IS 73191974AI Search Enabled✦ AI Generated

perforated concrete pipes

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.

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1974Edition
Cement Matrix ProductsCategory
Alternative search terms: IS 7319 PDF, IS 7319 pdf free download, IS 7319 free download pdf, IS7319 PDF, IS-7319 PDF, IS 7319 1974 PDF, IS 7319:1974 PDF, IS 7319-1974 PDF, IS 7319 (1974) PDF, IS 7319 1974 edition PDF, IS 7319 edition 1974 PDF

What This Standard Covers

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.

Who Uses This Standard

  • Civil Engineers
  • Structural Engineers
  • Manufacturers of Concrete Pipes
  • Quality Control Inspectors
  • Irrigation Engineers
  • Construction Contractors
  • Public Works Departments

Key Topics Covered

Dimensions and tolerances of perforated concrete pipes
Materials specifications including concrete and aggregates
Manufacturing processes and curing methods
Design and formation of pipe ends and joints
Testing procedures including three-edge bearing and absorption tests
Criteria for lot conformity and quality acceptance
Marking and identification requirements
Specifications for pipe branches and curves
Slot spacing and perforation details
Strength requirements for different cement types
Sampling and inspection protocols
Handling of rejected pipes

Table of Contents

1Scope

IS 7319 - Scope: Key Specifications & Tables

Scope: Covers perforated concrete pipes for underdrainage with defined dimensions, physical properties, and sampling/testing criteria.


1. Sampling & Conformity (Clause 7.2.2, Table 7.1)

Lot SizeSample Size (Req. under Clauses 4 & 5)Permissible NumberSample Size (Tests under 6.2)
Up to 501012
51 to 1001513
101 to 200202+
201 to 3003035
301 to 5004037
501 and above55410

2. Dimensions & Physical Requirements (Clause 4.2, Table 1)

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 (%)
802514015608
1002514015608
1502515015608
2002515715608
2252516516708
2502516516708
3003016517908
2References

IS 7319 Key References, Tables & Specifications Summary


1. Sampling & Conformity (Clause 7.2.2, Table 2)

Lot SizeSample Size (Req. under 4 & 5)Permissible NumberSample Size (Tests under 6.2)
Up to 501012
51 to 1001513
101 to 200202+
201 to 3003035
301 to 5004037
501 and above55410

2. Dimensions & Physical Requirements (Clause 4.2, Table 1)

Internal Diameter D (mm)Min. Barrel Thickness T (mm)Min. Laying Length Lm (m)Socket Depth LS (mm)Min. Strength (kg/m²)Max. Absorption (%)
802514015608
1002514015608
1502515015608
2002515715608
2252516516708
2502516516708
3003016517908
3503216518808
400
3Materials

IS 7319 - Key Specifications for Materials (Clause 4.2 and related)

1. Permissible Dimensional Variations (Clause 4.2)

  • Variations from Table 1 dimensions must not exceed limits in 4.2.1.
  • Heavier wall thickness pipes can be supplied optionally by the manufacturer.

2. Table 1: Sizes and Dimensions of Perforated Concrete Pipes

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 PerforationPerforations per RowSlot Length (mm)Slot Spacing (mm)Min. Strength (kg/m)Max. Absorption (%)
80 - 450 (various sizes)25 to 351130 to 56540 to 701:203/4T or as specified4 to 89 to 1025 to 7550 to 1501560 to 22308
  • Note: If barrel thickness increases, socket inside diameter increases by twice the thickness increase.

