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Glazed Stoneware Pipe and Fittings

IS 651:2007 specifies the dimensions, quality, and performance requirements for glazed stoneware pipes and fittings used primarily in drainage and sewerage systems, excluding potable water applications. It covers straight and taper pipes, various fittings including bends, junctions, half-section channels, and gully traps, detailing tests for absorption, acid and alkali resistance, hydraulic integrity, and crushing strength to ensure durability and reliability in civil engineering projects.

15Sections
79Clauses Indexed
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2007Edition
Sanitary Appliances and Water FittingsCategory
Alternative search terms: IS 651 PDF, IS 651 pdf free download, IS 651 free download pdf, IS651 PDF, IS-651 PDF, IS 651 2007 PDF, IS 651:2007 PDF, IS 651-2007 PDF, IS 651 (2007) PDF, IS 651 2007 edition PDF, IS 651 edition 2007 PDF

What This Standard Covers

IS 651:2007 specifies the dimensions, quality, and performance requirements for glazed stoneware pipes and fittings used primarily in drainage and sewerage systems, excluding potable water applications. It covers straight and taper pipes, various fittings including bends, junctions, half-section channels, and gully traps, detailing tests for absorption, acid and alkali resistance, hydraulic integrity, and crushing strength to ensure durability and reliability in civil engineering projects.

Who Uses This Standard

  • Civil Engineers
  • Sanitary Engineers
  • Pipeline Designers
  • Quality Control Inspectors
  • Manufacturers of Stoneware Pipes
  • Construction Project Managers
  • Municipal Infrastructure Planners

Key Topics Covered

Dimensions and tolerances of pipes and fittings
Classification based on crushing strength (SP 1, SP 2, SP 3)
Water absorption testing procedures and limits
Acid and alkali resistance tests
Hydraulic pressure testing requirements
Specifications for socket and spigot design
Permissible deviations in length and straightness
Sampling and criteria for conformity
Marking and certification requirements
Types of fittings including bends, junctions, and channels
Use of rubber ring joints and grooving details
Quality requirements including glaze integrity and soundness

Table of Contents

1Scope

IS 651 Scope Summary & Key Specifications

  • Scope (Clause 1.2):

    • Covers dimensions of glazed stoneware pipes and fittings in two sections:
      • Section A: Straight pipes & fittings forming normal pipeline; strict dimensional accuracy.
      • Section B: Common fittings not part of normal pipeline; hand-moulded, less strict dimensional control.
  • Dimensional Standards:

    • Pipes and fittings dimensions follow Tables 1 to 12 (internal diameters, bends, junctions).
    • Internal diameters for taper pipes, channels, junctions per Table 1 (Clause 13.1).
    • Bends dimensions (quarter, eighth, sixteenth bends) per Tables 2-6.
    • Section B fittings dimensions per Tables 7-12.
  • Grooving (Clause 2.5 & 18):

    • Socket interiors and spigot exteriors grooved circumferentially.
    • Groove depth: 1 mm to 2.5 mm; length on spigot = 1.5 × socket depth.
    • Grooving optional if rubber ring joints agreed.
  • Test for Acid Resistance (Annex A):

    • Specimen immersed in acid solution; resistance measured as % acid soluble matter (sulphate).

Key Dimensional Tables Excerpts (All dimensions in mm)

Fitting TypeInternal Diameter (mm)Radius (r)Angle (a)Notes
One-quarter bend (Table 2)10090 (short), 150 (medium), 215 (long)140, 190, 255r = radius of bend, a = angle
One-eighth bend (Table 3)100250 (short), 380 (medium), 500 (long)--
One-sixteenth bend (Table 4)100750--
Grooving depth (Clause 2.5)-1 to 2.5 mm-Groove length = 1.5 × socket depth

Reference Standards Incorporated

  • IS 808: Hot rolled steel sections dimensions
  • IS 2730: Magnesium sulphate specifications
  • IS
2Dimensions and Tolerances

IS 651: Dimensions and Tolerances Summary


1. Dimensions (Clause 13.1)

  • Internal diameters of taper pipes, half-section straight/taper channels, and junctions must be selected from Column 2 of Table 1.
  • Dimensions of bends must follow Tables 2 to 6.
  • Refer to respective figures (Fig. 2 to Fig. 6) for dimensional references (d, D).

