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Laboratory Apparatus #682912

Concrete Permeability Apparatus

  • Consistency Plunger (in Plastic Case)
  • Vicat Mould Split Type, with Clamping Ring
The procedure, as recommended in various standards, is for determining the quantity of water required to produce a cement paste of standard consistency. The standard consistency is attained when the 10 mm plunger of the apparatus penetrates the material to a pre-determined depth under free-fall. A new sample is prepared and tested with initial and final needles in accordance with the procedure described in various specifications. Vicat Apparatus consists of a frame bearing a movable rod with a cap at top and a Vicat mould in the form of the frustum of a cone, (80+5)70 + 5mm dia at the base, (70mm+5mm) 60 mm at the top and 40 mm high, and with a glass base plate of minimum 2.5 mm thickness with various models of Vicat apparatus as per standard specifications. Two models of Vicat Apparatus are offered
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Ring And Ball Apparatus

Ring and Ball Apparatus
Electrical heating, with a Heater and Energy Regulator, Suitable for operation on 230 V, 50 Hz, single phase, AC supply. Each unit is supplied with Bath of heat resistant glass
Tapered Rings - 2 Nos.
Ball Centring Guide - 2 Nos.
Steel Ballsof 9.5 mm dia - 2 Nos
Ring holder - 1 No.
Electric Heater (Hot Plate - 1 No.
Extra
Thermometer IP 60C
Range: 2 C to 80 C
Thermometer IP 61C
Range: 30 C to 200 C

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Dean And Stark Apparatus

IS: 1211This apparatus is used for determination of water content of asphalt bitumen and fluxed native asphalt, crude coal tar, road tar, cut back bitumen, Digboi type cutback bitumen and creosote and anthracene oil. The apparatus consist of one 10cc (ml) receiver, 500ml flask and heater with energy regulator control
SPP-1053
Absolute Viscosity (Vacuum Viscometer) with digital water bath and 1 capillary tube IS: 1206 Part II
SPP-1054
Apparatus for float viscometer
IS: 1210This apparatus is used for determination float test for bituminous. The apparatus consists of a float, coller, Thermometer (Range -2 to 80 degree centigrade) and water bath
SPP-1055
BS U-Tube Modified Reverse Floro Viscometer IS 1206 (Part III)- 1978 without pump
SPP-1055001
BS U-Tube (any size)
SPP-1055002
Distillation test apparatus with receiver and temperature meter
SPP-1056
Distillation test apparatus with recevier and temperature meter
SPP-1057
Calorimeter (Digital)For determination of heat combustion of organic matter and calorific value and sulphur content of coal, solid and liquid fuels. The has a capacity of 300ml approximately a provided with a high pressure Schroder valve. Tested as per the recruitment of institute of petroleum (IP 12/63T). Supplied with, calorimeter vessel with support, water jacket, combined lid for calorimeter vessel and water jacket, stirrer, connecting leads, connecting tube to connect to pressure gauge. Connecting tube with fine adjustment valve to connect pressure gauge and oxygen cylinder pressure gauge. Connecting tube spanner for oxygen tube connection, ignition wire (2 meter) Nicrome, cotton reel, stand for unit, pallets press, digital beckman, thermometer benzoic acid, 'O' ring small, 'O' ring for stirrer. Valve key. Supplied without oxygen cylinder (optional)
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Large Direct Shear Apparatus

Large Direct Shear Apparatus,
Motorised, 30 kN (3, 000 kgf)
IS: 2720 (Section 1 - Part 39)-1977,
IS: 11593-1986For testing sands, gravel, gravely clays and clay gravels for use in rolled fill embankments.
Type of Shear Measurement
  • Direct Operation: Motorised
  • Rates of Strain (mm/min): 72 speeds Ranging from 0.0014 to 10.16mm/min
  • Specimen Size: 30 x 30 x 15 cm
  • Change gears: 12
  • Shear Load capacity: 30 kN
  • Vertical load capacity: 300 kN/m2
Power Specifications: 220 V, 50 Hz, 1 phase, AC supply
SSO-1016
Large Direct Shear Apparatus
Motorised, 50 kN (5, 000 kgf)
IS: 2720 (Section 1 - Part 39)-1977,
IS: 11593-1986For testing sands, gravel, gravely clays and clay gravels for use in rolled fill embankments.
Type of Shear Measurement
  • Direct Operation:
  • Motorised Rates of Strain (mm/min): 72 speeds Ranging from 0.0014 to 10.16mm/min
  • Specimen Size: 30 x 30 x 15 cm
  • Change gears: 12
  • Shear Load capacity: 50 kN
  • Vertical load capacity: 500 kN/m2
  • Net weight: 990 kg
  • Power Specifications: 220 V, 50 Hz, 1 phase, AC supply
SSO-1017D
Large Direct Shear Apparatus
Motorised, 50 kN (5, 000 kgf)
IS: 2720 (Section 1 - Part 39)-1977, IS: 11593-1986Same AsIL-510but read out is Digital .The above apparatus consists of:
SSO-1018
Dynamic Cone PenetrometerFor determining the resistance of different soil strata to dynamic penetration of a 50 mm cone and thereby obtain an indication regarding their relative strengths or density or both. The method helps survey of large area in a short time. In some cases, especially if the depth is great, it may be difficult to pull out the cone after the completion of the test. Hence the cone without threads should be used in the case of deep soundings as it may be left in the ground. For shallow depths, generally upto 15 m, if the conditions permit, the cone with threads may be used.It consist of :Cone Plain 50mm base dia and cone angle 60 deg.Cone adaptor with cone and standard threads for 'A' rod coupling.Cone threaded for 'A' rod coupling 60 deg. cone angle, 50mm base dia.
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Demoulding Apparatus

