CN106323137A - River sediment depth measuring device - Google Patents

River sediment depth measuring device Download PDF

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Publication number
CN106323137A
CN106323137A CN201610837031.1A CN201610837031A CN106323137A CN 106323137 A CN106323137 A CN 106323137A CN 201610837031 A CN201610837031 A CN 201610837031A CN 106323137 A CN106323137 A CN 106323137A
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measuring
measurement
head
measure
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CN106323137B (en
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张业明
王帅
魏绍亮
李智国
宋娜娜
陈永安
李珂
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Henan University of Technology
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Henan University of Technology
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B5/00Measuring arrangements characterised by the use of mechanical techniques
    • G01B5/18Measuring arrangements characterised by the use of mechanical techniques for measuring depth
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C13/00Surveying specially adapted to open water, e.g. sea, lake, river or canal
    • G01C13/008Surveying specially adapted to open water, e.g. sea, lake, river or canal measuring depth of open water

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  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • A Measuring Device Byusing Mechanical Method (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

本发明公开了一种河流泥沙深度测量装置,包括气动控制回路和支撑导向测量系统;其中,气动控制回路由气动马达(1)、手动换向阀(6)和压缩空气储存罐(7)组成;支撑导向测量系统由测量杆(2)、支撑导向架(3)、支撑导向座(4)和测量头(5)组成;测量杆(2)顶端与气动马达(1)的动力输出轴相连,测量杆(2)底端与测量头(5)相连。工作时将测量装置安装在测量船上,气动马达(1)通过传动螺纹使测量杆(2)、测量头(5)在旋转的同时向下钻进,当测量头(5)钻到河床时,通过手动换向阀来改变气动马达(1)的旋转方向,将测量杆(2)、测量头(5)取出,通过泥沙观测孔和使用的测量杆(2)根数来计算河流的泥沙深度。

The invention discloses a river sediment depth measurement device, comprising a pneumatic control circuit and a support-guiding measurement system; wherein, the pneumatic control circuit consists of an air motor (1), a manual reversing valve (6) and a compressed air storage tank (7) Composition; the support-guided measurement system consists of a measuring rod (2), a supporting guide frame (3), a supporting and guiding seat (4) and a measuring head (5); the top end of the measuring rod (2) and the power output shaft of the air motor (1) Connected, the bottom end of the measuring rod (2) is connected with the measuring head (5). When working, the measuring device is installed on the measuring boat, and the air motor (1) drives the measuring rod (2) and the measuring head (5) to drill downwards while rotating through the transmission thread. When the measuring head (5) drills to the river bed, Change the rotation direction of the air motor (1) through the manual reversing valve, take out the measuring rod (2) and the measuring head (5), and calculate the sediment of the river through the sediment observation hole and the number of measuring rods (2) used sand depth.

Description

一种河流泥沙深度测量装置A river sediment depth measuring device

技术领域technical field

本发明涉及一种河流泥沙深度测量技术领域,特别涉及一种河流泥沙深度测量装置。The invention relates to the technical field of river sediment depth measurement, in particular to a river sediment depth measurement device.

背景技术Background technique

黄河是一条多沙河流,泥沙淤积是黄河下游洪水危害的根本原因,定期对河道泥沙进行清理是预防危害的有效方法。泥沙深度是进行泥沙清理时的一个重要数据,但目前尚未有有效的测量装置。The Yellow River is a sandy river. Sediment deposition is the root cause of flood hazards in the lower reaches of the Yellow River. Regular cleaning of river sediment is an effective way to prevent hazards. The sediment depth is an important data when cleaning the sediment, but there is no effective measuring device at present.

本发明针对现有河流泥沙深度测量的难题,设计了一款结构简单、操作方便的河流泥沙深度测量装置,实现了方便、快捷地对河流泥沙深度进行测量的目的。Aiming at the difficult problem of the existing river sediment depth measurement, the present invention designs a river sediment depth measurement device with simple structure and convenient operation, and realizes the purpose of conveniently and quickly measuring the river sediment depth.

发明内容Contents of the invention

本发明的目的是:设计了一种河流泥沙深度测量装置。该装置通过气动马达带动测量头向下钻进,测量头向下钻进时泥沙进入测量杆内腔,通过泥沙进入测量杆内腔的深度来确定河流的泥沙厚度。The purpose of the invention is to design a river silt depth measuring device. The device drives the measuring head to drill downwards through an air motor, and when the measuring head drills downwards, the sediment enters the inner cavity of the measuring rod, and the sediment thickness of the river is determined by the depth of the sediment entering the inner cavity of the measuring rod.