2. Permissible Tolerances

a. Internal Diameter Tolerances (Clause 10.1 & Table 10.2)

Internal Diameter (mm)Permissible Tolerance (%)
100 – 350± 3
400 – 800± 2.5

b. Length Tolerance (Clause 12.3)

  • Length tolerance is specified but exact values depend on pipe type and length (refer IS 651 Clause 12.3 for details).

c. Thickness Tolerance (Clause 11)

  • Thickness tolerances for barrels, sockets, and bends are specified (refer Clause 11 for exact values).

Key Notes:

  • Always select pipe internal diameters from Table 1, Column 2.
  • Use Tables 2-6 for bends and junction dimensions.
  • Tolerances ensure manufacturing precision and proper fitment.

flowchart TD
    A[Select Internal Diameter] --> B[From Table 1, Col 2]
    B --> C[Check Tolerances]
    C --> D{Diameter Range}
    D -->|100-350 mm| E[±3% Tolerance]
    D -->|400-800 mm| F[±2.5% Tolerance]
    C --> G[Check Length & Thickness Tolerances]
    G --> H[Refer Clauses 12.3 & 11]

For exact dimensions and detailed tolerance values, consult IS 651 Tables 1-6 and Clauses 10-13.

3Classification of Pipes

IS 651 - Classification and Specifications of Pipes

1. Classification of Pipes (Clause 3.1)

  • Pipes are classified based on crushing strength into:
    • SP 1 (Lowest strength)
    • SP 2 (Medium strength)
    • SP 3 (Highest strength)

2. Key Dimensions (Table 1 - Clause 10.1, 11.1, 13.1)

Internal Diameter (mm)ClassMean Thickness of Barrel & Socket (mm)Internal Depth of Socket (mm)Excess Shoulder (mm)Length of Grooving (mm)
100SP112501075
SP214551182.5
SP318601490
150SP115571185.5
..................
800SP15510024150
SP26511026165
SP37512027180

(Refer Table 1 for full details)

3. Permissible Variation in Thickness (Clause 11.1)

Internal Diameter (mm)Permissible Variation (mm)
100 - 350± 3
≤ 450± 2
500 and 600± 3
700 and 800± 5

4. Notes

  • Internal diameters of taper pipes, channels, and junctions must conform to Table 1.
  • Grooving length may be omitted for pipes joined by rubber rings/flexible seals if agreed.
  • Right-hand and left-hand fittings
4Right-Hand and Left-Hand Fittings

IS 651: Right-Hand and Left-Hand Fittings - Key Specifications & Tables


1. Definitions (Clause 4)

  • Right-Hand Fitting: Viewed from spigot to socket, junction arm or bend socket projects right.
  • Left-Hand Fitting: Projects left under same view.

2. Grooving (Clause 2.5 & 18)

  • Sockets interior & spigots exterior must be circumferentially grooved.
  • Groove length on spigot = 1.5 × socket depth.
  • Groove depth = 1 mm to 2.5 mm.
  • Optional if rubber ring joints agreed.

3. Dimensions (Clause 13.1 & Tables)

Fitting TypeRelevant TablesNotes
One-Quarter BendsTable 2Dimensions r (radius), a (length) by internal diameter
One-Eighth BendsTable 3Radius r for short, medium, long bends
One-Sixteenth BendsTable 4Radius r only
One-Quarter Taper BendsTable 5Diameters d, D and radius r, length a
One-Eighth Taper BendsTable 6Diameters d, D and radius r

4. Junctions (Branch Angles)

  • Branch ≤ 200 mm: ~45° angle to barrel.
  • Branch > 300 mm: ~55° to 60° angle.
  • Branch diameter (d) ≤ barrel diameter (D).

5. Socket Taper & Depth (Clause 13.1)

  • Socket taper: 1 mm diameter increase per 15 mm length (1:30 taper).
  • E.g., 50 mm deep socket diameter increases by ≥ 3 mm.
  • Socket depth per Table 1 (not provided here).
  • Socket shoulder width > mean barrel thickness by values in Table 1.

