CN2919231Y - Device for measuring strength and deformation properties of deep-sea surface sediments - Google Patents
Device for measuring strength and deformation properties of deep-sea surface sediments Download PDFInfo
- Publication number
- CN2919231Y CN2919231Y CN 200620087275 CN200620087275U CN2919231Y CN 2919231 Y CN2919231 Y CN 2919231Y CN 200620087275 CN200620087275 CN 200620087275 CN 200620087275 U CN200620087275 U CN 200620087275U CN 2919231 Y CN2919231 Y CN 2919231Y
- Authority
- CN
- China
- Prior art keywords
- parameters
- deep
- resistance
- sea surface
- strength
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000013049 sediment Substances 0.000 title claims abstract description 13
- 239000002689 soil Substances 0.000 claims abstract description 18
- 238000000034 method Methods 0.000 claims abstract description 12
- 238000012545 processing Methods 0.000 claims abstract description 9
- 230000003068 static effect Effects 0.000 claims abstract description 6
- 238000005259 measurement Methods 0.000 claims description 5
- 241000237536 Mytilus edulis Species 0.000 claims 2
- 208000028804 PERCHING syndrome Diseases 0.000 claims 2
- 239000013505 freshwater Substances 0.000 claims 2
- 235000020638 mussel Nutrition 0.000 claims 2
- 239000002344 surface layer Substances 0.000 claims 1
- 238000005070 sampling Methods 0.000 abstract description 12
- 238000001514 detection method Methods 0.000 abstract description 5
- 238000011065 in-situ storage Methods 0.000 abstract description 5
- 230000035515 penetration Effects 0.000 abstract description 5
- 238000004458 analytical method Methods 0.000 abstract description 2
- 238000004364 calculation method Methods 0.000 abstract description 2
- 238000012360 testing method Methods 0.000 abstract description 2
- 238000005553 drilling Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
Images
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
本实用新型涉及深海表层沉积物的强度和变形性质测量装置。包括有挖斗臂与其上的铲刀在内的蚌式挖泥斗主体，其特征在于它还包括在挖斗臂的铲刀上固定有至少一只阻力传感器。首先测量出深海表层沉积物的土体阻力参数，以便于利用获取的阻力参数和已有的分析计算处理方法得到沉积物的强度和变形性质参数，即在海底取样过程中，挖泥斗的铲刀闭合速度保持2cm/s的匀速取样，用现有的静力触探数据处理系统即可对采集的阻力数据并进行分析，得出沉积物的强度、压缩性、密实度、稠度状态和承载力等参数。显然本实用新型结构简单，操作方便，实现了利用获取的阻力参数原位间接探测出深海表层沉积物的力学性质参数。
The utility model relates to a device for measuring the strength and deformation properties of deep sea surface deposits. The main body of the clam-type dredger including the bucket arm and the blade on it is characterized in that it also includes at least one resistance sensor fixed on the blade of the bucket arm. Firstly, the soil resistance parameters of the deep-sea surface sediments are measured, so that the strength and deformation parameters of the sediments can be obtained by using the obtained resistance parameters and existing analysis and calculation methods, that is, during the seabed sampling process, the shovel of the dredger bucket The knife closing speed is kept at a constant speed of 2cm/s, and the collected resistance data can be analyzed with the existing static penetration testing data processing system to obtain the strength, compressibility, compactness, consistency state and bearing capacity of the sediment. parameters such as force. Apparently, the utility model is simple in structure and easy to operate, and realizes in-situ indirect detection of mechanical property parameters of deep-sea surface sediments by using acquired resistance parameters.
Description
技术领域technical field
本实用新型涉及深海表层沉积物的强度和变形性质测量装置。The utility model relates to a device for measuring the strength and deformation properties of deep sea surface deposits.
背景技术Background technique
随着深海能源的开发利用，对于海底土体工程性质探测技术要求越来越高。目前国际上常用的有深海钻探、海底静力触探、表层挖泥斗取样、重力取样管取样和工程物探等方法和相应设备。深海钻探在国内基本上还是空白，深海海底静力触探已从国外引进，但这两种方法操作复杂、设备昂贵。又由于工程物探只能定性的分析海底土体的性质，而挖泥斗取上来的是扰动样，多用来分析土的类型，重力取样管可以将样品取回实验室进行物理力学性质测试，但经过取样和搬运过程的扰动，已使样品“失真”，不能准确反映原位土体的物理力学性质。因此在实际勘查中大多用的是挖泥斗取样，再结合工程物探的方法对深海土体物理力学性质进行定性分析，显然实际测量仍然不便。又，目前的研究成果已能方便地利用土体的阻力参数，分析计算出表层沉积物的强度、压缩性以及密实度、稠度状态和承载力等参数或指标，显然方便地测量出原位的土体的阻力参数，是十分必要的。With the development and utilization of deep sea energy, the requirements for detection technology of seabed soil engineering properties are getting higher and higher. At present, there are methods and corresponding equipment commonly used in the world such as deep-sea drilling, seabed static penetration, surface dredge bucket sampling, gravity sampling tube sampling and engineering geophysical prospecting. Deep-sea drilling is basically still blank in China, and deep-sea submarine static penetration has been introduced from abroad, but these two methods are complicated to operate and expensive in equipment. And because engineering geophysical prospecting can only qualitatively analyze the properties of the seabed soil, and the disturbed samples taken from the dredger are mostly used to analyze the type of soil. The gravity sampling tube can take the samples back to the laboratory for physical and mechanical properties testing, but After the disturbance in the sampling and handling process, the sample has been "distorted" and cannot accurately reflect the physical and mechanical properties of the in-situ soil. Therefore, dredger bucket sampling is mostly used in actual exploration, combined with engineering geophysical prospecting methods to qualitatively analyze the physical and mechanical properties of deep-sea soil. Obviously, actual measurement is still inconvenient. In addition, the current research results have been able to conveniently use the resistance parameters of the soil to analyze and calculate the parameters or indicators such as the strength, compressibility, compactness, consistency state and bearing capacity of the surface sediments. The resistance parameter of the soil is very necessary.
发明内容Contents of the invention
本实用新型的目的在于克服已有技术的不足，提供一种能简便获取深海表层沉积物的强度和变形性质的装置，即探测深海表层沉积物的强度和变形性质的测量装置。The purpose of the utility model is to overcome the deficiencies of the prior art and provide a device that can easily obtain the strength and deformation properties of deep-sea surface sediments, that is, a measuring device for detecting the strength and deformation properties of deep-sea surface sediments.
本实用新型充分利用现有的挖泥斗取样设备，只要在已有的蚌式挖泥斗的铲刀上固定安装一个阻力传感器，并且在取样过程中同时测量出土体的阻力参数，以便于利用获取的阻力参数数据和已有的分析计算处理方法，便可计算分析出表层沉积物的强度、压缩性、密实度、稠度状态和承载力等参数。The utility model makes full use of the existing dredger bucket sampling equipment, as long as a resistance sensor is fixedly installed on the shovel of the existing clam-type dredger bucket, and the resistance parameters of the soil body are measured simultaneously during the sampling process, so as to facilitate utilization The obtained resistance parameter data and the existing analysis and calculation processing methods can calculate and analyze the parameters such as the strength, compressibility, compactness, consistency state and bearing capacity of the surface sediment.
因此本实用新型的基本技术方案是在蚌式挖泥斗的铲刀上固定安装一个阻力传感器，即一种深海表层沉积物的物理力学性质原位探测装置，包括有挖斗臂与其上的铲刀在内的蚌式挖泥斗主体，其特征是在于它还包括在挖斗臂的铲刀上固定安装一个测量土体的阻力参数的阻力传感器，并经电缆连接一个数据采集处理装置。具体地说是通过安装在蚌式挖泥斗铲刀上的阻力传感器并经电缆连接一个数据采集处理装置，实现了原位间接探测出沉积物强度，和表征变形性质的压缩性、密实度、稠度状态和承载力等参数。Therefore, the basic technical scheme of the utility model is to fix a resistance sensor on the shovel of the clam-type dredger, that is, a physical and mechanical property in-situ detection device of deep-sea surface deposits, including a bucket arm and a shovel on it. The main body of the clam-type dredger including the knife is characterized in that it also includes a resistance sensor for measuring the resistance parameters of the soil body fixedly installed on the blade of the bucket arm, and is connected to a data acquisition and processing device through a cable. Specifically, through the resistance sensor installed on the blade of the clam-type dredger bucket and connected to a data acquisition and processing device through a cable, the in-situ indirect detection of the sediment strength, and the compressibility, compactness, and Parameters such as consistency state and bearing capacity.