本发明所述的一种河流泥沙深度测量装置,包括气动控制回路和支撑导向测量系统两部分。其中,气动控制回路由气动马达(1)、手动换向阀(6)和压缩空气储存罐(7)组成;支撑导向测量系统由测量杆(2)、支撑导向架(3)、支撑导向座(4)和测量头(5)组成;气动马达(1)安装在支撑导向架(3)上方,测量杆(2)顶端与气动马达(1)的动力输出轴相连,测量杆(2)底端与测量头(5)相连;支撑导向架(3)的空心导向杆(32)插入支撑导向座(4)的导向孔(41)中,使空心导向杆(32)能够在导向孔(41)中上下移动,锁紧螺母(44)可以把支撑导向架(3)锁死在任意位置。A river sediment depth measuring device according to the present invention includes two parts: a pneumatic control circuit and a supporting and guiding measuring system. Among them, the pneumatic control circuit is composed of an air motor (1), a manual reversing valve (6) and a compressed air storage tank (7); the support-guided measurement system consists of a measuring rod (2), a support guide frame (3), and a support guide seat (4) and the measuring head (5); the air motor (1) is installed above the supporting guide frame (3), the top of the measuring rod (2) is connected with the power output shaft of the air motor (1), and the bottom of the measuring rod (2) The end is connected with the measuring head (5); the hollow guide rod (32) of the support guide frame (3) is inserted into the guide hole (41) of the support guide seat (4), so that the hollow guide rod (32) can be inserted into the guide hole (41) ), the lock nut (44) can lock the supporting guide frame (3) in any position.

本发明所述的一种河流泥沙深度测量装置,包括其中气动马达(1)通过螺钉连接固定在支撑导向架(3)的上表面;测量杆(2)粗端(直径较大)插入气动马达(1)的动力输出轴内部,位置固定后通过锁紧螺母(14)锁死;测量杆(2)细端(直径较小)插入测量头(5),轴向相对位置由定位凸台(23)确定,径向相对位置由定位凹槽(25)、定位凸台(23)确定。A river sediment depth measuring device according to the present invention comprises that the air motor (1) is fixed on the upper surface of the supporting guide frame (3) through screw connection; the thick end (larger diameter) of the measuring rod (2) is inserted into the air Inside the power output shaft of the motor (1), the position is fixed and locked by the lock nut (14); the thin end (smaller diameter) of the measuring rod (2) is inserted into the measuring head (5), and the axial relative position is controlled by the positioning boss (23) is determined, and the radial relative position is determined by the positioning groove (25) and the positioning boss (23).

本发明的技术方案是:测量头向下钻进工作完成后将测量杆(2)、测量头(5)取出,通过测量杆(2)的泥沙观测孔来计算河流泥沙深度,其中,测量头(5)、测量杆(2)的长度均为1000mm,测量头(5)和测量杆(2)上都有很多泥沙观测孔,观测孔成线性排列;测量头(5)、测量杆(2)上的泥沙观测孔的间距均为100mm;规定与测量头(5)相连的测量杆(2)的序号为2,与2号测量杆(2)相连的测量杆(2)序号为3,其他测量杆(2)的编号以此类推。The technical solution of the present invention is: take out the measuring rod (2) and the measuring head (5) after the downward drilling of the measuring head is completed, and calculate the sediment depth of the river through the sediment observation hole of the measuring rod (2), wherein, The lengths of the measuring head (5) and the measuring rod (2) are both 1000mm, and there are many sediment observation holes on the measuring head (5) and the measuring rod (2), and the observation holes are arranged in a linear arrangement; the measuring head (5), measuring The distance between the sediment observation holes on the pole (2) is 100mm; the serial number of the measuring pole (2) connected with the measuring head (5) is stipulated as 2, and the measuring pole (2) connected with the No. 2 measuring pole (2) The sequence number is 3, and the numbering of other measuring rods (2) is deduced by analogy.

假设一次测量结果为在序号为N的测量杆的第M个泥沙观测孔最早看到泥沙,则河流的泥沙深度L为:Assuming that the result of a measurement is that the sediment is first seen in the Mth sediment observation hole of the measuring rod with the serial number N, then the sediment depth L of the river is:

L=(N-1)×1000+M×100(单位mm)。L=(N-1)×1000+M×100 (unit: mm).