Laboratory Ball MillLaboratory Ball Mill is primarily designed for grinding pigments. The material is ground at a specific speed by using a specific quantity of grinding media (steel balls) for a specific period. The equipment is used for making the ground cement samples in the laboratory. Apart from the cement industry, it is also used in the paint, plastic, granite and tile industries
SCE-1010
Laboratory Ball Mill, 5 Kg capacity without steel balls
SCE-1011
Laboratory Ball Mill, 10 Kg capacity without steel balls

Optional Extras
SCE-1011001
Steel Ball, 40 mm dia
SCE-1011002
Steel Ball, 40 mm dia
SCE-1011003
Steel Ball, 25 mm dia
SCE-1011004
Steel Ball, 19 mm dia
SCE-1011005
Steel Ball, 12.5 mm dia
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Compaction Factor Apparatus

To determine the fineness of cements, pozzolanas and other powdery materials, various international specifications recommend the use of "specific area" method. In the methods described below, air permeability methods are used to determine the specific surface as total surface area in cm/g of material.
IS: 5515A useful tool for workability determination of concrete mixes of very low workability such as those normally used with Concrete, compacted by Vibration. Concrete mix having maximum size of aggregate exceeding 38 mm can be tested for workability. Apparatus is complete with hoppers and receiver assembly
SCO-1037
Shrinkage Bar Mould, Single
SCE-1038
Shrinkage Bar Mould, Double
SCE-1039
Shrinkage Bar Mould, Three
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ROCK- Brazilian Test Apparatus

IS: 10082
The instrument is designed to test specimens from 50 mm dia to 100 mm dia having thickness equal to half the diameter. A pair of loading jaws, designed so as to contact a disc shaped sample at diametrically opposed surfaces over an arc of contact of about 10 degrees at failure, is supplied. The set of jaws supplied with the equipment is designed for 50 mm dia specimen and therefore it is essential to order jaws for respective sizes, if other diameter samples are to be tested. A set of plain platens are provided with the jack which enable testing of cube and circular specimens up to 50 mm size for compressive strength. The outfit consists of
Loading Framefitted with hand operated Hydraulic Loading Jack of 200 KN capacity provided with self-retracting Piston, pair of Plane Platens
Pair of Semi-Circular Jawsfor 50 mm dia samples
Load Gauge0-200 kN x 2 kN capacity, provided with maximum Load Indicator
Extras
Pair of Jawsfor 60 mm dia samples
Pair of Jawsfor 70 mm dia samples
Pair of Jawsfor 80 mm dia samples
Pair of Jawsfor 90 mm dia samples
Pair of Jawsfor 100 mm dia samples.

SRO-1002
Constant Pressure System:This is a Dead-Weight type constant pressure system. This system consists of an oil pump, continuously driven by an electric motor to provide the required pressure to the Triaxial Cell chamber. Capacity: 160 bar (160 kg/cm2)
SRO-1004
Core Cutting and Grinding Machine Features
  • Table Mounted
  • Stable Construction
  • Feed arrangement for cutting
  • Cooling water arrangement
  • Heavy Duty, AC, Single Phase Motor
This unit is designed for cutting and grinding cylindrical rock specimen's upto NX size. The outfit includes 200 mm dia diamond impregnated cutter, a fine diamond, impregnated grinding wheel a water supply system and sample holderA V-Vice, to enable the sample upto 55 mm dia x 140 mm long to be cut parallel and square to the longitudinal axis is provided. Reversing the specimen and holding against the vice can prepare cores longer than 140 mm. A hand feed arrangement is provided to facilitate the specimen with a uniform and smooth feeding motion. This unit is operated on single phase, 2 HP, AC motor.
SRO-1004
Core Drilling MachineHeavy duty, pillar type frame with continuous rated 2 HP, single phase, AC motor Varying cutting feeds provided with water-fed swivel head to connect tosuitable water supply. Provision at base for water collection/drainage Core preparation from regular and irregular samples Core size : EX to NX Clamping arrangement to hold specimens with regular/irregular shapes to the base of machine Four cutting speeds of 600, 800, 1100 and 1500 rpmFollowing Core Bits are available as options
Core Drilling Bit21.46 mm dia (EX size)
Core Drilling Bit30.10 mm dia (AX size)
Core Drilling BitCore Drilling Bit
Core Drilling Bit42.04 mm dia (BX size)
Core Drilling Bit54.74 mm dia (NX size)
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Slake Durability Apparatus

IS: 10050-1981

  • For determination of resistance offered by rock to weathering and disintegration when subjected to immersion in water
  • Facility to test upto four sets of samples
  • Quick couplings for assembly and removal of drums


The apparatus consists of a motor on baseboard capable of driving two or more drums at a speed of 20 rpm. A suitable number of plastic water troughs, each designed to contain a test drum with quick release drive assemblies, permit 1 to 4 drums to be driven at one time. The test drums are supported on water lubricated bearings allowing 40 mm unobstructed clearance below the drum and a trough water level 20 mm below the axis of the drum. Drums are made of brass and comprise 2 mm wire mesh cylinders of 140 mm dia and 100 mm length. The equipment consists of
Base Board with Motor Drive assembly with two drum and tank assemblies. Suitable for working at 220 V, Single phase, AC supply.
Extra
Pair of Drums and Tank Assembliesincluding coupling, to enable upto 4 test drums to be driven at a time
Electrical Timer0-30 minFeatures