显然本实用新型结构简单，操作方便，便于利用获取的阻力参数，实现了原位间接探测出沉积物强度，和表征变形性质的压缩性、密实度、稠度状态和承载力等参数。Apparently, the utility model is simple in structure, easy to operate, easy to use the obtained resistance parameters, realizes in-situ indirect detection of sediment strength, and parameters such as compressibility, compactness, consistency state and bearing capacity that characterize deformation properties.
附图说明Description of drawings
图1.本实用新型的基本结构示意图。Fig. 1. The basic structural representation of the utility model.
图2.本实用新型的阻力传感器安装位置示意图。Fig. 2. Schematic diagram of the installation position of the resistance sensor of the present invention.
其中，1.蚌式挖泥斗主体 2.铲刀 3.挖斗臂 4.阻力传感器 5.电缆 6.数据采集处理装置。Among them, 1. Clamshell dredger
具体实施方式Detailed ways
如图1，本实用新型包括有挖斗臂3与其上的铲刀2在内的蚌式挖泥斗主体1，其特征在于它还包括在挖斗臂3的铲刀2上至少固定安装一个测量土体阻力参数的阻力传感器4，并经电缆5连接一个数据采集处理装置6。该阻力传感器4为静力触探传感器。As shown in Figure 1, the utility model includes a clam-type dredger
考虑到测量出的土体的阻力参数的精确性，铲刀2上可以固定安装至少一只阻力传感器。如图2是在铲刀2上固定3个阻力传感器4。Considering the accuracy of the measured resistance parameters of the soil, at least one resistance sensor can be fixedly installed on the
深海表层沉积物的土体阻力参数的测量方法，其特征是在于用蚌式挖泥斗主体(1)的铲刀(2)上设置的一个测量土体阻力参数的阻力传感器(4)，在海底取样过程中，铲刀(2)的闭合速度以2cm/s的匀速运动取样而测量获取的土体阻力参数，并经电缆(5)连接数据采集处理装置(6)贮存显示。The method for measuring the soil resistance parameter of deep-sea surface deposits is characterized in that a resistance sensor (4) for measuring the soil resistance parameter is set on the blade (2) of the clam type dredger bucket main body (1), During the seabed sampling process, the closing speed of the blade (2) is sampled at a uniform speed of 2 cm/s to measure the obtained soil resistance parameters, and the data acquisition and processing device (6) is connected to the data acquisition and processing device (6) through the cable (5) for storage and display.
