CN208488051U - It is a kind of to survey deeply and visit silt integrated apparatus - Google Patents

It is a kind of to survey deeply and visit silt integrated apparatus Download PDF

Info

Publication number
CN208488051U
CN208488051U CN201821286317.6U CN201821286317U CN208488051U CN 208488051 U CN208488051 U CN 208488051U CN 201821286317 U CN201821286317 U CN 201821286317U CN 208488051 U CN208488051 U CN 208488051U
Authority
CN
China
Prior art keywords
silt
bar
water
utility
measurement loop
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.)
Active
Application number
CN201821286317.6U
Other languages
Chinese (zh)
Inventor
李登富
吉祖湛
方衎
黄昀
黄一昀
张明成
袁金彪
王光彦
赵培
王之顺
罗优
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Engineering Exploration & Surveying Institute Co Ltd
Original Assignee
Jiangsu Engineering Exploration & Surveying Institute Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Jiangsu Engineering Exploration & Surveying Institute Co Ltd filed Critical Jiangsu Engineering Exploration & Surveying Institute Co Ltd
Priority to CN201821286317.6U priority Critical patent/CN208488051U/en
Application granted granted Critical
Publication of CN208488051U publication Critical patent/CN208488051U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

The utility model belongs to measuring instrument technical field, and in particular to a kind of to survey deeply and visit silt integrated apparatus.The utility model is low in cost, install convenient, easy to operate, one can operate, and can disposably measure the tested point depth of water and silt depth, and the elevation and coordinate of underwater topography tested point can be measured furthermore with GNSS receiver, vdiverse in function;Several permeable drag reduction holes are evenly equipped on the utility model water silt boundary supporting plate, the pressure that the utility model enters water after the water surface is effectively reduced, this product is facilitated to drop quickly to the bottom;The bottom diameter that the utility model visits silt bar point is greater than the diameter of the depth measurement loop bar, and the utility model is avoided, since the effect of hydraulic pressure causes depth measurement loop bar to fall off downwards, to influence normal use after entering the water surface.

