Cutting ring soil-sample extruding machine for geotechnical tests
A technology of geotechnical testing and extruders, applied in the direction of sampling devices, etc., can solve the problems of low detection efficiency, long time-consuming soil samples for detection, and high labor intensity, so as to improve detection efficiency, benefit health, The effect of reducing labor intensity
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0029]Example 1 The geotechnical test for the ejection of soil samples taken by ring cutters with an inner diameter of 61.8 mm and a height of 40 mm. The ring cutter soil sample extruder uses compressed air with a pressure of 0.5 MPa. The maximum working stroke of the cylinder is 60 mm, and the holding time is 3 seconds, the maximum punching pressure is 5KN, and the outer diameter of the punching head is 50mm, which is 19.1% smaller than the inner diameter of the ring knife.
Embodiment 2
[0030] Example 2 The geotechnical test for ejecting soil samples from ring cutters with an inner diameter of 79.8 mm and a height of 40 mm. The ring cutter soil sample extruder uses compressed air at a pressure of 0.5 MPa, and the maximum working stroke of the cylinder is 60 mm. 3 seconds, the maximum punching pressure is 5KN, and the outer diameter of the punching head is 70 mm, which is 12.2% smaller than the inner diameter of the ring knife.
Embodiment 3
[0031] Example 3 The geotechnical test for ejecting soil samples from ring cutters with an inner diameter of 50.46 mm and a height of 50 mm. The ring cutter soil sample extruder uses compressed air at a pressure of 0.5 MPa, and the maximum working stroke of the cylinder is 60 mm. 4 seconds, the maximum punching pressure is 5KN, and the outer diameter of the punching head is 40.4mm, which is 20% smaller than the inner diameter of the ring cutter.
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 