SRO-1009
Rock Bolt Pull Out Test
BS- 11309, ASTM D-4435These are used to measure the working and ultimate capacities of rock bolt anchors. Further, our products comprises of a central hole jack, hand pump with load gauge, directional control valve and only for central hole jacks above the capacity of 500kN, flexible pipes, truss high tensile test rod with coupling. Moreover, the load cell can be used for the measuring of pull out load and arrangement is provided for fixing dial gauge for estimating deflection against the load. In addition to this, we provide different size of adopters with the high tensile test rod.
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GEOTEXTILE - Cone Drop Test Apparatus

This test is conducted to evaluate the resistance of geosynthetic / geotextile to damage during installation due to dropping of sharp edged or sharp pointed stones on a geosynthetic/ geotextile directly. In this test, a geosynthetic, geotextile is clamped to yield a clear diameter of 150 mm and a brass cone of 45 degree included angle, having a weight of 1 kg, is dropped through a height of 500 mm. The diameter of the resultant hole is measured with a graduated conical device. The smaller the hole, the greater the resistance of geosynthetic /geotextile to damage. When used in combination with other direct tensile test results, it provides a convenient means of qualitative comparison.

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Cross Permeability Test Apparatus

Permeability of a geotextile must be substantially greater than that of the protected soil, so that water can pass freely from the soil through the fabric without build up of hydrostatic pressure. A high value of the permeability of the geotextile also infers that partial clogging will not reduce the permeability. Both Constant and Falling Head permeameters are generally used for measuring normal permeability. Permeability is defined as the volumetric rate of flow of water per unit cross sectional area under unit hydraulic head across the plain of the geotextile. ASTM D 4491 - 85 specifies permeability test using Constant Head and Falling Head Permeameters. The constant head test is carried out using a head of 50 mm of water
Optional
Overhead Tank
Loading unit, 300-kPa capacity

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Dry Sieve Test Apparatus

The test involves sieving rounded particle sizes for which 5% or less by weight pass through the geotextile. The Apparent Opening Size (AOS) is defined as 'Retained On' size of that fraction expressed as a standard sieve number (size). The test is widely used for relative comparison amongst the geotextiles. Thus AOS is a means of correlating geotextile pore structure to an equivalent screen mesh size. The apparatus consist of a 20 cm dia brass frame with clamp, a receiver and a lid
Sieve Shaker and glass beads to be ordered separately.
SGE-1004
Rounded Beadsmade of glass, size 0.85 mm (passing 1 mm and retained at 0.85 mm)
SGE-1005
Rounded Beadsmade of glass, size 0.425 mm (passing 0.85 mm and retained at 0.425 mm)
SGE-1006
Rounded Beadsmade of glass, size 0.25 mm (passing 0.425 mm and retained at 0.25 mm)
SGE-1007
Rounded Beadsmade of glass, size 0.18 mm (passing 0.25 mm and retained at 0.18 mm)
SGE-1008
Rounded Beadsmade of glass, size 0.15 mm (passing 0.18 mm and retained at 0.15 mm)
SGE-1009
Rounded Beadsmade of glass, size 0.075 mm (passing 0.15 mm and retained at 0.075 mm)
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In-Plane Permeability Test Apparatus

This test is necessary for drainage application. The permeameters can be of parallel flow or radial flow type. In either case, flow occurs along the plane of the permeameters. In the apparatus, flow occurs radially outwards, from a central hole to the periphery of a circular specimen. The transmissivity is defined as the volumetric rate of flow per unit width of geotextile and unit hydraulic head.
SpecificationsFlow: Radially outwardsSpecimen diameter: 100 mmRange of Pressure: Upto 800 kPaHead of Water: Upto 30 cm
Optional
Overhead Tank
Loading unit, 300 kPa capacity
SGE-1012
Thickness GaugeThickness is one of the basic physical properties used to control the quality of many geotextiles and geosynthetic. This equipment is simple to operate and thickness of the geosynthetic / reinforcing material can be measured with an accuracy of 0.002 mm for thickness upto 10 mm. Accuracy is 0.01 mm for thickness greater than 10 mm. Simple mechanism is provided to apply desired foot pressure varying from 1 to 10 kPa as per various international standards. Surface plate is grounded and is rust free to enable reproducible results.
SGE-1013
Universal Testing System for GeotextilesThe evaluation of the tensile properties of geotextiles is of paramount importance not only in reinforcement application but also in all other uses. Important properties include stress-strain behaviour, ultimate strength in uniaxial tension (under different widths), creep, etc. Recent researches have made it clear that the measured stress-strain behaviour of geotextiles is significantly influenced by details of testing procedures like method of gripping the fabric, rate of deformation, sample size / aspect ratio, initial preload and fabric conditioning. Universal Testing System for Geotextiles enables determination of these properties under a variety of test conditions. The 100 kN capacity systems have speed ranges from 5 to 320 mm/min. The following attachments are available for this system at extra cost.
SGE-1014
Universal Testing System for Geotextile with Digital Indicater
SGE-1013001
Narrow and Wide Width Tensile StrengthTwo clamping systems 8 cm wide and 22.5 cm wide are mechanical wedge type and facilitate conducting Narrow Strip and Wide Width Tensile Strength tests as per many international specifications, viz Indian, British, ASTM etc. These grips allow simple and rapid sample loading. Roller type grips required in high strength geotextile testing can be supplied as optional extra.
SGE-1013002
Grab Tensile Strength TestThis test measures the ability of the geotextile to distribute concentrated loads. Specially devised clamps (25 mm wide) with a gauge length of 100 mm are placed across 200 mm square samples or 200 mm x100 mm samples. The sample is then subjected to tension at a specified rate until failure occurs. It is widely used by manufacturers as a quality control tool and as such is the most commonly reported tensile strength value. It can also be used for relative comparisons between geotextiles of the same type.
SGE-1013003
Trapezoidal Tear Resistance TestGeotextiles can be cut or punctured during field installation, which can create a possible condition by which strength is controlled by a tearing resistance. In the method suggested by ASTM-D4632, an outline of an isosceles trapezoid is marked on a rectangular specimen (150 mm x 75 mm) cut for the determination of tearing strength, (with a 6 to 9 mm cut) and the non-parallel sides of the trapezoid marked on the specimen are clamped in parallel jaws of the Tensile Testing System. Thereby, the separation of the jaws is continuously increased with simultaneous recording of the load, so the tear propagates across the specimen. The tearing strength is the value for estimating the relative tear resistance of different geotextiles or different directions of the same fabric
SGE-1013004
CBR Push Through TestIn this test developed in West Germany (DIN-54307 E), fabric is clamped to give an inner diameter of 15 cm and a standard CBR plunger is pushed centrally through a fabric at a specified rate. The load at failure is the push through load and when divided by the cross-sectional area of the plunger, gives CBR push through resistance. This gives the resistance of fabric to withstand localised pressure, which is particularly noticed in pavement systems.
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Hydrodynamic Sieve Test Apparatus