附图说明Description of drawings

图1是本发明所述一种河流泥沙深度测量装置的立体示意图。图1标号名称:1-气动马达 2-测量杆 3-支撑导向架 4-支撑导向座 5-测量头。Fig. 1 is a three-dimensional schematic diagram of a river sediment depth measuring device according to the present invention. Figure 1 label designation: 1-air motor 2-measuring rod 3-support guide frame 4-support guide seat 5-measurement head.

图2是本发明所述一种河流泥沙深度测量装置的气动控制系统原理图。图2标号名称:1-气动马达 6-手动换向阀 7-压缩空气储存罐。Fig. 2 is a schematic diagram of a pneumatic control system of a river sediment depth measuring device according to the present invention. Figure 2 label designation: 1-air motor 6-manual reversing valve 7-compressed air storage tank.

图3是本发明所述气动马达(1)的立体结构图。图3标号名称:11-进气口 12-出气口 13-定位孔 14-锁紧螺母。Fig. 3 is a three-dimensional structure diagram of the air motor (1) of the present invention. Figure 3 label designation: 11-air inlet 12-air outlet 13-positioning hole 14-lock nut.

图4是本发明所述测量杆(2)的结构图。21-连接孔 22-观测孔 23-定位凸台 24-传动螺纹 25-定位凹槽。Fig. 4 is a structural diagram of the measuring rod (2) of the present invention. 21-connecting hole 22-observation hole 23-locating boss 24-transmission thread 25-locating groove.

图5是本发明所述支撑导向架(3)的立体结构图。31-气动马达定位孔 32-导向杆。Fig. 5 is a three-dimensional structural view of the supporting guide frame (3) of the present invention. 31-air motor positioning hole 32-guide rod.

图6是本发明所述支撑导向座(4)的立体结构图。41-导向孔 42-传动螺纹孔 43-安装孔 44-锁紧螺母。Fig. 6 is a three-dimensional structural view of the support guide seat (4) of the present invention. 41-guide hole 42-transmission threaded hole 43-installation hole 44-lock nut.

图7是本发明所述测量头(2)的结构图。51-连接孔 52-观测孔 53-定位凸台。Fig. 7 is a structural diagram of the measuring head (2) of the present invention. 51-connecting hole 52-observation hole 53-locating boss.

具体实施方式detailed description

下面结合附图,对本发明的具体实施方式作进一步详细的说明。The specific implementation manner of the present invention will be described in further detail below in conjunction with the accompanying drawings.

首先将泥沙深度测量装置安装在测量船上,到达需要测量的水域开始测量工作。First, install the sediment depth measurement device on the survey boat, and start the measurement work when it arrives at the water area to be measured.

增加测量杆方法:气动马达带动测量杆(2)运动到支撑导向测量系统底部时,将手动换向阀(6)移至中位,气动马达停止转动,将锁紧螺母(14)打开后把支撑导向架(3)升至最高处,用锁紧螺母(44)将支撑导向架(3)的位置固定,将新增的测量杆(2)的底端与原测量杆(2)的顶端连接好用螺母锁死后,把锁紧螺母(44)打开,将支撑导向架向下落至适当位置后,将锁紧螺母(14)锁死,将手动换向阀(6)移至上位继续测量作业,以此类推。The method of increasing the measuring rod: when the air motor drives the measuring rod (2) to move to the bottom of the support-guided measuring system, move the manual reversing valve (6) to the neutral position, the air motor stops rotating, open the lock nut (14) and turn the Lift the support guide frame (3) to the highest point, fix the position of the support guide frame (3) with the lock nut (44), connect the bottom end of the newly added measuring rod (2) to the top of the original measuring rod (2) After the connection is locked with the nut, open the lock nut (44), drop the support guide frame down to a proper position, lock the lock nut (14), and move the manual reversing valve (6) to the upper position to continue Measure jobs, and so on.