6. Permissible Tolerances on Bend Dimensions (Clause 13.3.2)

Dimension (r, a) mmPermissible Variation mm
Up to 100± 3
101 - 300± 5
301 - 600
5General Quality Requirements

IS 651: General Quality Requirements - Key Points

Sampling & Inspection (Clause D-4.2 & Table 13)

  • Lot size determines sample size for inspection of general quality & dimensions.
  • Inspect first sample; if defectives ≤ acceptance number (a), accept lot.
  • If defectives ≥ rejection number (r), reject lot.
  • If defectives between a and r, inspect second sample; combined defectives ≥ r → reject.
Lot SizeFirst Sample SizeAcceptance (a)Rejection (r)Second Sample SizeCombined Acceptance (a)Combined Rejection (r)
Up to 15020142045
151 - 28032253267
500 - 12008059801213
1201 - 32001257111251819
3201 - 10,00020011162002627

Tests & Specimens (Clause 3.3 & 4.6)

  • Number of pipes tested for:
    • Water absorption, acid resistance, alkali resistance, crushing strength.
  • Crushing strength test specimens must satisfy requirements in Clause 7.6.
Lot SizeNumber of Pipes to Test
Up to 1503
151 to 2005
1201 to 10,0008

Acid Resistance Test (Annex A)

  • Specimen immersed in acid solution.
  • Resistance measured by % acid soluble matter (as sulphate).

Summary Flowchart for Sampling Inspection

flowchart TD
    A[Select Lot Size] --> B[Select First Sample]
    B --> C{Defectives ≤ a
6Marking and Certification

IS 651: Marking and Certification Key Points

1. BIS Certification Marking (Clause 9.2)

  • Pipes and fittings may be marked with the BIS Standard Mark.
  • Use of the Standard Mark follows the Bureau of Indian Standards Act, 1986.
  • Manufacturers must obtain a license from BIS to use the Standard Mark.

2. Sample Size and Criteria for Conformity (Table 13)

Lot SizeSample Size (First)Cumulative Sample SizeMax Defects Allowed (General Quality)Max Defects Allowed (Dimensions)
Up to 150202014
151 - 280323225
500 - 1200808059
1201 - 3200125125711
3201 - 100002002001116
  • Sampling is done in two stages (first and second samples).
  • Criteria ensure quality and dimensional conformity.

3. Grooving Dimensions (Clause 9.2.5, Table 19 excerpt)

TypeSize (mm)A (mm)C (mm)d (mm)D (mm)E (mm)G (mm)
P100×10030517510010065330
P125×10026516510012560345
Q125×100330165100125-345

4. Acid Resistance Test (Annex A, Clause 7.4)

  • Specimen immersed fully in acid solution.
  • Resistance measured as
7Testing Requirements

IS 651 Testing Requirements Summary


1. Number of Tests (Clause 3.3, Table D-3)

Lot SizeNumber of Pipes to be Tested
Up to 1503
151 to 2005
1,201 to 10,0008

2. Acid Resistance Test (Annex A, Clause 7.4)

  • Reagent: Sulphuric Acid, 4.90% (specific gravity 1.84)
  • Specimen: ~5 cm², ≤ 200 g, clean, crack-free
  • Procedure:
    • Dry specimen to constant mass ( M ) at ≥150°C.
    • Immerse in acid solution for 48 hours at ambient temperature.
    • Wash, filter solution, add 5 ml concentrated H₂SO₄.
    • Evaporate, ignite to constant mass ( M_2 ).
  • Calculation:

[ \text{Acid soluble matter %} = \frac{M - M_2}{M} \times 100 ]


3. Alkali Resistance Test (Annex B, Clause 7.5)

  • Test Medium: Magnesium sulphate solution
  • Sample Size: 75–130 cm², sound and defect-free
  • Purpose: To assess resistance of stoneware/vitrified clay pipes to alkali attack.

4. General Testing Facilities (Clause 7.1)

  • Manufacturer must provide all necessary equipment, labor, and apparatus at their premises for testing.

This concise guide covers key testing protocols, specimen preparation, and acceptance criteria per IS 651.

8Sampling and Criteria for Conformity

IS 651: Sampling and Criteria for Conformity

1. Sampling Procedure (Clause D-2 & Table 13)

  • Pipes/fittings of same type, size, and production conditions form a lot.
  • Sample size depends on lot size (see Table 13):
Lot SizeFirst Sample SizeSecond Sample SizeAcceptance Number (a)Rejection Number (r)
Up to 150202014
151 - 280323225
500 - 1200808059
1201 - 3200125125711
3201 - 100002002001116
  • Inspect first sample for general quality & dimensions.
  • If defectives ≤ a → lot accepted.
  • If defectives ≥ r → lot rejected.
  • If defectives between a and r → test second sample; combined defectives ≥ r → reject.

2. Number of Pipes for Specific Tests (Clause D-3.3)

Lot SizePipes to Test for Water Absorption, Acid/Alkali Resistance, Crushing Strength
Up to 1503
151 to 2005
1201 to 100008

3. Crushing Strength (Clause 4.1 & D-4.6)

  • Ultimate crushing strength (kN/m) = Load at fracture (kN) / Inside length of barrel (m)
  • All specimens must satisfy crushing strength requirements.

Summary Flowchart of Sampling & Acceptance

flowchart TD
    A[Select Lot] --> B[Select First Sample]
    B --> C{Defectives ≤ a?}
    C -- Yes --> D[Accept Lot]
    C -- No --> E{Defectives ≥ r?}
    E -- Yes --> F[Reject Lot]
    E -- No --> G[
9Hydraulic Test

IS 651: Hydraulic Test Key Points

Hydraulic Test Pressure (Clause 7.2)

  • Straight pipes (Section A): 0.15 MPa
  • Fittings (Section B): 0.075 MPa
  • Pressure application rate: ≤ 0.075 MPa per 5 seconds
  • Maintain full pressure for ≥ 5 seconds
  • Ensure all air is expelled before testing

Sampling (Clauses 3.2, D-3.2)

  • Test 5% of the lot selected randomly
  • Lot: Pipes/fittings of same type, size, and production conditions

Ultimate Crushing Strength (Clause 4.1)

  • Calculated as:
    [ \text{Ultimate Crushing Strength (kN/m)} = \frac{\text{Load at fracture (kN)}}{\text{Inside length of barrel (m)}} ]

Summary Table for Hydraulic Test

ItemTest Pressure (MPa)Pressure Application RateDuration at Full Pressure
Straight Pipes0.15≤ 0.075 MPa / 5 s≥ 5 s
Fittings0.075≤ 0.075 MPa / 5 s≥ 5 s

flowchart TD
    A[Start] --> B[Expel all air from pipe/fitting]
    B --> C[Apply pressure gradually (≤0.075 MPa / 5 s)]
    C --> D[Reach full test pressure (0.15 or 0.075 MPa)]
    D --> E[Maintain pressure for ≥ 5 seconds]
    E --> F{Check for leaks or damage}
    F -- No --> G[Pass test]
    F -- Yes --> H[Fail test]

Note: Follow IS 4905 for sampling details and Table 13 for lot size vs. sample size.

10Internal Diameter Specifications

IS 651: Internal Diameter Specifications for Pipes

Key Clauses:

  • Clause 13.1:
    Internal diameters for taper pipes, half-section channels, and junctions must be selected from Column 2 of Table 1. Bends dimensions follow Tables 2 to 6.

  • Clause 10.1:
    Internal diameter of barrels (straight pipes, junctions, bends) sized 100 mm to 800 mm as per Column 2 of Table 1.

  • Clause 10.2 (Tolerance):

Internal Diameter (mm)Permissible Tolerance (%)
100 - 350± 3
400 - 800± 2.5

Summary:

  • Select internal diameters strictly from Table 1 (Col 2) for all pipe components.
  • Maintain tolerances as above to ensure proper fit and function.
  • Thickness and other dimensions are governed by related clauses (e.g., Clause 11 for thickness).

Typical Formula for Diameter Tolerance Check:

[ D_{actual} = D_{nominal} \pm \left( \frac{Tolerance%}{100} \times D_{nominal} \right) ]

Where:

  • (D_{nominal}) = specified internal diameter from Table 1
  • (D_{actual}) = acceptable internal diameter range

flowchart LR
    A[Select Pipe Type] --> B{Check Table 1}
    B --> C[Get Internal Diameter (Col 2)]
    C --> D[Apply Tolerance]
    D --> E[Use in Design & Manufacturing]

For exact diameters, refer to Table 1 of IS 651.

11Thickness of Barrels, Sockets and Bends

IS 651: Thickness & Dimensions of Barrels, Sockets, and Bends

1. Mean Thickness Calculation (Clause 11.1)

  • Measure minimum 4 thickness points (excluding grooves).
  • Mean thickness = (Minimum thickness + Maximum thickness) / 2
  • Calculate separately for barrel and socket.
  • Mean thickness ≥ values in Table 1, Col 4.