The percentage passing of different fractions determines the porometry of the geotextile investigated. In the Hydrodynamic Sieving Method, the geotextile specimen, loaded with a certain quantity of glass bead fraction, is continuously rotated in a water trough, forcing the glass beads to pass through the geotextile openings. The apparatus consists of two test drums of 14 cm dia and 7 cm effective length with 16 nos. of 4 mm dia rods provided circumferentially at equal spacing to hold the geotextile specimen in position. Two troughs to contain the test drums are supported on horizontal axis, facilitating free rotation and capable of being filled with distilled water to a level of 20 mm below the drum axis. The clearance between the trough and the geotextile could be maintained at about 40 mm. The apparatus is provided with a motor drive and gear assembly to enable rotation of the drums at a speed of 5 rpm to 30 rpm. For conducting the test, the Geotextile specimen is cut and stitched to get a shape of 14 cm dia and 10 cm length to insert over the drum tightly, after immersing the specimen in distilled water for one hour, and secured by rubber 'O' rings. After placing 50 g of smallest size glass beads inside the drum, the lid is secured and the drum with the geotextile placed in distilled water to the desired level and rotated at 20 rpm for 1, 500 cycles. In order to get the optimum filtration opening size, the drum is rotated at a speed of 5 rpm to 30 rpm for 250 to 2, 500 revolutions. The percentage of beads passed through the geotextile by dry weight is determined. The test is repeated with increasing size of glass beads till 5% or less of the beads by weight pass through the geotextile.
Rounded Beadsmade of glass, size 0.85 mm (passing 1 mm and retained at 0.85 mm)
Rounded Beadsmade of glass, size 0.425 mm (passing 0.85 mm and retained at 0.425 mm)
Rounded Beadsmade of glass, size 0.25 mm (passing 0.425 mm and retained at 0.25 mm)
Rounded Beadsmade of glass, size 0.18 mm (passing 0.25 mm and retained at 0.18 mm)
Rounded Beadsmade of glass, size 0.15 mm (passing 0.18 mm and retained at 0.15 mm)
Rounded Beadsmade of glass, size 0.075 mm (passing 0.15 mm and retained at 0.075 mm)
SGE-1018
Interface Friction Test Apparatus for Geotextile
NoteDirect shear apparatus not a part of this instrument

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Compaction Test Apparatus, Manual

Soil compaction is a fundamental requirement for the construction of earth fill for dams, reservoirs, canal embankments, highways, railways and runways. The relationship between soil moisture content and compacted dry density is very useful for deciding construction specifications and quality control of compacted earth fill. While designing an earth or earth retaining structure, the strength and deformation behaviour of soil is evaluated by testing soil specimen compacted to the density as would be achieved during construction. The construction quality control is essentially to check the density of compacted soil achieved in the field, thereby checking its strength.
IS:2720 (Part 7)-1987, IS:2720 (Part 8)-1990, IS:9198- 1979, IS:10074-1982, BS:1377

Various Models Of Manual Compaction Test Apparatus Are Given In Table :

Model Rammer Remarks  
SSO -1001 Compaction Test Apparatus 2 .8 6 k g x 300m m fall for light compaction test as per IS 2720 part VII
SSO -1002 Compaction Test Apparatus 4 .8 9 k g x 450m m fall for hight compaction test as per IS 2720 part VIII
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Laboratory Instruments

We are offers a wide range of Laboratory Instruments includes laboratory oven, laboratory electric oven and more.
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Electronic Testing Instruments

Our range of Electronic Testing Instruments includes conductivity meter digital, multi channel soil thermometer portable digital, water soil testing kit digital, d.o. meter digital, t.d.s. meter digital and more.
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Coal Testing Instruments

We are offering a wide range of Coal Testing Instruments based in India.laboratory oven, b.o.d. incubator, sieve shaker, high temperature furnace, ball mill etc.
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Manufacturer of Laboratory Apparatus from Delhi, Delhi by SHIVAM INSTRUMENTS
Post Buy Requirement
SI

SHIVAM INSTRUMENTS Delhi

Delhi, India
Add Review

Our Products

  1. Laboratory Apparatus 17 Products available
  2. Laboratory Equipments 12 Products available
  3. Testing Equipment 5 Products available
  4. Industrial Machinery 4 Products available
  5. Laboratory Shakers 3 Products available
  6. Laboratory Ovens 3 Products available
  7. Soil Testing Equipment 3 Products available
  8. Cooling Tower, Heat Exchanger & Parts

    2 Products available
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    2 Products available
  10. Viscosity Instruments

    2 Products available
  11. Others Products 64 Products available

Laboratory Apparatus #682912

Our offered Product range includes Concrete Permeability Apparatus, Ring and Ball Apparatus, Dean and stark apparatus, Large Direct Shear Apparatus and Demoulding Apparatus.

