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
Overview
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.
Audience
Who Uses This Standard
Civil Engineers
Sanitary Engineers
Pipeline Designers
Quality Control Inspectors
Manufacturers of Stoneware Pipes
Construction Project Managers
Municipal Infrastructure Planners
Contents
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
Structure
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:
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 Size
First Sample Size
Second Sample Size
Acceptance Number (a)
Rejection Number (r)
Up to 150
20
20
1
4
151 - 280
32
32
2
5
500 - 1200
80
80
5
9
1201 - 3200
125
125
7
11
3201 - 10000
200
200
11
16
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 Size
Pipes to Test for Water Absorption, Acid/Alkali Resistance, Crushing Strength
Up to 150
3
151 to 200
5
1201 to 10000
8
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
Item
Test Pressure (MPa)
Pressure Application Rate
Duration at Full Pressure
Straight Pipes
0.15
≤ 0.075 MPa / 5 s
≥ 5 s
Fittings
0.075
≤ 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).
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)
Class
Mean Thickness (mm)
Socket Depth (mm)
Shoulder Excess (mm)
Grooving Length (mm)
100
SP1
12
50
10
75
150
SP2
16
60
12
90
300
SP3
28
74
19
111
500
SP1
40
80
19
120
800
SP3
75
120
27
180
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)
Class
Mean Thickness (mm)
Internal Depth of Socket (mm)
Excess Shoulder (mm)
Length of Grooving (mm)
100
SP1
12
50
10
75
150
SP2
16
60
12
90
300
SP3
28
74
19
111
600
SP1
50
95
20
142.5
800
SP3
75
120
27
180
4. Permissible Thickness Variation (Clause 11.1)
Thickness variation limits depend on pipe diameter:
Diameter (mm)
Permissible Variation (± mm)
100 - 350
3
≤ 450
2
500 - 600
3
700 - 800
5
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)
Parameter
Value
Groove length
1.5 × socket depth
Groove depth
1 mm to 2.5 mm
Grooving location
Inside 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)