3. Material Specifications Referenced

  • Ordinary, Rapid-hardening, Low heat Portland Cement (IS 269)
  • Portland Blast Furnace Slag Cement (IS 455)
  • Portland Pozzolana Cement (IS 1489)
  • Coarse and Fine Aggregates (IS 383)
  • Plain and Reinforced Concrete Code (IS 456)
  • Test Methods for Concrete Strength (IS 516)

4. Sampling and Testing (Clause 7.2.2)

| Lot Size | Sample Size (for Clauses 4 & 5) | Permissible Failures | Sample Size (for Tests under 6.2) | |----------------|---------------------------------|---------------------|

4Dimensions and Tolerances

IS 7319: Dimensions and Tolerances for Perforated Concrete Pipes

Key Specifications (Clause 4.2 & Table 1)

ParameterDetails / Formula / Tolerance
Internal Diameter, DAs per Table 1 (80 mm to 450 mm sizes)
Minimum Thickness of Barrel, TVaries by diameter (e.g., 25 mm for 80-250 mm pipes)
Minimum Laying Length, LmTypically 1 m
Inside Diameter at Mouth of Socket, DsGiven in Table 1 (e.g., 130 mm for 80 mm pipe)
Depth of Socket, LsGiven in Table 1 (e.g., 40 mm for 80-100 mm pipes)
Minimum Taper of Socket1:20
Minimum Thickness of Socket, Ts3/4 T or all sizes (varies)
Rows of Perforation4 to 8 rows depending on size
Perforations per Row9 to 10
Length of Slots25 mm to 75 mm depending on diameter
Spacing of Slots50 mm to 150 mm
Minimum Strength (Three Edge Bearing)1560 to 2230 kg/m (increases with pipe size)
Maximum Absorption8%

Tolerances (Clause 4.2.1)

  • Overall length: ±1% of standard length
  • Internal diameter (≤300 mm): +3 mm

Notes

  • If barrel thickness increases, socket inside diameter increases by twice the increase.
  • Socket thickness (Ts) measured 6 mm from outer end.

Summary formula for socket diameter adjustment:

[ 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
5Manufacture

IS 7319: Manufacture - Key Specifications & Tables

1. Agreement (Clause 5.3.1)

  • Manufacturer and purchaser must mutually agree on specific requirements beyond the standard.

2. Rounding Off (Clause 0.4)

  • Test/analysis results must be rounded per IS 2-1960.
  • Retain significant places equal to the specified value.

3. Sampling (Clause 7.2.2, Table 7.1)

Lot SizeSample Size (Req. under 4 & 5)Permissible NumberSample Size (Tests under 6.2)
Up to 501012
51 to 1001513
101 to 200202+
201 to 3003035
301 to 5004037
501 and above55410

4. Dimensional & Physical Requirements (Clause 4.2, Table 4.1)

Internal Diameter D (mm)Min. Thickness T (mm)Min. Laying Length Lm (m)Depth of Socket LS (mm)Min. Strength (kg/m)Max. Absorption (%)
8025140-8
1002514015608
1502515015608
2002515715608
2252516516708
25025
6Tests

IS 7319: Key Formulas, Tables & Specifications for Tests

1. Number of Tests (Clause 7.2 & 7.2.2)

  • The sample size and permissible number of failures depend on the lot size.
  • Sampling follows Table 7.1 (Clause 7.2.2):
Lot SizeSample Size (Req. under Clauses 4 & 5)Permissible NumberSample Size for Tests (under 6.2)
Up to 501012
51 to 1001513
101 to 200202+
201 to 3003035
301 to 5004037
501 and above55410
  • Pipes for tests under 6.2 are selected from those that satisfy initial requirements (Clause 7.2.1).

2. Rounding Off Results (Clause 5.3.1 & 0.4)

  • Test results must be rounded according to IS 2:1960.
  • Retain the same number of significant places as specified values.

Summary:

  • Use Table 7.1 for sample size and acceptance criteria.
  • Test pipes under 6.2 from conforming samples.
  • Round off results per IS 2:1960 for consistency.
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

7Criteria for Conformity

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.

Key Table: Sample Size & Criterion for Conformity (Clause 7.2.2, Table 7.1)

Lot SizeSample Size (Req. under Clauses 4 & 5)Permissible Number of DefectsSample Size (Tests under 6.2)
Up to 501012
51 to 1001513
101 to 200202+
201 to 3003035
301 to 5004037
501 and above55410

Interpretation:

  • Sample Size: Number of samples to be tested from the lot.
  • Permissible Number: Maximum allowable defective samples for the lot to be accepted.
  • Tests under clause 6.2 require additional sample sizes as indicated.