Concrete Permeability Apparatus

  • Consistency Plunger (in Plastic Case)
  • Vicat Mould Split Type, with Clamping Ring
The procedure, as recommended in various standards, is for determining the quantity of water required to produce a cement paste of standard consistency. The standard consistency is attained when the 10 mm plunger of the apparatus penetrates the material to a pre-determined depth under free-fall. A new sample is prepared and tested with initial and final needles in accordance with the procedure described in various specifications. Vicat Apparatus consists of a frame bearing a movable rod with a cap at top and a Vicat mould in the form of the frustum of a cone, (80+5)70 + 5mm dia at the base, (70mm+5mm) 60 mm at the top and 40 mm high, and with a glass base plate of minimum 2.5 mm thickness with various models of Vicat apparatus as per standard specifications. Two models of Vicat Apparatus are offered
View Complete Details

Ring And Ball Apparatus

Ring and Ball Apparatus
Electrical heating, with a Heater and Energy Regulator, Suitable for operation on 230 V, 50 Hz, single phase, AC supply. Each unit is supplied with Bath of heat resistant glass
Tapered Rings - 2 Nos.
Ball Centring Guide - 2 Nos.
Steel Ballsof 9.5 mm dia - 2 Nos
Ring holder - 1 No.
Electric Heater (Hot Plate - 1 No.
Extra
Thermometer IP 60C
Range: 2 C to 80 C
Thermometer IP 61C
Range: 30 C to 200 C

View Complete Details

Dean And Stark Apparatus

IS: 1211This apparatus is used for determination of water content of asphalt bitumen and fluxed native asphalt, crude coal tar, road tar, cut back bitumen, Digboi type cutback bitumen and creosote and anthracene oil. The apparatus consist of one 10cc (ml) receiver, 500ml flask and heater with energy regulator control
SPP-1053
Absolute Viscosity (Vacuum Viscometer) with digital water bath and 1 capillary tube IS: 1206 Part II
SPP-1054
Apparatus for float viscometer
IS: 1210This apparatus is used for determination float test for bituminous. The apparatus consists of a float, coller, Thermometer (Range -2 to 80 degree centigrade) and water bath
SPP-1055
BS U-Tube Modified Reverse Floro Viscometer IS 1206 (Part III)- 1978 without pump
SPP-1055001
BS U-Tube (any size)
SPP-1055002
Distillation test apparatus with receiver and temperature meter
SPP-1056
Distillation test apparatus with recevier and temperature meter
SPP-1057
Calorimeter (Digital)For determination of heat combustion of organic matter and calorific value and sulphur content of coal, solid and liquid fuels. The has a capacity of 300ml approximately a provided with a high pressure Schroder valve. Tested as per the recruitment of institute of petroleum (IP 12/63T). Supplied with, calorimeter vessel with support, water jacket, combined lid for calorimeter vessel and water jacket, stirrer, connecting leads, connecting tube to connect to pressure gauge. Connecting tube with fine adjustment valve to connect pressure gauge and oxygen cylinder pressure gauge. Connecting tube spanner for oxygen tube connection, ignition wire (2 meter) Nicrome, cotton reel, stand for unit, pallets press, digital beckman, thermometer benzoic acid, 'O' ring small, 'O' ring for stirrer. Valve key. Supplied without oxygen cylinder (optional)
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Large Direct Shear Apparatus

Large Direct Shear Apparatus,
Motorised, 30 kN (3, 000 kgf)
IS: 2720 (Section 1 - Part 39)-1977,
IS: 11593-1986For testing sands, gravel, gravely clays and clay gravels for use in rolled fill embankments.
Type of Shear Measurement
  • Direct Operation: Motorised
  • Rates of Strain (mm/min): 72 speeds Ranging from 0.0014 to 10.16mm/min
  • Specimen Size: 30 x 30 x 15 cm
  • Change gears: 12
  • Shear Load capacity: 30 kN
  • Vertical load capacity: 300 kN/m2
Power Specifications: 220 V, 50 Hz, 1 phase, AC supply
SSO-1016
Large Direct Shear Apparatus
Motorised, 50 kN (5, 000 kgf)
IS: 2720 (Section 1 - Part 39)-1977,
IS: 11593-1986For testing sands, gravel, gravely clays and clay gravels for use in rolled fill embankments.
Type of Shear Measurement
  • Direct Operation:
  • Motorised Rates of Strain (mm/min): 72 speeds Ranging from 0.0014 to 10.16mm/min
  • Specimen Size: 30 x 30 x 15 cm
  • Change gears: 12
  • Shear Load capacity: 50 kN
  • Vertical load capacity: 500 kN/m2
  • Net weight: 990 kg
  • Power Specifications: 220 V, 50 Hz, 1 phase, AC supply
SSO-1017D
Large Direct Shear Apparatus
Motorised, 50 kN (5, 000 kgf)
IS: 2720 (Section 1 - Part 39)-1977, IS: 11593-1986Same AsIL-510but read out is Digital .The above apparatus consists of:
SSO-1018
Dynamic Cone PenetrometerFor determining the resistance of different soil strata to dynamic penetration of a 50 mm cone and thereby obtain an indication regarding their relative strengths or density or both. The method helps survey of large area in a short time. In some cases, especially if the depth is great, it may be difficult to pull out the cone after the completion of the test. Hence the cone without threads should be used in the case of deep soundings as it may be left in the ground. For shallow depths, generally upto 15 m, if the conditions permit, the cone with threads may be used.It consist of :Cone Plain 50mm base dia and cone angle 60 deg.Cone adaptor with cone and standard threads for 'A' rod coupling.Cone threaded for 'A' rod coupling 60 deg. cone angle, 50mm base dia.
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Demoulding Apparatus

