Underwater Soil Sampling Device with Vibratory Drive and Nested Holder
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Solution Overview
Problem
Existing devices for taking soil samples from underwater bottoms are limited in penetration depth, often damage the sample, and struggle with hard or mixed-layered seabeds, making it difficult to obtain undisturbed samples representative of the soil properties.
Innovation Solution
A device with a large transverse dimension soil sample holder and a drive capable of producing significant force, using hydraulic vibratory or sonic drilling to penetrate and collect undisturbed soil samples from varying seabed conditions, including hard and soft layers, up to depths of 20 meters.
Engineering Contradictions & Design Principles
Engineering Contradiction Analysis
1Length of moving object
If known sampling devices are used, then sampling operation is simple, but penetration depth is limited to 5-6 metres and cannot penetrate hard bottoms
Solution Approach 1:
The patent employs a vibratory drive mechanism that generates high-frequency vibrations (5-100 Hz) to facilitate penetration of the drill casing into various bottom types including hard clay, gravel, and rock. The vibration reduces soil resistance and enables deeper penetration beyond the 5-6 meter limit of conventional devices.
Solution Approach 2:
The patent replaces simple mechanical pushing with a more advanced drive system combining vibratory forces and hydraulic power. This substitution enables the device to overcome the resistance of hard and mixed-layered seabeds that cannot be penetrated by conventional mechanical sampling devices.
2Reliability
If conventional sampling devices are used, then device structure is simple, but soil samples are damaged during sampling
Solution Approach 1:
The patent uses a flexible membrane closing the lower end of the drill casing, which allows undisturbed soil entry during penetration. The membrane flexes to accommodate soil pressure while maintaining sample integrity, preventing the adverse effects of rigid closures that damage samples in soft clay and chalk bottoms.
Solution Approach 2:
The device is divided into functional segments: the drill casing for penetration, the soil sample holder with membrane for undisturbed sampling, and the drive mechanism. This segmentation allows each component to perform its specific function optimally while maintaining overall sample integrity.
3Manufacturing precision
If larger sample holder is used, then undisturbed sub-sampling is enabled, but device size and complexity increase
Solution Approach 1:
The soil sample holder is nested within the drill casing, with the membrane closing the lower end of the casing. This nested arrangement allows the sample holder to utilize the full internal volume of the drill casing while maintaining a compact overall device structure that does not excessively increase device dimensions.
Applied Scientific Principles
This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.
Function Achieved in This Case
Enables the collection of undisturbed soil samples with properties substantially unaffected by the sampling process, suitable for diverse seabed types and depths, facilitating accurate analysis and broader application in dredging, mining, and land reclamation.
Implementation Method 1
a hydraulic vibratory block configured to generate waves having a frequency within the range of 5 to 100 Hz
Implementation Method 2
a sonic drilling device configured to generate waves having a frequency amounting to at least 100 Hz
Data Source
Figure 1
Figure 2A~2E
Figure 3A~4B
AI summary
Described is a device and method for taking a soil sample from an underwater bottom. The device comprises an elongate hollow drill casing and a soil sample holder received in the drill casing and having an internal cavity connecting to an inlet opening provided on an underside of the drill casing. A transverse dimension of the internal cavity of the soil sample holder amounts to at least 200 mm. An underside of the drill casing is driven into the underwater bottom with a drive, whereby the internal cavity of the soil sample holder fills with soil material via the inlet opening. A support frame placed on the underwater bottom positions the drill casing relative to the underwater bottom. The device allows soil samples with a relatively large transverse dimension to be taken, whereby an undisturbed measurement sample of smaller transverse dimension can be taken therefrom. In order to enable driving of the drill casing into the underwater bottom a drive is applied which can produce a driving-in force of at least 500 kN.