Additional Specification (Clause 5.4.2):

  • Curves must be at 90°, 45°, 22.5°.
  • Curvature should substantially conform to specified radii.

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.

8Marking

IS 7319 - Marking Specifications Summary

Key Marking Requirements (Clause 8.1)

Each pipe must be clearly marked with:

  • Class of pipe
  • Date of manufacture
  • Manufacturer's name or trade-mark
  • Plant identification

Markings should be indented or applied with waterproof paint for durability.


Rejected Specimens (Clause 7.4)

  • Rejected pipes must be plainly marked by the inspector.
  • Manufacturer/seller must replace rejected pipes at no extra cost.

Sampling & Testing (Clause 7.2.2, Table 7.1)

Lot SizeSample Size (for requirements under Clauses 4 & 5)Permissible Number of DefectsSample Size (for tests under Clause 6.2)
Up to 501012
51 to 1001513
101 to 200202+
201 to 3003035
301 to 5004037
501 and above55410

Additional Notes

  • Rounding of test results should follow IS 2:1960.
  • Purchaser and supplier agreement is needed for certain clauses (5.3.1).

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.

9Handling of Rejected Pipes

Handling of Rejected Pipes - IS 7319 Key Points

Clause 7.4: Marking and Replacement

  • Rejected pipes must be clearly marked by the inspector.
  • Manufacturer/seller must replace rejected pipes free of cost with pipes meeting all specifications.

Clause 7.3.2: Permissible Number of Defective Pipes

  • The maximum permissible defective pipes (due to dimension, finish, straightness) is specified in Column 3 of Table 2 (not fully provided here).
  • Pipes exceeding this limit are rejected.

Clause 6.1: Test Specimens

  • Pipes for testing are randomly selected from stock.
  • Specimens must not be pre-rejected.

Summary Table (Example from Clause 4.2 & Table 1 for Dimensions)

Internal Diameter (D mm)Min. Barrel Thickness (T mm)Min. Laying Length (Lm m)Min. Strength (kg/m)
802511300 (approx.)
1502511560
3003011790
4503512230

Important Notes:

  • Rejected pipes must not be used; they must be replaced.
  • Marking ensures traceability.
  • Permissible dimensional variations and defects are strictly controlled.
  • Replacement pipes must comply fully with IS 7319 specifications.
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.

Popular Questions About IS 7319

?What are the specified dimensions and tolerances for perforated concrete pipes under IS 7319?

Under IS 7319 (1974) for perforated concrete pipes, the specified dimensions and tolerances are detailed in Table 1 and Clause 4.2:

Key Dimensions & Tolerances:

ParameterDetails & 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 Socket1:20 (Height:Length ratio)
Minimum Thickness of Socket (Ts)3/4 to full barrel thickness depending on size
Rows of Perforations4 to 8 rows depending on pipe size
Perforations per Row9 to 10 perforations
Slot Length & SpacingLength: 25 to 75 mm; Spacing: 50 to 150 mm
Minimum Strength1560 to 2230 kg/m (three edge bearing method)
Maximum Absorption8% across sizes

Permissible Variations (Clause 4.2.1):

  • Variations from Table 1 dimensions shall not exceed specified limits.
  • Heavier wall thickness pipes may be supplied at the manufacturer's option, with socket inside diameter increased accordingly (twice the increase in barrel thickness).

Notes:

  • Socket thickness (Ts) is measured 6 mm from the outer end.
  • Increased barrel thickness requires socket inside diameter increase = 2 × increase in barrel thickness.

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?Which materials and concrete mix requirements does the standard mandate?