Laboratory Ball MillLaboratory Ball Mill is primarily designed for grinding pigments. The material is ground at a specific speed by using a specific quantity of grinding media (steel balls) for a specific period. The equipment is used for making the ground cement samples in the laboratory. Apart from the cement industry, it is also used in the paint, plastic, granite and tile industries
SCE-1010
Laboratory Ball Mill, 5 Kg capacity without steel balls
SCE-1011
Laboratory Ball Mill, 10 Kg capacity without steel balls

Optional Extras
SCE-1011001
Steel Ball, 40 mm dia
SCE-1011002
Steel Ball, 40 mm dia
SCE-1011003
Steel Ball, 25 mm dia
SCE-1011004
Steel Ball, 19 mm dia
SCE-1011005
Steel Ball, 12.5 mm dia
View Complete Details

Compaction Factor Apparatus

To determine the fineness of cements, pozzolanas and other powdery materials, various international specifications recommend the use of "specific area" method. In the methods described below, air permeability methods are used to determine the specific surface as total surface area in cm/g of material.
IS: 5515A useful tool for workability determination of concrete mixes of very low workability such as those normally used with Concrete, compacted by Vibration. Concrete mix having maximum size of aggregate exceeding 38 mm can be tested for workability. Apparatus is complete with hoppers and receiver assembly
SCO-1037
Shrinkage Bar Mould, Single
SCE-1038
Shrinkage Bar Mould, Double
SCE-1039
Shrinkage Bar Mould, Three
View Complete Details

ROCK- Brazilian Test Apparatus

IS: 10082
The instrument is designed to test specimens from 50 mm dia to 100 mm dia having thickness equal to half the diameter. A pair of loading jaws, designed so as to contact a disc shaped sample at diametrically opposed surfaces over an arc of contact of about 10 degrees at failure, is supplied. The set of jaws supplied with the equipment is designed for 50 mm dia specimen and therefore it is essential to order jaws for respective sizes, if other diameter samples are to be tested. A set of plain platens are provided with the jack which enable testing of cube and circular specimens up to 50 mm size for compressive strength. The outfit consists of
Loading Framefitted with hand operated Hydraulic Loading Jack of 200 KN capacity provided with self-retracting Piston, pair of Plane Platens
Pair of Semi-Circular Jawsfor 50 mm dia samples
Load Gauge0-200 kN x 2 kN capacity, provided with maximum Load Indicator
Extras
Pair of Jawsfor 60 mm dia samples
Pair of Jawsfor 70 mm dia samples
Pair of Jawsfor 80 mm dia samples
Pair of Jawsfor 90 mm dia samples
Pair of Jawsfor 100 mm dia samples.

SRO-1002
Constant Pressure System:This is a Dead-Weight type constant pressure system. This system consists of an oil pump, continuously driven by an electric motor to provide the required pressure to the Triaxial Cell chamber. Capacity: 160 bar (160 kg/cm2)
SRO-1004
Core Cutting and Grinding Machine Features
  • Table Mounted
  • Stable Construction
  • Feed arrangement for cutting
  • Cooling water arrangement
  • Heavy Duty, AC, Single Phase Motor
This unit is designed for cutting and grinding cylindrical rock specimen's upto NX size. The outfit includes 200 mm dia diamond impregnated cutter, a fine diamond, impregnated grinding wheel a water supply system and sample holderA V-Vice, to enable the sample upto 55 mm dia x 140 mm long to be cut parallel and square to the longitudinal axis is provided. Reversing the specimen and holding against the vice can prepare cores longer than 140 mm. A hand feed arrangement is provided to facilitate the specimen with a uniform and smooth feeding motion. This unit is operated on single phase, 2 HP, AC motor.
SRO-1004
Core Drilling MachineHeavy duty, pillar type frame with continuous rated 2 HP, single phase, AC motor Varying cutting feeds provided with water-fed swivel head to connect tosuitable water supply. Provision at base for water collection/drainage Core preparation from regular and irregular samples Core size : EX to NX Clamping arrangement to hold specimens with regular/irregular shapes to the base of machine Four cutting speeds of 600, 800, 1100 and 1500 rpmFollowing Core Bits are available as options
Core Drilling Bit21.46 mm dia (EX size)
Core Drilling Bit30.10 mm dia (AX size)
Core Drilling BitCore Drilling Bit
Core Drilling Bit42.04 mm dia (BX size)
Core Drilling Bit54.74 mm dia (NX size)
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Slake Durability Apparatus

IS: 10050-1981

  • For determination of resistance offered by rock to weathering and disintegration when subjected to immersion in water
  • Facility to test upto four sets of samples
  • Quick couplings for assembly and removal of drums


