Plate Bearing Test Apparatus:
This is for assessing the Bearing limit of shallow establishments in situ and for the plan of adaptable asphalt. In the test method a steel Plate is subjected to step by step expanding burden and settlements of the plates recorded. Greatest bearing limit is noted as that heap at which the plate begins sinking quickly.
The Plate Bearing Test (or Plate Loading Test) is an insitu stack bearing trial of soil utilized for deciding a definitive bearing limit of the ground and the reasonable settlement under a given load.
While site examinations for most tasks consider ground conditions at profundity, the quality and changeability of the close surface ground is basic for the plan and activity of working stages. The Plate Bearing Test is commonly utilized as a part of the outline of impermanent working structures, for example, working stages for heaping apparatuses or cushions for crane outriggers.
Specifications of Plate Bearing Test Apparatus:
The essential outfit comprises of
1.50 ton water powered jack with particular pumping unit settled to it a 0-500 KN. X 0. 5 KN
2.Pressure measure and adaptable metal pipe 5mtr. long - 1 no.
3.Special ball and attachment course of action between the jack and the bearing plate - 1 no.
4.Extension pole 12MM. dia x 25cm yearn for taking dial measure readings - 16 nos.
5.Magnetic construct with female string in light of best to hold augmentation pole - 4 nos.
6.Top end plate, 50mm, dia with male string for fitting onto the expansion poles and situating the dial check plunger - 4 nos.
7.Column 15cm dia x 25cm long with spines finish with four screws and nuts - 2 nos.
8.Column 15cm x 50cm long with ribs finish with four screws and nuts - 1 nos.
9.Bridge help of welded steel edge development, 5 mtr. traverse and stands around 30cm, high, fitted with two fast discharge cinches in the wake of situating and holding the dial section - 2 nos.
10.Plane M.S. Plate 60 cms x 60cms sq. X 25mm thick.
11.Plane M. S. plate 45cms x 45cm. Sq. X 25mm thick.
12.Plane M. S. Plate 30cms x 30cm. Sq. X 25mm thick.
13.Dial Gauge 0.01mm x 25MM - 4 nos.
Remarkable Features Accessories :
1.Plane M.S. Plate 75cm x 25mm thick.
2.Plane M.S.Plate 50cm x 25mm thick.
3.Grooved M.S. Plate 60cm. x 60 cm. x 25mm thick.
4.Grooved M.S. Plate 45cm x 45cm x 25mm thick.
5.Grooved M.S. Plate 30 cm x 30cm x 25mm thick.
6.Grooved M.S. Plate 75cm x 75cm x 25mm thick.
Note: 1. At the point when plates of size more than 30 cm.sq. are utilized, with a specific end goal to anticipate redirections of the edge, a progression of littler plates are encouraged to be put concentrically on the base plate.
2. Adaptable elastic pipe 1 mtr. length can be provided for the pressure driven jack in the place of metal pipe at additional cost. For site testing load trusses to meet the response of stacking are accessible in various limits as under.
This is for assessing the Bearing limit of shallow establishments in situ and for the plan of adaptable asphalt. In the test method a steel Plate is subjected to step by step expanding burden and settlements of the plates recorded. Greatest bearing limit is noted as that heap at which the plate begins sinking quickly.
The Plate Bearing Test (or Plate Loading Test) is an insitu stack bearing trial of soil utilized for deciding a definitive bearing limit of the ground and the reasonable settlement under a given load.
While site examinations for most tasks consider ground conditions at profundity, the quality and changeability of the close surface ground is basic for the plan and activity of working stages. The Plate Bearing Test is commonly utilized as a part of the outline of impermanent working structures, for example, working stages for heaping apparatuses or cushions for crane outriggers.
Specifications of Plate Bearing Test Apparatus:
The essential outfit comprises of
1.50 ton water powered jack with particular pumping unit settled to it a 0-500 KN. X 0. 5 KN
2.Pressure measure and adaptable metal pipe 5mtr. long - 1 no.
3.Special ball and attachment course of action between the jack and the bearing plate - 1 no.
4.Extension pole 12MM. dia x 25cm yearn for taking dial measure readings - 16 nos.
5.Magnetic construct with female string in light of best to hold augmentation pole - 4 nos.
6.Top end plate, 50mm, dia with male string for fitting onto the expansion poles and situating the dial check plunger - 4 nos.
7.Column 15cm dia x 25cm long with spines finish with four screws and nuts - 2 nos.
8.Column 15cm x 50cm long with ribs finish with four screws and nuts - 1 nos.
9.Bridge help of welded steel edge development, 5 mtr. traverse and stands around 30cm, high, fitted with two fast discharge cinches in the wake of situating and holding the dial section - 2 nos.
10.Plane M.S. Plate 60 cms x 60cms sq. X 25mm thick.
11.Plane M. S. plate 45cms x 45cm. Sq. X 25mm thick.
12.Plane M. S. Plate 30cms x 30cm. Sq. X 25mm thick.
13.Dial Gauge 0.01mm x 25MM - 4 nos.
Remarkable Features Accessories :
1.Plane M.S. Plate 75cm x 25mm thick.
2.Plane M.S.Plate 50cm x 25mm thick.
3.Grooved M.S. Plate 60cm. x 60 cm. x 25mm thick.
4.Grooved M.S. Plate 45cm x 45cm x 25mm thick.
5.Grooved M.S. Plate 30 cm x 30cm x 25mm thick.
6.Grooved M.S. Plate 75cm x 75cm x 25mm thick.
Note: 1. At the point when plates of size more than 30 cm.sq. are utilized, with a specific end goal to anticipate redirections of the edge, a progression of littler plates are encouraged to be put concentrically on the base plate.
2. Adaptable elastic pipe 1 mtr. length can be provided for the pressure driven jack in the place of metal pipe at additional cost. For site testing load trusses to meet the response of stacking are accessible in various limits as under.