2. Permissible Variation in Thickness (Clause 11.1, Table 11.2)

Internal Diameter (mm)Permissible Variation (mm)
100 - 350± 3
≤ 450± 2
500 and 600± 3
700 and 800± 5

3. Key Dimensions (Table 1 Extract)

Internal Diameter (mm)ClassMean Thickness (mm)Socket Depth (mm)Shoulder Excess (mm)Grooving Length (mm)
100SP112501075
150SP216601290
300SP3287419111
500SP1408019120
800SP37512027180

4. Socket Taper (Clause 11)

  • Minimum taper: 1 mm diameter increase per 15 mm length (1:30).
  • Example: 50 mm socket depth → diameter difference ≥ 3 mm.

5. Permissible Tolerance on Bends (Clause 13.3.2)

Dimension (r, a) (mm)Permissible Variation (mm)
Up to 100± 3
101 - 300± 5
301 - 600± 7
12Length and Straightness of Pipes

IS 651 Key Specifications on Length and Straightness of Pipes

1. Permissible Deviation from Straightness (Clause 12.4)

  • Maximum deviation = 1% of pipe length
  • Measured on inside of curve using a straight edge.

2. Length and Dimensions (Clause 12)

  • Internal diameters, thickness, and socket dimensions are per Table 1.
  • Lengths and grooving dimensions vary by pipe size and class (SP1, SP2, SP3).

3. Table 1 Summary (Key Dimensions for Pipes up to 800 mm ID)

Internal Diameter (mm)ClassMean Thickness (mm)Internal Depth of Socket (mm)Excess Shoulder (mm)Length of Grooving (mm)
100SP112501075
150SP216601290
300SP3287419111
600SP1509520142.5
800SP37512027180

4. Permissible Thickness Variation (Clause 11.1)

  • Thickness variation limits depend on pipe diameter:
Diameter (mm)Permissible Variation (± mm)
100 - 3503
≤ 4502
500 - 6003
700 - 8005

Summary Formula for Straightness Deviation:

[ \text{Max deviation} = 0.01 \times L ] where (L) = length of pipe.


flowchart LR
    A[Pipe Length, L] --> B[Measure inside curve with straight edge]
    B --> C{Deviation ≤ 1% of L?}
    C -->|Yes| D[Pipe accepted]
    C
13Tapers, Bends and Junctions

IS 651: Key Specifications for Tapers, Bends & Junctions


1. Internal Diameters (Clause 13.1)

  • Select from Column 2 of Table 1 for:
    • Taper pipes (d, D in Fig. 2)
    • Half-section straight channels (D in Fig. 3)
    • Half-section taper channels (d, D in Fig. 4)
    • Junctions (Fig. 5 & 6)
  • Barrel lengths: 600 mm, 750 mm, or 900 mm

2. Permissible Deviation from Straightness (Clause 12.4)

  • Max deviation = 1% of pipe length (measured inside curve with straight edge)

3. Bend Tolerances (Clause 13.3.2)

Dimension r or a (mm)Permissible Variation (mm)
Up to 100± 3
101 - 300± 5
301 - 600± 7
601 - 800± 8

4. Junctions (Clauses 13.1.1 & 13.3.2)

  • Branch diameter d ≤ barrel diameter D
  • Branch angle:
    • ≤ 200 mm: approx. 45°
    • 300 mm: approx. 55° to 60°

  • Socket taper: minimum 1 mm diameter increase per 15 mm length (1:30 taper)
  • Socket depth & shoulder width as per Table 1
  • Junction angles: 45° ± 3° or 90° ± 3°

5. Socket Shoulder Width

  • Must exceed mean barrel thickness by values in Column 5 of Table 1

flowchart LR
    A[Taper Pipes] -->|Select diameter| B[Table 1, Col 2]
    C[Half-Section Channels] -->|Select diameter| B
    D[Junctions] -->|Branch dia ≤ Barrel dia| B
    B --> E[Socket: 1:30 taper]
    E --> F[Socket depth & shoulder width per
14Grooving and Jointing

IS 651: Grooving and Jointing Key Specifications

  • Grooving (Clause 2.5 & 18):

    • Interior of sockets and exterior of spigots shall be circumferentially grooved.
    • Groove length on spigot = 1.5 × socket depth.
    • Groove depth: 1 mm to 2.5 mm.
    • Rubber ring joints may omit grooving if agreed.
  • Spigot & Socket Dimensions:

    • Spigots and sockets conform to pipe dimensions in Table 1 (not fully shown here).
    • Fittings’ spigots/sockets match corresponding pipe sizes.
  • Fittings Dimensions:

    • Bends (quarter, eighth, sixteenth) and taper bends dimensions are provided in Tables 2 to 6.
    • Junctions have branch diameters ≤ barrel diameter (Clause 13.1.1).
    • Junction angles: 45° ± 3° or 90° ± 3° (Fig. 7).

Example Table Extract: Grooving Dimensions (Clause 2.5)

ParameterValue
Groove length1.5 × socket depth
Groove depth1 mm to 2.5 mm
Grooving locationInside socket, outside spigot

Grooving & Jointing Diagram (simplified):

graph LR
A[Spigot] -- Groove length = 1.5× socket depth --> B[Socket]
B -- Groove depth 1-2.5 mm --> C[Groove Detail]

Summary: IS 651 mandates circumferential grooves on spigots and sockets (except rubber ring joints), with specific groove depth and length to ensure secure joints. Dimensions of bends, junctions, and fittings are standardized in Tables 2-12 for uniformity and compatibility.

15Annexes: Test Procedures and Sampling Plans

IS 651: Annexes on Test Procedures & Sampling Plans


Annex A: Test for Resistance to Acids (Clause 7.4)

  • Test Solution: 4.90% Sulphuric Acid (specific gravity 1.84)
  • Specimen: ~5 cm square, max 200 g, cleaned & dried at ≥150°C to constant mass (M)
  • Procedure: Immerse specimen in acid for 48 hours at ambient temperature, wash, filter solution, add 5 ml conc. H2SO4, evaporate & ignite to constant mass (M2)
  • Calculation:

[ \text{Acid Soluble Matter (%)} = \frac{M - M_2}{M} \times 100 ]


Annex B: Test for Alkali Resistance (Clause 7.5)

  • Test Solution: Magnesium sulphate solution
  • Specimen: Sample size 75–130 cm², free from cracks
  • Procedure: React specimen with solution as per standard method (details in IS 651)

Sampling Plan (Clause D-3.3 & Table 13)

Lot SizeNumber of Pipes to be Tested
Up to 1503
151 to 2005
1,201 to 10,0008
  • Samples selected randomly from lot for tests: water absorption, acid & alkali resistance, crushing strength.

Key Dimensions for Grooving (Clause 92.5, Table 19 excerpt)

TypeSize (mm)A (mm)C (mm)d (mm)D (mm)E (mm)G (mm)
P125×10026516510012560345
Q125×100330165100125-345
S180×150445275150180-520

This summary

Popular Questions About IS 651

?What are the permissible tolerances for the internal diameter of glazed stoneware pipes?

According to IS 651 Clause 10.1 (Table 10.2), the permissible tolerances for the internal diameter of glazed stoneware pipes are:

Internal Diameter (mm)Permissible Tolerance (%)
100 to 350± 3%
400 to 800± 2.5%

Summary:

  • For pipes with internal diameter 100-350 mm, the internal diameter can vary by ±3%.
  • For pipes with internal diameter 400-800 mm, the tolerance is tighter at ±2.5%.

This ensures dimensional accuracy for proper fitting and hydraulic performance.

?How is the crushing strength of stoneware pipes classified and tested under IS 651?

Crushing Strength Classification & Testing of Stoneware Pipes (IS 651:2007)

  • Classification: Pipes are classified into three classes based on crushing strength: SP1, SP2, and SP3.
  • Crushing Strength Values: Minimum crushing strength (kN/m) depends on pipe internal diameter and class as per Table 7.6:
Internal Diameter (mm)SP1 (kN/m)SP2 (kN/m)SP3 (kN/m)
Up to 150161821
200 - 300162124
350 - 450162632
500 - 800163260
  • Test Method (Annex C):

    • Load applied along full barrel length (shoulder to spigot).
    • Crushing strength (kN/m) = Total load at fracture / Inside length of barrel.
    • Test rig includes mild steel or hardwood facings with a gap width = D/12 (minimum 25 mm).
  • Sampling & Conformity: Sampling per Annex D; pipes grouped by type, size, and production conditions.

This ensures pipes meet structural integrity for sanitary and water applications.

Loading diagram...
?What procedures are specified for testing acid and alkali resistance of the pipes and fittings?

IS 651: Testing Procedures for Acid and Alkali Resistance of Pipes and Fittings


Acid Resistance Test (Clause 2.5 & Annex A)

  • Specimen Preparation:

    • Size: ~5 cm square, max 200 g
    • Sound, crack-free, edges freshly broken
    • Cleaned with wire brush
  • Test Solution:

    • 4.90% Sulphuric Acid (specific gravity 1.84)
  • Procedure:

    1. Dry specimen at ≥150°C to constant mass (M1).
    2. Immerse completely in acid at ambient temperature for 48 hours.
    3. Remove, wash with hot distilled water into the test solution.
    4. Filter solution, add 5 ml concentrated sulphuric acid, evaporate to dryness, ignite to constant mass (M2).
  • Acceptance Criterion:

    • Loss in mass ≤ 2.5%
  • Calculation:
    [ \text{Loss in mass (%)} = \frac{M_1 - M_2}{M_1} \times 100 ]


Alkali Resistance Test (Clause 7.5 & Annex B)

  • Specimen Preparation:

    • Area: 75 to 130 cm², sound, crack-free
  • Test Solution:

    • Magnesium sulphate solution
  • Procedure:

    • React specimen with magnesium sulphate as per Annex B.
    • Inspect for pitting, softening, spalling, or cracking after test.
  • Acceptance Criterion:

    • No visible deterioration (pitting, softening, spalling, cracking)

These tests ensure durability of pipes/fittings against chemical attack in service.

?Are rubber ring joints allowed, and what are the specifications for grooving in pipe joints?

Rubber Ring Joints in IS 651:

  • Yes, rubber ring joints are allowed as per IS 651, but only if agreed upon between the manufacturer and the buyer.
  • When rubber ring joints are used, the socket taper (1:30) may be omitted.
  • Also, grooving on spigots may be omitted if rubber ring joints are used.

Grooving Specifications (Clause 2.5 & Clause 18):

  • The interior of sockets and exterior of spigots shall be grooved circumferentially.
  • Length of grooving on spigot = 1.5 × depth of socket.
  • Depth of grooves = 1 mm to 2.5 mm.
  • Grooving ensures proper seating of rubber rings or seals unless omitted by mutual agreement.

Key Dimensions from Table 1 (Example for 100 mm dia, SP2 class):

ParameterValue (mm)
Internal Depth of Socket55
Length of Grooving of Spigot82.5 (1.5 × 55)
Groove Depth1 to 2.5

Summary:

AspectRequirement
Rubber ring jointsAllowed if agreed; taper & grooving may be omitted
Socket taper1 mm per 15 mm length (1:30) unless rubber ring joint used
Grooving length1.5 × socket depth
Groove depth1 to 2.5 mm
Loading diagram...

This ensures leak-proof, flexible joints per IS 651.

?What sampling methods and criteria are used to ensure conformity of pipe lots to this standard?

IS 651 Sampling & Conformity Criteria Summary

  1. Lot Definition: Pipes/fittings of same type, size & production conditions form a lot.

  2. Sampling Size (Clause D-2):

    • Random selection per IS 4905, based on lot size (see Table 13 columns 2-5).
  3. Inspection Procedure (Clause D-4.2):

    • Inspect first sample for general quality & dimensions.
    • If defectives ≤ acceptance number a → Lot accepted.
    • If defectives ≥ rejection number r → Lot rejected.
    • If defectives between a and r, inspect second sample.
    • Combined defectives ≥ r → Lot rejected.
  4. Number of Tests (Clauses 3.2 & 3.3):

    • Hydraulic test: 5% of lot size (randomly selected).
    • Water absorption, acid & alkali resistance, crushing strength:
      Lot SizePipes Tested
      Up to 1503
      151 to 2005
      201 to 10,0008

Table 13 (Sampling Example)

Lot Size RangeSample Size (First)Sample Size (Second)Acceptance Number (a)Rejection Number (r)
...............

(Refer to IS 651 Table 13 for exact values)


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In brief: Sampling follows a double sampling plan with acceptance/rejection criteria based on

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