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Jinghai District, Tianjin City
Metes Testing Instrument Co., Ltd
Jinghai District, Tianjin City
Model: YSD-10 Integrated Machine for Rock Mass Direct Shear and Steel Pressure Plate
Overview: Meets the SL264-2020 standard and is suitable for on-site direct shear tests (in-situ rock, soil large-scale direct shear, in-situ slope large-scale shear, etc.), rigid pressure plate method rock deformation tests, and force, displacement, or deformation parameter tests. The on-site direct shear tester for rock mass is mainly used for shear testing of soil in the field. Usually, different normal (vertical) loads are applied to at least 3 rock mass samples in each group. After the normal load is stable, horizontal (tangential) shear forces are applied to cause the rock mass samples to fail on a determined shear plane. The shear stress of the sample failure is recorded. The on-site shear test can be conducted in test pits, test trenches, and test holes. This test adopts the stress controlled push method.
1、 Main technical parameters
1. Normal maximum pressure: 500KN
Maximum pressure of pressure plate: 500KN
2. Maximum stroke of normal piston: 50mm
3、 横最大剪切力: 500KN
4、 横向活塞工作行程: 50mm
5. Test piece size: straight cut 500 * 500 * 350mm (length * width) and pressure plate ⌀ 505mm
6. Maximum normal space: adjustable on site
7. Maximum horizontal space: on-site mediation
8. Manual loading, industrial touch screen fully automatic acquisition and display, with accuracy better than level 1.
9. Displacement measurement: 0-50mm (measurement accuracy: 0.01mm) Measurement resolution: 0.01mm
2、 Main configuration components:
1. 2 manual hydraulic pumps
2. 4 hydraulic pipelines
3. 2 pressure sensors
4. 1 piece of rigid pressure plate (⌀ 505mm * 70)
5. 1 meter normal pressure transmission column
6. 1 set of measuring bracket
7. 1 set of roller row
8. Cutting box 500 * 500 * 320 1 set
9. 1 set of normal reaction force device
10. 1 set of tangential reaction mechanism
11. 8 50mm displacement gauges (0.01mm)
12. Two bidirectional hydraulic cylinders (hydraulic jacks)
13. The tangential space needs to be determined by the customer based on the on-site environment.
3、 Sample preparation and installation
The thrust direction of the flat push method should be consistent with the engineering shear direction
The shear surface of the specimen should be processed into a rectangle, with a side length not less than 50cm and a height not less than 2/3 of the minimum side length.
The spacing between the three specimens should be greater than 1.5 times the minimum side length, and the surrounding rock surface should be chiseled and leveled.
Four pairs of rock masses with developed cracks and easy to be crushed require the pouring of reinforced concrete protective sleeves or steel molds. The protective cover should have sufficient strength and rigidity. A 2cm shear joint should be reserved between the bottom of the protective cover and the bedrock
When there is a special need, a protective layer should be reserved, protective measures should be taken, and a certain normal stress should be applied before sample preparation to avoid disturbing the rock mass due to stress release.
The top surface of the specimen or protective cover should be parallel to the predetermined shear plane
Installation of normal pressure system
Lay a layer of cement mortar on top of the specimen, and place a steel pad parallel to the predetermined shear plane.
Place the roller row, pad, jack, pad, and transmission column on the pad in sequence
Pour concrete or mortar between the top pad and the rock surface, or install a reaction device.
All components of the entire normal load system should be kept on the same axis in the loading direction and perpendicular to the predetermined shear plane.
The normal load system should have sufficient strength and stiffness. When the shear plane is inclined or the load system exceeds a certain height, the normal load system should be supported.
After installation, start the jack and apply contact pressure to make the entire normal load system tightly in contact. The jack piston should reserve sufficient travel.
When it is not possible to use the roof of the cave as a reaction support in an open-air area, ground anchors or compression methods can be used as reaction devices.
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After sales service of Tianjin Metes Testing Machine Factory:
1. Logistics delivery
After the product is ordered, we will arrange to ship it for you as soon as possible. The logistics companies we cooperate with include: Aneng, Debon, Zhongtong, and Best (if you have any logistics companies that we can provide)
2. Warranty period
1. The warranty period for all products sold by our factory is one year (excluding malfunctions or damages caused by human factors or uncontrollable natural phenomena).
2. Users can consult technical issues through after-sales telephone and obtain clear solutions.
3. When users experience performance failures during normal use, our company promises the above warranty services. In addition, if there are clear provisions in the applicable laws and regulations of the country, our company will comply with the relevant laws and regulations.
4. During the warranty period, paid maintenance services will be provided for the following situations:;
(1) Damage caused by human or uncontrollable natural phenomena;
(2) Malfunctions or damages caused by improper operation;
(3) Malfunctions or damages that occur due to modifications, disassembly, or assembly of the product;
(4) Failure to return the 'After sales Service Commitment Letter' on this page within one month.
3. Return and exchange policy
We will provide you with complete after-sales service. Due to the high cost of instrument and equipment research and development, if the product itself has no quality problems, we do not accept returns or exchanges. If you have any other problems, please communicate and negotiate with your sales personnel in a timely manner, and we will try our best to solve them for you.
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