Description

It is a kind of to survey deeply and visit silt integrated apparatus
Technical field
The utility model belongs to measuring instrument technical field, and in particular to one kind is visited for the measurement of river and lake water depth and mud The measuring device of survey.
Background technique
Currently, in order to repair Ecological water environment, a large amount of river and lake ecological dredging engineering project is just among compact planning, urgently Need accurate, full and accurate bed mud survey data.In shallow die bed waters, it is difficult that Acoustic sounding is smoothly used to realize sludge measurement, The barrier zone that Shen north acoustic signals are propagated or handled especially is influenced in shoal or water plant etc., acoustic detection can not be used.And Conventionally employed bamboo bar method survey in, often with the experience detection of operator it is water-bed after, be inserted into mud still further below, to measure mud, Accuracy and precision are difficult to effectively control.
Authorization Notice No. are as follows: the patent of 207263470 U of CN, riverway sludge sampler are taken by Sampled Hand Grip pushing Sample storehouse, riverway sludge are pressed into sampling storehouse, and apron block is moved up by mud extruding, when bottom of river channel completes mud on earth in sampling storehouse When sampling, holds the handle that opens a position and above mention the push rod that opens a position, spring contraction pulls door to close sampling storehouse lower ending opening, then above mentions dress It sets;After device extracts disembarkation, the depth of riverway sludge can be recorded according to the scale of sampling scale;Open warehouse lid, Ke Yizhi The features such as the color of observation riverway sludge are connect, detection directly can be sampled to each layer of riverway sludge;Observe and record sampling After the completion, discharge handle is pushed, by mud discharge sampling storehouse in sampling storehouse, facilitates next use.However above-mentioned apparatus is not only tied Structure is complex and it is necessary to which after the completion of sampling, device extracts disembarkation and just can know that mud depth, Bu Nengshi according to sampling scale When observe, in addition, the detection of mud depth can only be carried out, function is more single.
Utility model content
The technical problem to be solved by the present invention is to overcome the deficiencies of the prior art and provide, one kind is portable to catchment In the measuring device of one, which can also detect mud while measuring Larger water depths for deep measurement and mud detection Thickness.
The technical solution that this patent solves above-mentioned technical problem is as follows: it is a kind of to survey deeply and visit silt integrated apparatus, including visit Silt bar, depth measurement loop bar and water silt boundary supporting plate, the depth measurement loop bar are socketed on the spy silt bar periphery, the bottom end for visiting silt bar It is provided with taper and visits silt bar point, top is connected with GNSS receiver, and the water silt boundary supporting plate is mounted on the depth measurement loop bar The diameter of bottom end, the water silt boundary supporting plate is greater than the bottom diameter for visiting silt bar point, is provided on the spy silt bar Silt scale is visited, is provided with depth scale on the depth measurement loop bar.
Further, several permeable drag reduction holes are evenly equipped on the water silt boundary supporting plate.
Further, the diameter for visiting silt bar is less than the diameter of the depth measurement loop bar.
Further, it is described visit silt bar point bottom diameter greater than the depth measurement loop bar diameter, avoid depth measurement loop bar to Under fall off.
Further, the spy silt scale marks upwards from the top end of the depth measurement loop bar, and the depth scale is from institute It states and is marked upwards at water silt boundary supporting plate.
The beneficial effect of this patent is:
1, the utility model is low in cost, install convenient, easy to operate, one can operate, can disposably measure to The measuring point depth of water and silt depth can measure the elevation and coordinate of underwater topography tested point, function furthermore with GNSS receiver Multiplicity;
2, several permeable drag reduction holes are evenly equipped on the utility model water silt boundary supporting plate, effectively reduce the utility model entrance The pressure of water, facilitates this product to drop quickly to the bottom after the water surface;
3, the bottom diameter that the utility model visits silt bar point is greater than the diameter of the depth measurement loop bar, and the utility model is avoided to exist Effect after into the water surface due to hydraulic pressure causes depth measurement loop bar to fall off downwards, influences normal use.
Detailed description of the invention
It, below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art Specific embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, it is described below In attached drawing be that some embodiments of the utility model are not paying creativeness for those of ordinary skill in the art Under the premise of labour, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is a kind of deep structural schematic diagram surveyed and visit silt integrated apparatus described in the utility model specific embodiment;
Fig. 2 is the usage state diagram of the utility model;
Appended drawing reference:
1-GNSS receiver;2- visits silt bar;3- visits silt scale;4- depth measurement loop bar;5- depth mark ruler;6- water, which becomes silted up to demarcate, to be held in the palm Plate;The permeable drag reduction hole 7-;8- visits silt bar point;10- water surface curve;20- water silt line of demarcation;30- mud body.
Specific embodiment
It is described in detail below in conjunction with embodiment of the attached drawing to technical solutions of the utility model.Following embodiment is only For clearly illustrating the technical solution of the utility model, therefore it is only used as example, and it is originally practical to cannot be used as a limitation limitation Novel protection scope.
It should be noted that unless otherwise indicated, technical term or scientific term used in this application should be this reality The ordinary meaning understood with novel one of ordinary skill in the art.
In the description of the present application, it is to be understood that term " center ", " longitudinal direction ", " transverse direction ", " length ", " width ", " thickness ", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom" "inner", "outside", " up time The orientation or positional relationship of the instructions such as needle ", " counterclockwise ", " axial direction ", " radial direction ", " circumferential direction " be orientation based on the figure or Positional relationship is merely for convenience of describing the present invention and simplifying the description, rather than the device or member of indication or suggestion meaning Part must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.
In this application unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " fixation " etc. Term shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral;It can be mechanical connect It connects, is also possible to be electrically connected;It can be directly connected, can also can be in two elements indirectly connected through an intermediary The interaction relationship of the connection in portion or two elements.It for the ordinary skill in the art, can be according to specific feelings Condition understands the concrete meaning of above-mentioned term in the present invention.
Embodiment
As shown in Figs. 1-2, a kind of deep survey provided by the utility model and spy silt integrated apparatus, including visit silt bar 2, survey Deep loop bar 4 and water silt boundary supporting plate 6, the depth measurement loop bar 4 are socketed on 2 periphery of spy silt bar, and the bottom end for visiting silt bar 2 is set It being equipped with taper and visits silt bar point 8, top is connected with GNSS and receives, and 1, the water silt boundary supporting plate 6 is mounted on the depth measurement loop bar 4 The diameter of bottom end, the water silt boundary supporting plate 6 is greater than the bottom diameter for visiting silt bar point 8, is arranged on the spy silt bar 2 Have and visit silt scale 3, is provided with depth scale 5 on the depth measurement loop bar 4.
Further, several permeable drag reduction holes 7 are evenly equipped on the water silt boundary supporting plate 6, reduce hydraulic pressure, it is practical convenient for this It is novel to drop quickly to the bottom.
Further, the diameter for visiting silt bar 2 is less than the diameter of the depth measurement loop bar 4.
Further, the bottom diameter for visiting silt bar point 8 is greater than the diameter of the depth measurement loop bar 4, avoids depth measurement loop bar 4 It falls off downwards.
Further, the spy silt scale 3 marks upwards from the top end of the depth measurement loop bar 4, the depth scale 5 from It is marked upwards at the water silt boundary supporting plate 6.
Concrete operating principle are as follows:, can be according to the depth scale 5 on depth measurement loop bar 4 when arriving at the bottom such as Fig. 1 the utility model The depth of water at the bottom measuring point is measured, while GNSS receiver 1 can survey spatial position (elevation and the plane of area's bottom point immediately Coordinate);At this time to the reinforcing of silt bar 2 is visited, mud body 30 is acted on due to visiting silt bar point, water silt boundary supporting plate 6 is moved upwards, driven Depth measurement loop bar 4 moves upwards, and when spy silt bar 2 is continued to down toward mud body bottom surface as shown in Figure 2,10 be water surface curve, and 20 be water Silt line of demarcation, 30 be mud body, can obtain silt depth according to the reading for visiting the spy silt scale 3 on silt bar 2, while GNSS connects Receipts machine 1 can obtain the survey in the elevation and coordinate at the mud bottom of point.
Finally, it should be noted that the above various embodiments is only to illustrate the technical solution of the utility model, rather than it is limited System;Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should Understand: it is still possible to modify the technical solutions described in the foregoing embodiments, or to some or all of Technical characteristic is equivalently replaced;And these are modified or replaceed, it does not separate the essence of the corresponding technical solution, and this is practical new The range of each embodiment technical solution of type.

Claims (5)

1. a kind of survey deeply and visit silt integrated apparatus, it is characterised in that: including visiting silt bar, depth measurement loop bar and water silt boundary supporting plate, The depth measurement loop bar is socketed on the spy silt bar periphery, and the bottom end for visiting silt bar is provided with taper and visits silt bar point, top connection There is GNSS receiver, the water silt boundary supporting plate is mounted on the bottom end of the depth measurement loop bar, the diameter of the water silt boundary supporting plate Greater than the bottom diameter for visiting silt bar point, it is provided on the spy silt bar and visits silt scale, be provided with survey on the depth measurement loop bar Deep scaleplate.
2. a kind of deep survey according to claim 1 and spy silt integrated apparatus, it is characterised in that: the water silt boundary supporting plate On be evenly equipped with several permeable drag reduction holes.
3. a kind of deep survey according to claim 2 and spy silt integrated apparatus, it is characterised in that: the diameter for visiting silt bar Less than the diameter of the depth measurement loop bar.
4. a kind of deep surveying according to Claims 2 or 3 is described in any item and visiting silt integrated apparatus, it is characterised in that: the spy The bottom diameter of silt bar point is greater than the diameter of the depth measurement loop bar.
It a kind of deep survey 5. according to claim 4 and visits silt integrated apparatus, it is characterised in that: the spy silt scale is from institute The top end for stating depth measurement loop bar marks upwards, and the depth scale marks upwards from water silt boundary supporting plate.
CN201821286317.6U 2018-08-09 2018-08-09 It is a kind of to survey deeply and visit silt integrated apparatus Active CN208488051U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821286317.6U CN208488051U (en) 2018-08-09 2018-08-09 It is a kind of to survey deeply and visit silt integrated apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821286317.6U CN208488051U (en) 2018-08-09 2018-08-09 It is a kind of to survey deeply and visit silt integrated apparatus

