for underdrainage in injurious soils should be made from sulphate-resisting cement or high alumina cement to resist chemical attack (Clause 3.1).
  • Purchaser's role: The purchaser must specifically indicate the requirement for such special cement during ordering (Clause 3.1).
  • Quality assurance: Pipes supplied from stock must come with a certificate of compliance and pass all specified tests to ensure durability in aggressive environments (Clause 8.2).
  • Manufacturing controls: Pipes must have accurate dimensions, well-defined edges, and strengthened ends to prevent breakage, ensuring structural integrity in harsh soils (Clause 5.1).
  • Maturing: Pipes must be properly matured before supply to achieve full strength and durability (Clause 5.3).

This ensures pipes maintain performance and longevity in chemically aggressive soils by using resistant materials and strict quality controls.

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?What information must a purchaser provide when ordering porous concrete pipes?

When ordering porous concrete pipes as per IS 4350, the purchaser should provide the following key information (Appendix A):

  • Type and nominal diameter of the pipes required.
  • Whether non-porous inverts are needed (Clause 4.1.1). If yes, specify that the non-porous invert should extend the full length and up to one-third of the internal diameter from the invert.
  • Requirement for special cement type (e.g., sulphate-resisting or high alumina cement) if pipes are to be used in injurious soils (Clause 3.1).
  • Any additional requirements relevant to the intended use (e.g., under drainage, infiltration).

This ensures the manufacturer can produce pipes tailored to the site conditions and functional needs.

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