取出测量杆方法:气动马达(1)带动测量杆(2)运动到支撑导向测量系统顶部时,将手动换向阀(6)移至中位,气动马达(1)停止转动,将锁紧螺母(14)打开后把支撑导向架(3)升至最高处,用锁紧螺母(44)将支撑导向架(3)的位置固定,将需要取出的测量杆(2)的底端的锁紧螺母打开后,将测量杆(2)取出,把锁紧螺母(44)打开,将支撑导向架向下落至适当位置后,将锁紧螺母(14)锁死,将手动换向阀(6)移至下位继续测量作业,以此类推。How to take out the measuring rod: When the air motor (1) drives the measuring rod (2) to move to the top of the support-guided measuring system, move the manual reversing valve (6) to the neutral position, the air motor (1) stops rotating, and lock the nut (14) After opening, raise the support guide frame (3) to the highest position, fix the position of the support guide frame (3) with the lock nut (44), and fix the lock nut at the bottom end of the measuring rod (2) that needs to be taken out After opening, take out the measuring rod (2), open the lock nut (44), drop the supporting guide frame to the appropriate position, lock the lock nut (14), and move the manual reversing valve (6) Continue the measurement operation to the next position, and so on.

注意泥沙观测孔,当有泥沙出现时,根据公式L=(N-1)×1000+M×100(单位mm)便可以得到河流泥沙深度,测量完成。Pay attention to the sediment observation hole. When there is sediment, the river sediment depth can be obtained according to the formula L=(N-1)×1000+M×100 (unit mm), and the measurement is completed.

综上所述,以上仅为本发明的较佳实施例而已,并非用于限定本发明的保护范围。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。To sum up, the above are only preferred embodiments of the present invention, and are not intended to limit the protection scope of the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included within the protection scope of the present invention.

Claims (4)

1. a river load depth measurement device, it is characterised in that include that Pneumatic control circuit and support guide measure system Two parts;Wherein, Pneumatic control circuit is made up of air motor (1), hand-operated direction valve (6) and compressed air storage tank (7);? Support orientation measurement system is formed by measuring bar (2), support guide frame (3), support guide seat (4) and measurement head (5);Air motor (1) it is connected by screw and is fixed on the upper surface of support guide frame (3);Measure bar (2) butt end (being relatively large in diameter) and insert pneumatic horse Reach inside the power output shaft of (1), locked by locking nut (14) after position is fixing;The hollow guiding of support guide frame (3) Bar (32) inserts in the pilot hole (41) of support guide seat (4), makes the hollow guiding bar (32) can in pilot hole (41) up and down Mobile, locking nut (44) can be locked at an arbitrary position for support guide frame (3);Measure bar (2) taper end (diameter is less) to insert Entering to measure head (5), relative axial position is determined by positioning boss (23), and diametrically opposite position is by detent (25), convex Platform (23) determines.
2. a kind of river load depth measurement device as claimed in claim 1, it is characterised in that during work, measurement apparatus is pacified It is contained on surveying vessel, compressed air storage tank (7) provides motive power, air motor (1) moving in compressed air storage tank (7) Under power drives, make measurement bar (2), measurement head (5) be drilled down into while rotating by motion thread, measure head (5) downward When creeping into, silt enters and measures bar (2) inner chamber;Riverbed is got into, it is impossible to when down creeping into, manually reversal valve when measuring head (5) Change the direction of rotation of air motor (1), bar (2) will be measured, measure head (5) taking-up, by the measurement bar (2) of least significant end Measurement bar (2) radical of silt peephole and use calculates the silt degree of depth in river.
3. a kind of river load depth measurement device as claimed in claim 1, it is characterised in that measure head (5), measure bar (2) length is 1000mm, measures and has a lot of silt peephole, the linear row of peephole in head (5) and measurement bar (2) Row;The spacing of the silt peephole measure head (5), measuring on bar (2) is 100mm;Specify and measure the measurement that head (5) is connected The serial number 2 of bar (2), measurement bar (2) serial number 3 being connected with No. 2 measurement bars (2), other measure the numbering of bar (2) with this type of Push away.
4. a kind of river load depth measurement device as described in claim 1,2,3, it is characterised in that assume that one-shot measurement is tied Fruit sees silt the earliest for the m-th silt peephole measuring bar in serial number N, then silt degree of depth L in river is: L=(N- 1) × 1000+M × 100(unit mm).
CN201610837031.1A 2016-09-21 2016-09-21 River silt depth measuring device Expired - Fee Related CN106323137B (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108801117A (en) * 2018-07-31 2018-11-13 广西出入境检验检疫局危险品检测技术中心 A kind of scale of depth for explosive single parcel post experiment and stacking experiment
CN109781074A (en) * 2019-01-28 2019-05-21 衢州市衢江区交通运输局 Waterway dredging measuring device and measuring method
CN110595332A (en) * 2019-10-15 2019-12-20 金陵科技学院 A portable depth measuring device for hydraulic engineering
CN110879032A (en) * 2019-12-24 2020-03-13 重庆工程职业技术学院 Steel die forging piston inner cavity depth quick detection tool and manufacturing method and quick detection method thereof
CN119197436A (en) * 2024-11-29 2024-12-27 运城市水文水资源勘测站 A river sediment depth measuring device for hydrological survey

