Diameter: 200, 300, 400mm
Specifications: φ200*50, φ300*60, φ400*65.
Measuring range: 0.074mm-60mm (0.075mm-1.18mm is 304 stainless steel screen, 2.36mm and above is punching plate)
Screen frame: double-layer chrome-plated punch frame
Bottom mesh: 304 stainless steel mesh (0.074mm--1.0mm)
Application: Analysis of soil with particle size greater than 0.074mm
Warranty: 12 months Certification: CE, ISO
Delivery time: 10-30 days
Payment terms: T/T, L/C, Western Union, Paypal
Soil shaker is suitable for analyzing soil with particle size larger than 0.074mm, and can separate soils of different fineness. Prepared sieving equipment.
Common aperture: 0.075mm, 0.25mm, 0.5mm, 1mm, 2mm, 2.5mm, 3mm, 4mm, 5mm, 6mm, 7mm, 8mm, 9mm, 10mm, 12mm, 13mm, 20mm, 40mm, 60mm, please contact us for other specifications . (0.075mm-1mm is stainless steel screen, 2mm above is galvanized punching plate).
Soil shaker specifications: φ200*50, φ300*60, φ400*65.
Soil shaker aperture: 0.074mm, 0.25mm, 0.5mm, 1mm, 2mm, 5mm, 10mm, 20mm, 40mm, 60mm.
Note: 1mm can sieve dust powder in soil, 3mm can sieve 1-3mm soil particles, 6mm can sieve 6mm medium soil particles.
Specification | Aperture (mm) |
Specification | Aperture (mm) |
Square hole copper mesh | 0.074 | Iron plate round hole | 5 |
0.25 | 10 | ||
0.5 | 20 | ||
1 | 40 | ||
Iron plate round hole | 2 | 60 | |
Non-porous sieve | bottom cover |
Number | Name | Unit | Parameter |
1 | sieve frame | layer | 1~5 |
2 | Screen frame diameter | mm | φ200, φ100, φ75 |
3 | Sieve particle size | mm | 0.025~3 |
4 | noise | dB | less than 50 |
5 | amplitude | mm | 0~3 |
6 | vibration frequency | times/min | 1400 |
7 | Dimensions | length width height | 350: 350: 300+N*50 |
8 | power supply | V; HZ | 220;50 |
9 | Total Weight | kg | 36 |
No. | Type | Mesh (mm) |
No. | Type | Mesh (mm) |
1 | 8# | 2.36 | 15 | 70# | 0.212 |
2 | 10# | 2 | 16 | 80# | 0.18 |
3 | 12# | 1.7 | 17 | 100# | 0.15 |
4 | 14# | 1.4 | 18 | 120# | 0.125 |
5 | 16# | 1.18 | 19 | 140# | 0.106 |
6 | 18# | 1 | 20 | 170# | 0.09 |
7 | 20# | 0.85 | 21 | 200# | 0.075 |
8 | 25# | 0.71 | 22 | 22 | 0.063 |
9 | 30# | 0.6 | 23 | 270# | 0.053 |
10 | 35# | 0.5 | 24 | 325# | 325# |
11 | 40# | 40# | 25 | 400# | 0.038 |
12 | 45# | 0.355 | 26 | 500# | 0.028 |
13 | 50# | 0.3 | 27 | >500# | <0.028 |
Soil shaker can separate the soil according to the thickness, suitable for soil nitrogen content determination, soil potassium content determination, soil carbonate determination soil sieving in various experiments, and can be applied to the classification, sieving and analysis of samples in various laboratories , detection, etc.
1. Coarse sieves commonly used in geotechnical tests are generally round holes with apertures of 100, 80, 60, 40, 20, 10, 5, 2mm; fine sieves are generally square holes with equivalent apertures of 2.0, 1.0, 0.5, 0.25 , 0.10, 0.075mm. There are some differences in the pore size classification of analytical sieves used in different countries and different departments.
2. Analytical balance, analytical balance needs two types according to the weighing range and accuracy: (1) weighing 10kg, with a sense of 1g, (2) weighing 1000g, with a sense of 0.1g.
3. Shaker, the specification stipulates that the shaker can shake in the horizontal direction and slap in the vertical direction. The shaking frequency is 100~200 times/min, and the slapping frequency is 50~70 times/min.
Soil particle size (mm) |
<2mm | <10mm | <20mm | <40mm | >40mm |
Sampling mass (g) |
100-300g | 300-900g | 1000-2000g | 2000-4000g | >4000g |
1. From the air-dried loose soil samples, the soil was taken by quartering.
2. Pass the sample through a 2mm sieve, and weigh the soil mass above and below the sieve, respectively. Take the soil above the 2mm sieve and pour it into the upper sieve of the stacked coarse sieve, and pour the soil under the 2mm sieve into the upper sieve of the fine sieve stacked in sequence (the analysis sieves are stacked from top to bottom, from large to small) . Use a sieve shaker to fully sieve and analyze until the diameter of the soil particles on each sieve is larger than the sieve aperture, generally shake the sieve for 15~30min;
3. Starting from the large aperture sieve, remove each sieve in sequence, and weigh the soil left on each sieve separately, accurate to 0.1g. The difference between the sum of the soil mass on each sieve and the total soil mass shall not be greater than 1% of the total soil mass;
4. Calculate the particle group content and cumulative content, draw a gradation curve, obtain each characteristic particle size, analyze the gradation of the soil, and name it according to the specification.