The apparatus consists of a motor on baseboard capable of driving two or more drums at a speed of 20 rpm. A suitable number of plastic water troughs, each designed to contain a test drum with quick release drive assemblies, permit 1 to 4 drums to be driven at one time. The test drums are supported on water lubricated bearings allowing 40 mm unobstructed clearance below the drum and a trough water level 20 mm below the axis of the drum. Drums are made of brass and comprise 2 mm wire mesh cylinders of 140 mm dia and 100 mm length. The equipment consists of
Base Board with Motor Drive assembly with two drum and tank assemblies. Suitable for working at 220 V, Single phase, AC supply.
Extra
Pair of Drums and Tank Assembliesincluding coupling, to enable upto 4 test drums to be driven at a time
Electrical Timer0-30 minFeatures

SRO-1009
Rock Bolt Pull Out Test
BS- 11309, ASTM D-4435These are used to measure the working and ultimate capacities of rock bolt anchors. Further, our products comprises of a central hole jack, hand pump with load gauge, directional control valve and only for central hole jacks above the capacity of 500kN, flexible pipes, truss high tensile test rod with coupling. Moreover, the load cell can be used for the measuring of pull out load and arrangement is provided for fixing dial gauge for estimating deflection against the load. In addition to this, we provide different size of adopters with the high tensile test rod.
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GEOTEXTILE - Cone Drop Test Apparatus

This test is conducted to evaluate the resistance of geosynthetic / geotextile to damage during installation due to dropping of sharp edged or sharp pointed stones on a geosynthetic/ geotextile directly. In this test, a geosynthetic, geotextile is clamped to yield a clear diameter of 150 mm and a brass cone of 45 degree included angle, having a weight of 1 kg, is dropped through a height of 500 mm. The diameter of the resultant hole is measured with a graduated conical device. The smaller the hole, the greater the resistance of geosynthetic /geotextile to damage. When used in combination with other direct tensile test results, it provides a convenient means of qualitative comparison.

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Cross Permeability Test Apparatus

Permeability of a geotextile must be substantially greater than that of the protected soil, so that water can pass freely from the soil through the fabric without build up of hydrostatic pressure. A high value of the permeability of the geotextile also infers that partial clogging will not reduce the permeability. Both Constant and Falling Head permeameters are generally used for measuring normal permeability. Permeability is defined as the volumetric rate of flow of water per unit cross sectional area under unit hydraulic head across the plain of the geotextile. ASTM D 4491 - 85 specifies permeability test using Constant Head and Falling Head Permeameters. The constant head test is carried out using a head of 50 mm of water
Optional
Overhead Tank
Loading unit, 300-kPa capacity

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Dry Sieve Test Apparatus

The test involves sieving rounded particle sizes for which 5% or less by weight pass through the geotextile. The Apparent Opening Size (AOS) is defined as 'Retained On' size of that fraction expressed as a standard sieve number (size). The test is widely used for relative comparison amongst the geotextiles. Thus AOS is a means of correlating geotextile pore structure to an equivalent screen mesh size. The apparatus consist of a 20 cm dia brass frame with clamp, a receiver and a lid
Sieve Shaker and glass beads to be ordered separately.
SGE-1004
Rounded Beadsmade of glass, size 0.85 mm (passing 1 mm and retained at 0.85 mm)
SGE-1005
Rounded Beadsmade of glass, size 0.425 mm (passing 0.85 mm and retained at 0.425 mm)
SGE-1006
Rounded Beadsmade of glass, size 0.25 mm (passing 0.425 mm and retained at 0.25 mm)
SGE-1007
Rounded Beadsmade of glass, size 0.18 mm (passing 0.25 mm and retained at 0.18 mm)
SGE-1008
Rounded Beadsmade of glass, size 0.15 mm (passing 0.18 mm and retained at 0.15 mm)
SGE-1009
Rounded Beadsmade of glass, size 0.075 mm (passing 0.15 mm and retained at 0.075 mm)
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In-Plane Permeability Test Apparatus

This test is necessary for drainage application. The permeameters can be of parallel flow or radial flow type. In either case, flow occurs along the plane of the permeameters. In the apparatus, flow occurs radially outwards, from a central hole to the periphery of a circular specimen. The transmissivity is defined as the volumetric rate of flow per unit width of geotextile and unit hydraulic head.
SpecificationsFlow: Radially outwardsSpecimen diameter: 100 mmRange of Pressure: Upto 800 kPaHead of Water: Upto 30 cm
Optional
Overhead Tank
Loading unit, 300 kPa capacity
SGE-1012
Thickness GaugeThickness is one of the basic physical properties used to control the quality of many geotextiles and geosynthetic. This equipment is simple to operate and thickness of the geosynthetic / reinforcing material can be measured with an accuracy of 0.002 mm for thickness upto 10 mm. Accuracy is 0.01 mm for thickness greater than 10 mm. Simple mechanism is provided to apply desired foot pressure varying from 1 to 10 kPa as per various international standards. Surface plate is grounded and is rust free to enable reproducible results.
SGE-1013
Universal Testing System for GeotextilesThe evaluation of the tensile properties of geotextiles is of paramount importance not only in reinforcement application but also in all other uses. Important properties include stress-strain behaviour, ultimate strength in uniaxial tension (under different widths), creep, etc. Recent researches have made it clear that the measured stress-strain behaviour of geotextiles is significantly influenced by details of testing procedures like method of gripping the fabric, rate of deformation, sample size / aspect ratio, initial preload and fabric conditioning. Universal Testing System for Geotextiles enables determination of these properties under a variety of test conditions. The 100 kN capacity systems have speed ranges from 5 to 320 mm/min. The following attachments are available for this system at extra cost.
SGE-1014
Universal Testing System for Geotextile with Digital Indicater
SGE-1013001
Narrow and Wide Width Tensile StrengthTwo clamping systems 8 cm wide and 22.5 cm wide are mechanical wedge type and facilitate conducting Narrow Strip and Wide Width Tensile Strength tests as per many international specifications, viz Indian, British, ASTM etc. These grips allow simple and rapid sample loading. Roller type grips required in high strength geotextile testing can be supplied as optional extra.
SGE-1013002
Grab Tensile Strength TestThis test measures the ability of the geotextile to distribute concentrated loads. Specially devised clamps (25 mm wide) with a gauge length of 100 mm are placed across 200 mm square samples or 200 mm x100 mm samples. The sample is then subjected to tension at a specified rate until failure occurs. It is widely used by manufacturers as a quality control tool and as such is the most commonly reported tensile strength value. It can also be used for relative comparisons between geotextiles of the same type.
SGE-1013003
Trapezoidal Tear Resistance TestGeotextiles can be cut or punctured during field installation, which can create a possible condition by which strength is controlled by a tearing resistance. In the method suggested by ASTM-D4632, an outline of an isosceles trapezoid is marked on a rectangular specimen (150 mm x 75 mm) cut for the determination of tearing strength, (with a 6 to 9 mm cut) and the non-parallel sides of the trapezoid marked on the specimen are clamped in parallel jaws of the Tensile Testing System. Thereby, the separation of the jaws is continuously increased with simultaneous recording of the load, so the tear propagates across the specimen. The tearing strength is the value for estimating the relative tear resistance of different geotextiles or different directions of the same fabric
SGE-1013004
CBR Push Through TestIn this test developed in West Germany (DIN-54307 E), fabric is clamped to give an inner diameter of 15 cm and a standard CBR plunger is pushed centrally through a fabric at a specified rate. The load at failure is the push through load and when divided by the cross-sectional area of the plunger, gives CBR push through resistance. This gives the resistance of fabric to withstand localised pressure, which is particularly noticed in pavement systems.
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Hydrodynamic Sieve Test Apparatus

The percentage passing of different fractions determines the porometry of the geotextile investigated. In the Hydrodynamic Sieving Method, the geotextile specimen, loaded with a certain quantity of glass bead fraction, is continuously rotated in a water trough, forcing the glass beads to pass through the geotextile openings. The apparatus consists of two test drums of 14 cm dia and 7 cm effective length with 16 nos. of 4 mm dia rods provided circumferentially at equal spacing to hold the geotextile specimen in position. Two troughs to contain the test drums are supported on horizontal axis, facilitating free rotation and capable of being filled with distilled water to a level of 20 mm below the drum axis. The clearance between the trough and the geotextile could be maintained at about 40 mm. The apparatus is provided with a motor drive and gear assembly to enable rotation of the drums at a speed of 5 rpm to 30 rpm. For conducting the test, the Geotextile specimen is cut and stitched to get a shape of 14 cm dia and 10 cm length to insert over the drum tightly, after immersing the specimen in distilled water for one hour, and secured by rubber 'O' rings. After placing 50 g of smallest size glass beads inside the drum, the lid is secured and the drum with the geotextile placed in distilled water to the desired level and rotated at 20 rpm for 1, 500 cycles. In order to get the optimum filtration opening size, the drum is rotated at a speed of 5 rpm to 30 rpm for 250 to 2, 500 revolutions. The percentage of beads passed through the geotextile by dry weight is determined. The test is repeated with increasing size of glass beads till 5% or less of the beads by weight pass through the geotextile.
Rounded Beadsmade of glass, size 0.85 mm (passing 1 mm and retained at 0.85 mm)
Rounded Beadsmade of glass, size 0.425 mm (passing 0.85 mm and retained at 0.425 mm)
Rounded Beadsmade of glass, size 0.25 mm (passing 0.425 mm and retained at 0.25 mm)
Rounded Beadsmade of glass, size 0.18 mm (passing 0.25 mm and retained at 0.18 mm)
Rounded Beadsmade of glass, size 0.15 mm (passing 0.18 mm and retained at 0.15 mm)
Rounded Beadsmade of glass, size 0.075 mm (passing 0.15 mm and retained at 0.075 mm)
SGE-1018
Interface Friction Test Apparatus for Geotextile
NoteDirect shear apparatus not a part of this instrument

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Compaction Test Apparatus, Manual

Soil compaction is a fundamental requirement for the construction of earth fill for dams, reservoirs, canal embankments, highways, railways and runways. The relationship between soil moisture content and compacted dry density is very useful for deciding construction specifications and quality control of compacted earth fill. While designing an earth or earth retaining structure, the strength and deformation behaviour of soil is evaluated by testing soil specimen compacted to the density as would be achieved during construction. The construction quality control is essentially to check the density of compacted soil achieved in the field, thereby checking its strength.
IS:2720 (Part 7)-1987, IS:2720 (Part 8)-1990, IS:9198- 1979, IS:10074-1982, BS:1377

Various Models Of Manual Compaction Test Apparatus Are Given In Table :

Model Rammer Remarks  
SSO -1001 Compaction Test Apparatus 2 .8 6 k g x 300m m fall for light compaction test as per IS 2720 part VII
SSO -1002 Compaction Test Apparatus 4 .8 9 k g x 450m m fall for hight compaction test as per IS 2720 part VIII
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Laboratory Instruments

We are offers a wide range of Laboratory Instruments includes laboratory oven, laboratory electric oven and more.
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Electronic Testing Instruments

Our range of Electronic Testing Instruments includes conductivity meter digital, multi channel soil thermometer portable digital, water soil testing kit digital, d.o. meter digital, t.d.s. meter digital and more.
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Coal Testing Instruments

We are offering a wide range of Coal Testing Instruments based in India.laboratory oven, b.o.d. incubator, sieve shaker, high temperature furnace, ball mill etc.
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