IS 7319 Concrete and Materials Requirements Summary:

  • Concrete Type: Must conform to IS 456:1964 (Code of Practice for Plain and Reinforced Concrete).
  • Minimum Cement Content:
    • Concrete (non-controlled): 360 kg/m³
    • Mortar (if used): 450 kg/m³
  • Minimum Compressive Strength (28 days):
    • Concrete: 185 kg/cm² (≈ 18.14 MPa)
    • Mortar: 185 kg/cm² (≈ 18.14 MPa)
  • Test Specimens:
    • Concrete cubes: 15 cm
    • Mortar cubes: 10 cm
  • Testing Standards: Compressive strength tests per IS 516:1959 and IS 456.
  • Manufacturer's Responsibility: Provide test results and test cubes on demand, ensuring compliance.

Key Formulas/Conversions

ParameterValue
Cement content (Concrete)≥ 360 kg/m³
Cement content (Mortar)≥ 450 kg/m³
Compressive strength≥ 185 kg/cm² (18.14 MPa)

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This ensures durability and structural integrity of perforated concrete pipes per IS 7319.

?What curing methods and durations are recommended for different cement types?

Curing Methods and Durations per IS 7319

  • Water Curing (Clause 5.5.1):

    • Ordinary Portland Cement (OPC) & Blast Furnace Slag Cement: Minimum 2 weeks.
    • Rapid-Hardening Portland Cement: Minimum 1 week.
    • Portland Pozzolana Cement: Curing period should be increased suitably to achieve required strength.
    • Methods: Immersion, water-saturated coverings, perforated pipes, mechanical sprinklers, porous hoses, or other approved moistening means.
    • For large pipes partly above water, keep exposed parts continuously wet.
  • Steam Curing (Clause 5.5.2):

    • Permitted if pressure or non-pressure steam curing requirements are met.
    • Non-pressure steam curing involves a moist atmosphere with injected steam in a chamber allowing full steam circulation.
    • Duration and temperature depend on strength requirements.

Summary Table:

Cement TypeMinimum Curing DurationMethod
Ordinary Portland Cement (OPC)≥ 2 weeksWater curing
Blast Furnace Slag Cement≥ 2 weeksWater curing
Rapid-Hardening Portland Cement≥ 1 weekWater curing
Portland Pozzolana Cement> 2 weeks (variable)Extended water curing
Any CementVariableSteam curing (pressure/non-pressure)

This ensures adequate strength development per IS 7319 and related IS codes (IS 269, IS 455, IS 1489).

?How are the pipes tested for strength and absorption according to the standard?

According to IS 7319, pipes are tested for strength and absorption as follows:

Testing Sequence (Clause 6.2):

  1. Strength Test:

    • Conduct either the Three-edge bearing test or the Sand bearing test as per IS 3597-1966.
    • These tests verify the pipe's ability to withstand design loads.
  2. Absorption Test:

    • Follow the procedure in IS 3597-1966 to measure water absorption.
    • Ensures durability and resistance to water ingress.

Sampling (Clause 7.1.3):

  • Pipes are selected randomly from the lot using systematic sampling:
    [ r = \left\lfloor \frac{N}{n} \right\rfloor ]
    where N = lot size, n = sample size.

Additional:

  • Concrete quality is verified by compressive tests on cubes/cylinders per IS 456-1964 (Clause 6.1.1).

Summary:

Test TypeStandard ReferencePurpose
Three-edge/Sand BearingIS 3597-1966Strength under design loads
AbsorptionIS 3597-1966Water absorption/durability
Concrete CompressiveIS 456-1964Concrete quality assurance

This ensures pipes meet structural and durability requirements before supply.

?What are the marking requirements for traceability and identification of pipes?

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:

  • Class of pipe (e.g., Class A, B, etc.)
  • Date of manufacture
  • Name or trade-mark of the manufacturer
  • Identification of the plant where the pipe was produced

Additional Notes:

  • Markings should be indented on the pipe or painted with waterproof paint to ensure durability.
  • Rejected pipes must be plainly marked by the inspector (Clause 7.4) and replaced at no cost.
  • Markings help link pipes to their test results and ensure conformity to specifications (Clauses 7.1.1.1 and 7.3.3).

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