本实用新型是在已有的蚌式挖泥斗主体1的铲刀2的其中一个铲刀或齿上安装有一个或多个阻力传感器4，铲刀2在海底按一定的闭合速度取样，通常在海底取样过程中，铲刀闭合速度保持2cm/s的匀速运动取样过程中同时测出土体的阻力，即可实现用现有的静力触探数据处理系统对采集的阻力数据进行分析，得出沉积物的强度、压缩性、密实度、稠度状态和承载力等参数。The utility model is that one or
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620087275 CN2919231Y (en) | 2006-07-21 | 2006-07-21 | Device for measuring strength and deformation properties of deep-sea surface sediments |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620087275 CN2919231Y (en) | 2006-07-21 | 2006-07-21 | Device for measuring strength and deformation properties of deep-sea surface sediments |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2919231Y true CN2919231Y (en) | 2007-07-04 |
Family
ID=38217051
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620087275 Expired - Fee Related CN2919231Y (en) | 2006-07-21 | 2006-07-21 | Device for measuring strength and deformation properties of deep-sea surface sediments |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2919231Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102323107A (en) * | 2011-08-25 | 2012-01-18 | 中国水产科学研究院东海水产研究所 | Hand-operated sediment collecting device |
| CN101126755B (en) * | 2007-09-29 | 2012-10-31 | 建设综合勘察研究设计院有限公司 | Multifunctional sounding device and its sounding test method |
| CN111780710A (en) * | 2020-07-21 | 2020-10-16 | 中国海洋大学 | A long-term observation device and method for seabed surface deformation and sliding |
| WO2021000345A1 (en) * | 2019-07-01 | 2021-01-07 | 大连理工大学 | Horizontal continuous measuring method for soil mass parameters of soft soil site |
-
2006
- 2006-07-21 CN CN 200620087275 patent/CN2919231Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101126755B (en) * | 2007-09-29 | 2012-10-31 | 建设综合勘察研究设计院有限公司 | Multifunctional sounding device and its sounding test method |
| CN102323107A (en) * | 2011-08-25 | 2012-01-18 | 中国水产科学研究院东海水产研究所 | Hand-operated sediment collecting device |
| WO2021000345A1 (en) * | 2019-07-01 | 2021-01-07 | 大连理工大学 | Horizontal continuous measuring method for soil mass parameters of soft soil site |
| US11332904B2 (en) | 2019-07-01 | 2022-05-17 | Dalian University Of Technology | Lateral and continuous measurement method for soil parameters in soft soil field |
| CN111780710A (en) * | 2020-07-21 | 2020-10-16 | 中国海洋大学 | A long-term observation device and method for seabed surface deformation and sliding |
| CN111780710B (en) * | 2020-07-21 | 2021-04-16 | 中国海洋大学 | Seabed surface layer deformation sliding long-term observation device and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1900682A (en) | Mechanical property in situ detector for deep sea surface layer deposit sediment | |
| CN103969402B (en) | Flux and sediment situ sampling device at the bottom of a kind of Multifunction fishing | |
| CN103033540B (en) | Real-time automatic monitoring method and real-time automatic monitoring system for underground light non-aqueous phase liquid pollutant dispersion | |
| CN106289585B (en) | A measuring method of a test device for viscoelastic strain measuring in-situ stress | |
| CN2919231Y (en) | Device for measuring strength and deformation properties of deep-sea surface sediments | |
| CN103061320B (en) | Method for determining soil permeability coefficient on basis of piezocone sounding | |
| CN204740153U (en) | An in-situ pore water harvesting column with water quality detection function | |
| CN102128735A (en) | Deep water sampling system | |
| CN110333182A (en) | A long-distance in-situ measurement method of structure-soil interface friction parameters in soft soil sites | |
| CN110397015A (en) | A method for processing seabed in-situ test data | |
| CN102288646A (en) | Automatic in-situ monitoring method and system for vertical distribution of concentration of sediment in seawater | |
| CN205785902U (en) | Multifunctional gravity formula marine sediment sampler | |
| CN112464580A (en) | Sediment transport flux dynamic analysis method based on three-dimensional time sequence in-situ observation device | |
| CN104406813A (en) | Polar region snow sample collection device | |
| CN109781588A (en) | A kind of water/sediment interface pollutant maximally diffuses flux situ sampling device, detection device and detection method | |
| CN212483063U (en) | Device for exploring and sampling seabed shallow gas | |
| NL2030427A (en) | Columnar sediment sampling system with in-situ data acquisition function | |
| CN102520134A (en) | Environmental probe capable of in-situ testing pH value of soil body | |
| CN108952692A (en) | Method and device for measuring oil saturation of rock samples | |
| CN204613151U (en) | A kind of compressed natural gas storage well the cannot-harm-detection device | |
| CN2919251Y (en) | Offshore bottom transport sediment flux and particle size composition measurement device | |
| CN111751259A (en) | Method and device for determining effective porosity of irregular rock sample | |
| CN108917853A (en) | A kind of thermohaline depth sensor and its control method | |
| KR101345800B1 (en) | Apparatus for measuring wave transmission velocity and method for measuring wave transmission velocity using thereof | |
| CN207894914U (en) | The device of in situ measurement sea-sediment interface position and mechanical characteristic |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |