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IS 2505 : 1992Concrete Vibrators, Immersion Type (Internal Vibrators) - Specification

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JIS A 8610 · ISO 15880 · EN 12649
CurrentSpecializedSpecificationGeneral · Scaffolding, Formwork and Construction Equipment
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OverviewValues3InternationalTablesFAQ3Related

IS 2505:1992 is the Indian Standard (BIS) for concrete vibrators, immersion type (internal vibrators) - specification. This standard specifies the requirements for materials, sizes, construction, and performance of immersion type (internal) concrete vibrators used for compacting concrete on construction sites.

Specifies requirements for immersion (poker) type concrete vibrators.

Overview

Status
Current
Usage level
Specialized
Domain
General — Scaffolding, Formwork and Construction Equipment
Type
Specification
International equivalents
JIS A 8610:2017 · JSA (Japanese Standards Association), JapanISO 15880:2014 · ISO (International Organization for Standardization)EN 12649:2008+A1:2011 · CEN (European Committee for Standardization), Europe
Typically used with
IS 456IS 325IS 4691
Also on InfraLens for IS 2505
3Key values2Tables3FAQs
Practical Notes
! Do not use the vibrator to push or move concrete laterally, as this causes segregation.
! Insert the needle vertically and quickly, and withdraw it slowly to allow entrapped air to escape without leaving a void.
! The needle should be kept at least 50 mm away from the formwork to prevent damage to the forms and surface blemishes.
Frequently referenced clauses
Cl. 4SizesCl. 5MaterialsCl. 7Performance RequirementsCl. 8Construction
Pulled from IS 2505:1992. Browse the full clause & table index below in Tables & Referenced Sections.
concrete

International Equivalents

Similar International Standards
JIS A 8610:2017JSA (Japanese Standards Association), Japan
HighCurrent
Internal concrete vibrators
Directly equivalent scope, covering classification, performance, and testing of immersion vibrators.
ISO 15880:2014ISO (International Organization for Standardization)
MediumCurrent
Concrete - Test methods for concrete vibrators - Immersion vibrators
Overlaps on performance testing methods (frequency, amplitude) but is not a full product specification.
EN 12649:2008+A1:2011CEN (European Committee for Standardization), Europe
LowCurrent
Concrete compactors and smoothing machines - Safety
Covers safety aspects of the machine, not performance specifications for concrete consolidation.
Key Differences
≠IS 2505 is a product specification from 1992, while more recent standards like ISO 15880:2014 focus specifically on advanced testing methodologies (e.g., using accelerometers and FFT analysis) not detailed in the Indian standard.
≠International standards like JIS A 8610:2017 provide a more detailed classification system, including classes for amplitude and eccentricity, which are only mentioned qualitatively in IS 2505.
≠European standard EN 12649 places strong emphasis on operator safety, mandating specifications for noise emission and hand-arm vibration, which are not addressed in IS 2505.
≠The endurance test requirements differ significantly. IS 2505 specifies a 24-hour continuous test, whereas JIS A 8610 requires a longer, 100-hour cyclic test.
Key Similarities
≈All standards identify the immersion-type vibrator (poker vibrator) as the primary subject, meant for internal compaction of concrete.
≈Both IS 2505 and its international counterparts (like JIS A 8610) recognize frequency and amplitude as the two most critical performance parameters for effective concrete consolidation.
≈Classification based on the diameter of the vibrating head is a common feature across IS 2505 and JIS A 8610, as this directly relates to the vibrator's radius of action.
≈The fundamental construction types, such as motor-in-head and flexible shaft driven vibrators, are recognized and covered in both the Indian and Japanese standards.
Parameter Comparison
ParameterIS ValueInternationalSource
Minimum Frequency (Electric Motor-in-Head)12000 vibrations per minute (vpm)Nominal frequency is typically ≥167 Hz (10000 vpm), with common models at 200 Hz (12000 vpm).JIS A 8610:2017
Mandatory Amplitude SpecificationNot specified; mentioned as a 'desirable' characteristic.Specified by class; e.g., Class H (High Amplitude) requires nominal amplitude ≥1.0 mm.JIS A 8610:2017
Endurance Test Duration24 hours continuous (12h in air, 12h in water).100 hours total (in cycles of 1h in water, 1h in air).JIS A 8610:2017
Frequency Measurement MethodBy means of a suitable vibro-meter or tachometer.Measured using an accelerometer attached to the vibrator head, with data processed by an FFT analyzer.ISO 15880:2014
Range of Head Diameters25 mm to 100 mm25 mm to 150 mmJIS A 8610:2017
Noise Emission DeclarationNot specified.Mandatory declaration of A-weighted sound power level tested according to EN ISO 3744.EN 12649:2008+A1:2011
Hand-Arm Vibration (HAV)Not specified.Requires measurement and declaration of vibration total value at the handle.EN 12649:2008+A1:2011
⚠ Verify details from original standards before use

Key Values3

Quick Reference Values
Nominal sizes of vibrator needles25, 40, 60 mm (typically)
Typical operating frequency8000 to 12000 vibrations per minute (vpm)
Typical amplitude of vibration0.5 mm to 1.5 mm

Tables & Referenced Sections

Key Tables
Table 1 - Dimensions of Needles
Table 2 - Frequency and Amplitude of Vibration
Key Clauses
Clause 4 - Sizes
Clause 5 - Materials
Clause 7 - Performance Requirements
Clause 8 - Construction

Related Resources on InfraLens

Cross-Referenced Codes
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
IS 325:1996Three Phase Induction Motors
→
IS 4691:2018Degrees of Protection Provided by Enclosures ...
→

Frequently Asked Questions3

How do you select the needle size for a vibrator?+
Selection depends on the spacing of the reinforcement and the formwork dimensions; the needle must pass freely between rebars without getting stuck.
What is the recommended frequency for concrete internal vibrators?+
Generally between 8000 and 12000 vibrations per minute (vpm), sufficient to fluidize the concrete mix.
How long should the vibrator be immersed?+
Typically 5 to 15 seconds per insertion, or until a thin film of mortar appears on the surface and large air bubbles stop escaping.

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