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 PDFInfo
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- 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
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- silt
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- measurement loop
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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
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.
Priority Applications (1)
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CN201821286317.6U CN208488051U (en) | 2018-08-09 | 2018-08-09 | It is a kind of to survey deeply and visit silt integrated apparatus |
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CN201821286317.6U CN208488051U (en) | 2018-08-09 | 2018-08-09 | It is a kind of to survey deeply and visit silt integrated apparatus |
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Cited By (4)
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 |
-
2018
- 2018-08-09 CN CN201821286317.6U patent/CN208488051U/en active Active
Cited By (7)
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 |
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