Publications (1)

Publication Number Publication Date
CN208488051U true CN208488051U (en) 2019-02-12

Family

ID=65247373

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821286317.6U Active CN208488051U (en) 2018-08-09 2018-08-09 It is a kind of to survey deeply and visit silt integrated apparatus

Country Status (1)

Country Link
CN (1) CN208488051U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110068703A (en) * 2019-04-26 2019-07-30 重庆盛厦果时科技有限公司 Multifunctional pipe drains detection device
CN110068291A (en) * 2019-04-26 2019-07-30 重庆盛厦果时科技有限公司 The pipe drainage detection device of fast demountable
CN110514473A (en) * 2019-09-25 2019-11-29 天津市水利工程有限公司 A kind of simple portable bed mud thickness measure and sampler
CN112461594A (en) * 2020-11-20 2021-03-09 贵州民族大学 Water conservancy environmental protection monitoring sampling equipment

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110068703A (en) * 2019-04-26 2019-07-30 重庆盛厦果时科技有限公司 Multifunctional pipe drains detection device
CN110068291A (en) * 2019-04-26 2019-07-30 重庆盛厦果时科技有限公司 The pipe drainage detection device of fast demountable
CN110068291B (en) * 2019-04-26 2020-10-30 浙江金果知识产权有限公司 But quick assembly disassembly's pipeline drainage detection device
CN110068703B (en) * 2019-04-26 2020-11-24 江苏越捷智能停车系统有限公司 Multifunctional pipeline drainage detection device
CN110514473A (en) * 2019-09-25 2019-11-29 天津市水利工程有限公司 A kind of simple portable bed mud thickness measure and sampler
CN110514473B (en) * 2019-09-25 2024-05-14 天津市水利工程集团有限公司 Simple and easy portable sediment thickness measurement and sampling device
CN112461594A (en) * 2020-11-20 2021-03-09 贵州民族大学 Water conservancy environmental protection monitoring sampling equipment

Similar Documents

Publication Publication Date Title
CN208488051U (en) It is a kind of to survey deeply and visit silt integrated apparatus
JP4402686B2 (en) Tube deterioration core sampler and sample core collection method
CN110207653B (en) Soil body layered settlement and horizontal displacement composite measurement device, system and method
CN102900063B (en) Dynamic pore-pressure static sounding probe for detecting sludge
CN102087360A (en) System and method for observing local scour of pier
CN101533035A (en) Method for observing estuary seacoast near-bottom water and sediment under high turbidity environment
CN106192969A (en) A kind of based on ball-type full discharge orifice pressure feeler inspection penetrometer and coefficient of consolidation evaluation methodology thereof
CN107102378B (en) Utilize the method for hole pressure touching methods measurement artesian aquifer water level and head height
CN103968883A (en) Sludge detection method and instrument
CN108279141A (en) A kind of soil acidity or alkalinity spatial variability field Rapid measuring
CN201901866U (en) T-shaped contact detector applied to deep-sea seabed feature testing
CN104569355B (en) A kind of surface soil corrodes measurement mechanism and method
CN203858186U (en) Soil permeability coefficient determinator
CN209372480U (en) Level measuring device for fetching water
CN110082149A (en) A kind of sludge sampler and dredging method with depth measurement and positioning function
CN207751735U (en) A kind of sediment interstitial water sampler
CN213456993U (en) A rivers flow direction monitoring devices for hydrogeological test
CN108458164A (en) A kind of artificial push pipe control method and control system
CN211042816U (en) Water sampling device capable of adjusting sampling depth
CN108204939A (en) A kind of water penetration analysis survey meter for evaluating pollutant diffusion and method of work
CN206479528U (en) A kind of detection means of concrete slump and divergence
CN210571075U (en) Portable retractable temperature measurement appearance
CN210005287U (en) Portable underground water level measuring and sampling device
CN208239146U (en) Underwater mud scum measures sampler
CN205537833U (en) Water level measurement device in ground drilling

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant