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EQUIPMENT FOR SCHMIDT/REBOUND HAMMER TEST EQUIPMENT FOR SCHMIDT/REBOUND HAMMER TEST

EQUIPMENT FOR SCHMIDT/REBOUND HAMMER TEST - PowerPoint Presentation

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Uploaded On 2022-08-03

EQUIPMENT FOR SCHMIDT/REBOUND HAMMER TEST - PPT Presentation

The Schmidt rebound hammer is shown in Fig 1 The hammer weighs about 18 kg and is suitable for use both in a laboratory and in the field A schematic cutaway view of the rebound hammer is shown in Fig 2 The main components include the outer body the plunger the hammer mass and the main sprin ID: 933869

hammer rebound mass number rebound hammer number mass schmidt test fig concrete vertically tested intermediate position scale distance rider

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Slide1

EQUIPMENT FOR SCHMIDT/REBOUND HAMMER TEST

The Schmidt rebound hammer is shown in Fig. 1. The hammer weighs about 1.8 kg and is suitable for use both in a laboratory and in the field. A schematic cutaway view of the rebound hammer is shown in Fig. 2. The main components include the outer body, the plunger, the hammer mass, and the main spring. Other features include a latching mechanism that locks the hammer mass to the plunger rod and a sliding rider to measure the rebound of the hammer mass. The rebound distance is measured on an arbitrary scale marked from 10 to 100. The rebound distance is recorded as a “rebound number” corresponding to the position of the rider on the scale.

Slide2

FIG. 1. Schmidt rebound hammer.

Slide3

APPLICATIONS OF SCHMIDT REBOUND HAMMER TEST

The hammer can be used in the horizontal, vertically overhead or vertically downward positions as well as at any intermediate angle, provided the hammer is perpendicular to the surface under test. The position of the mass relative to the vertical, however, affects the rebound number due to the action of gravity on the mass in the hammer. Thus the rebound number of a floor would be expected to be smaller than that of a soffit and inclined and vertical surfaces would yield intermediate results. Although a high rebound number represents concrete with a higher compressive strength than concrete with a low rebound number, the test is only useful if a correlation can be developed between the rebound number and concrete made with the same coarse aggregate as that being tested. Too much reliance should not be placed on the calibration curve supplied with the hammer since the manufacturer develops this curve using standard cube specimens and the mix used could be very different from the one being tested.