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5573812U (en) * 1978-11-15 1980-05-21
JPS6435207A (en) * 1987-07-30 1989-02-06 Toa Harbor Works Co Ltd Method for measuring thickness of cover over sand layer
EP0732565A1 (en) * 1995-03-13 1996-09-18 Tracto-Technik Paul Schmidt Spezialmaschinen Measuring apparatus for determining the relative height of an object
JPH0972832A (en) * 1995-09-06 1997-03-18 Ando Corp Sampling type deposition thickness measuring instrument
JP2004125403A (en) * 2002-09-30 2004-04-22 Hokkaido Sekiyu Kyodo Bichiku Kk Method and apparatus for measuring sedimentation layer
CN202119368U (en) * 2011-05-19 2012-01-18 深圳市水务(集团)有限公司管网分公司 Multifunctional measuring rod
CN202256375U (en) * 2011-10-18 2012-05-30 北京万德瑞博自动化系统工程有限公司 Water flow test instrument
CN203893781U (en) * 2014-04-16 2014-10-22 上海宝钢化工有限公司 Device for measuring thickness of sludge layer
CN204115812U (en) * 2014-09-16 2015-01-21 苏州德华生态环境科技有限公司 A kind of portable level detecting instrument for measuring water-bed mud position
CN205482733U (en) * 2015-10-21 2016-08-17 广东中微环保生物科技有限公司 River silt measuring device
CN206269723U (en) * 2016-09-21 2017-06-20 河南理工大学 A kind of river load depth measurement device

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5573812U (en) * 1978-11-15 1980-05-21
JPS6435207A (en) * 1987-07-30 1989-02-06 Toa Harbor Works Co Ltd Method for measuring thickness of cover over sand layer
EP0732565A1 (en) * 1995-03-13 1996-09-18 Tracto-Technik Paul Schmidt Spezialmaschinen Measuring apparatus for determining the relative height of an object
JPH0972832A (en) * 1995-09-06 1997-03-18 Ando Corp Sampling type deposition thickness measuring instrument
JP2004125403A (en) * 2002-09-30 2004-04-22 Hokkaido Sekiyu Kyodo Bichiku Kk Method and apparatus for measuring sedimentation layer
CN202119368U (en) * 2011-05-19 2012-01-18 深圳市水务(集团)有限公司管网分公司 Multifunctional measuring rod
CN202256375U (en) * 2011-10-18 2012-05-30 北京万德瑞博自动化系统工程有限公司 Water flow test instrument
CN203893781U (en) * 2014-04-16 2014-10-22 上海宝钢化工有限公司 Device for measuring thickness of sludge layer
CN204115812U (en) * 2014-09-16 2015-01-21 苏州德华生态环境科技有限公司 A kind of portable level detecting instrument for measuring water-bed mud position
CN205482733U (en) * 2015-10-21 2016-08-17 广东中微环保生物科技有限公司 River silt measuring device
CN206269723U (en) * 2016-09-21 2017-06-20 河南理工大学 A kind of river load depth measurement device

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CN108801117A (en) * 2018-07-31 2018-11-13 广西出入境检验检疫局危险品检测技术中心 A kind of scale of depth for explosive single parcel post experiment and stacking experiment
CN108801117B (en) * 2018-07-31 2024-02-23 南宁海关技术中心 Depth scale for single explosive package test and stacking test
CN109781074A (en) * 2019-01-28 2019-05-21 衢州市衢江区交通运输局 Waterway dredging measuring device and measuring method
CN110595332A (en) * 2019-10-15 2019-12-20 金陵科技学院 A portable depth measuring device for hydraulic engineering
CN110879032A (en) * 2019-12-24 2020-03-13 重庆工程职业技术学院 Steel die forging piston inner cavity depth quick detection tool and manufacturing method and quick detection method thereof
CN119197436A (en) * 2024-11-29 2024-12-27 运城市水文水资源勘测站 A river sediment depth measuring device for hydrological survey
CN119197436B (en) * 2024-11-29 2025-02-25 运城市水文水资源勘测站 A river sediment depth measuring device for hydrological survey

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