CN211601934U - High-precision offset positioning and depth sounding auxiliary system - Google Patents

High-precision offset positioning and depth sounding auxiliary system Download PDF

Info

Publication number
CN211601934U
CN211601934U CN202020403333.XU CN202020403333U CN211601934U CN 211601934 U CN211601934 U CN 211601934U CN 202020403333 U CN202020403333 U CN 202020403333U CN 211601934 U CN211601934 U CN 211601934U
Authority
CN
China
Prior art keywords
telescopic rod
rod
gps receiver
auxiliary system
support frame
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
CN202020403333.XU
Other languages
Chinese (zh)
Inventor
王旭
李敬德
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN202020403333.XU priority Critical patent/CN211601934U/en
Application granted granted Critical
Publication of CN211601934U publication Critical patent/CN211601934U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

The utility model belongs to the technical field of the survey and drawing of river section, a high accuracy skew location depth measurement auxiliary system is related to. The auxiliary system comprises a chassis and a main supporting frame, wherein the bottom end of the main supporting frame is connected with the chassis, and an adjusting groove is formed in the main supporting frame; the GPS receiver fixing rod is arranged at the top end of the main support frame, and a GPS receiver is arranged on the GPS receiver fixing rod; the front end of the telescopic rod with the scales is connected with the main support frame; a leveling bubble I and a fixing screw II are arranged on the telescopic rod with the scales; the measuring device is connected with the upper end of the main support frame through a fixed connecting rod; a compass is arranged above the measuring device, and a leveling bubble II is arranged on the side surface of the measuring device; one end of the supporting arm is connected with the adjusting groove, and the other end of the supporting arm is connected with the telescopic rod with the scales. Both ends of the supporting arm are provided with through holes II. Adopt the utility model discloses, survey crew can directly gather the required section point three-dimensional data of river course waters part at the bank, reduces the dangerous and the operating cost of operation, improves data accuracy and operating efficiency.

Description

High-precision offset positioning and depth sounding auxiliary system
Technical Field
The utility model belongs to the technical field of the survey and drawing of river section, concretely relates to high accuracy skew location depth measurement auxiliary system.
Background
In modern water conservancy governing engineering, the proportion of medium and small river channels is very large, and the key to the governing of medium and small river channels is the measurement result of the vertical and horizontal sections of the river channels. The task of surveying and mapping the cross section of the river channel is to measure the height and the waviness of each topographic point on the cross section line of the river channel and draw a cross section diagram. The section measurement is mainly divided into land measurement and underwater measurement, the land measurement method is mature at present, and the underwater measurement method is mainly realized by a measuring person hand-held measurement positioning instrument (GPS-RTK), a depth sounding rod, a depth sounding hammer and an echo depth sounder at present.
At present, the river bottom elevation measurement modes mainly include the following modes: firstly, the method comprises the following steps: in a river section with shallow water (within 0.6m of water depth, the flow velocity is not more than 3m/s), GPS-RTKRTK is held by a measurer to directly wade for measurement, and three-dimensional data of the river bottom is collected. II, secondly: the water depth is measured by using a sounding rod and a sounding hammer, and plane and elevation data of the river bottom are obtained by combining RTK. Thirdly, the method comprises the following steps: the echo sounding system measures the water depth by a carrier (measuring ship), and obtains the river bottom plane and elevation by processing the water depth data.
The first measurer holds the measuring instrument by hand and measures river bottom data by wading directly, the method has great harm to personal safety, is limited by water depth (wading measurement water depth can not exceed 0.6m, and flow velocity does not exceed 3m/s), and influences working willingness of the measurer in winter cold in the north. The second depth measurement rod and the depth measurement hammer are used for measuring water depth, RTK is combined to obtain river bottom plane elevation data, and a measurer needs to complete operation under the condition that a ship exists. And the third method utilizes a ship-borne echo sounding system, has higher cost, and can not flexibly work on the measuring section of a narrow river channel.
SUMMERY OF THE UTILITY MODEL
To the above problem, the utility model provides a high accuracy skew location depth sounding auxiliary system, this technical scheme mainly solves the width narrower, the great river course section data's of depth of water collection. Through adopting the utility model discloses, measurement personnel can be at the bank required section point three-dimensional data of river course waters part direct acquisition, and the flexible operation has reduced the danger of operation, has reduced the operating cost, improves data accuracy and operating efficiency.
A high accuracy skew location depth sounding auxiliary system, including the chassis, still include:
the bottom end of the main support frame is connected with the chassis, and the main support frame is provided with an adjusting groove;
the GPS receiver fixing rod is arranged at the top end of the main support frame, and a GPS receiver is arranged on the GPS receiver fixing rod;
the front end of the telescopic rod with the scales is connected with the main support frame; a leveling bubble I and a fixing screw II are arranged on the telescopic rod with the scales;
the measuring device is connected with the upper end of the main support frame through a fixed connecting rod; a compass is arranged above the measuring device, and a leveling bubble II is arranged on the side surface of the measuring device;
one end of the supporting arm is connected with the adjusting groove, and the other end of the supporting arm is connected with the telescopic rod with the scales. Both ends of the supporting arm are provided with through holes II.
The chassis is provided with a bolt, and the bottom of the main support frame is provided with a slot matched with the bolt.
The main support frame is of a cavity structure, a through hole I is formed in the upper end of the side wall of the main support frame, and an adjusting groove is formed below the through hole I; one end of the fixed connecting rod is provided with a through hole I, and the other end of the fixed connecting rod is provided with a through hole III.
The fixing rod of the GPS receiver is of a cavity structure, and a through hole I is formed in the lower end of the side wall of the fixing rod of the GPS receiver.
The front end of the telescopic rod with the scales is provided with a through hole I, a cylinder is inserted into the through hole I, and the cylinder is arranged in a cavity of a fixed rod of the GPS receiver; the main support frame, the GPS receiver fixing rod, the fixing connecting rod and the cylinder are fastened through a fixing screw I penetrating through the through hole I.
The telescopic rod with the scales at least comprises five telescopic rods, and leveling air bubbles I and fixing screws II are arranged on two sides of the first telescopic rod.
The measuring device comprises a box body, a measuring scale outlet is arranged on the box body, a rotating shaft is arranged in the box body, a measuring scale is wound on the rotating shaft, and a bolt and a handle connected with the rotating shaft are arranged outside the box body; the outlet of the measuring scale is parallel and level with the upper surface of the telescopic rod with the scales.
The tail end of the telescopic rod with the scales is provided with a semicircular hole.
The dipperstick passes semicircle orifice and the end is equipped with the plummet.
The utility model also provides a high accuracy skew location sounding method, adopt above-mentioned auxiliary system measure, including following step:
(1) assembling a main support frame, a measuring device, a telescopic rod with scales and a GPS receiver fixing rod; the specific process is as follows: the two supporting arms are respectively fixed in adjusting grooves on two sides of a main supporting frame through adjusting screws through holes II (the positions are 30cm from the center of a fixing screw I), a cylinder is inserted into a through hole I at the front end of a first section of telescopic rod with a scale telescopic rod (in a contraction state), the fixing screw I sequentially penetrates through a through hole I, GPS at the upper end of the side wall of the main supporting frame to fix the lower end of the side wall of a receiver fixing rod through hole I, the through hole I is fixed in a connecting rod hole, the cylinder (inserted into the telescopic rod), a GPS receiver fixing rod is adjusted to be vertical, and then the. The through holes III at the other end of the fixed connecting rod are respectively inserted into the bolts at the two sides of the outer part of the box body.
(2) Placing the base at the boundary of the bank slope and the water surface, treading to ensure that the disc surface of the base is level with the water surface (not submerged by the water surface and can not be higher than the water surface), and inserting the slot at the center of the bottom of the main support frame into the base bolt;
(3) the telescopic rod with the scales in the contraction shape is pulled up to the horizontal position, the supporting arms on the two sides are fixed on the fixing screws II on the two sides of the first section of the telescopic rod through the through holes II, the telescopic rod is orthogonal to the main supporting frame, and the GPS receiver is fixed on the top of the fixing rod of the GPS receiver;
(4) the measuring scale is pulled out from an outlet of the measuring scale, is pulled out to the tail end of the telescopic rod with the scale along the upper surface of the telescopic rod with the scale, passes through the semicircular hole and is hung with a plumb bob;
(5) sequentially extending a fifth telescopic rod, a fourth telescopic rod, a third telescopic rod and a second telescopic rod to enable the plumb to be located above the position where the section data needs to be collected, adjusting the two leveling pipes to enable the bubble to be located at the center position, and releasing the measuring scale to enable the plumb to sink into the river bottom;
(6) reading the azimuth angle alpha of the telescopic rod through a compass; reading the scale of the telescopic rod to obtain the horizontal distance L1 (unit m) from the measuring station to the plumb bob position (to-be-measured point), reading the reading of the measuring scale at the position of a fixed screw I to obtain L (unit m), calculating A (L-L1 + H1(H1 is the vertical distance from the top end of a fixed rod of a receiver to the upper surface of the telescopic rod with the scale and has a fixed value of 0.2m), obtaining the vertical distance (unit m) from the receiver to the plumb bob position, starting the offset measurement of the GPS handbook, inputting the azimuth angle alpha, L1 (the offset from the plumb bob position to a supporting rod) and A into the GPS-RTK handbook respectively as the azimuth angle, the offset distance and the height, and completing clicking to obtain the plane following height data of the plumb bob position;
(7) and (5) sequentially contracting the second section, the third section, the fourth section and the fifth section of the telescopic rod, and repeating the sixth step to read data to obtain the obtained section data.
The utility model discloses in, the depth of water of waiting to measure the point H is L-L1-H0, and H0 is bracing piece bottom to scale telescopic link upper surface perpendicular distance (unit m).
To sum up, the utility model discloses following beneficial effect has:
(1) direct wading measurements can be avoided;
(2) the coordinates and the elevation obtained by the GPS-RTK can be transmitted to the topographic point to be measured in the river channel through the geometrical relationship among the supporting rod, the telescopic rod and the measuring ruler, so that more accurate three-dimensional coordinate data can be obtained, the precision of the data is greatly improved, and more accurate basis is provided for river channel hydrological calculation and river channel silt removal calculation;
(3) the utility model discloses more traditional applied ship carries out depthkeeping pole, sounding hammer depth sounding or echo depth finder depth sounding more nimble, convenient and the cost is lower as the carrier.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a left side view of FIG. 1 (omitting the measuring device)
FIG. 3 is an enlarged view of a portion A of FIG. 2;
FIG. 4 is an enlarged view of a portion B of FIG. 2;
fig. 5 is a schematic view of the structure of the support arm of the present invention;
fig. 6 is a schematic view of the front view structure of the telescopic rod with scales of the present invention;
FIG. 7 is a schematic top view of the first section of the telescoping rod;
FIG. 8 is a schematic top view of the second section of the telescoping rod;
FIG. 9 is a schematic top view of the third section of the telescoping rod;
FIG. 10 is a schematic top view of the fourth section of the telescopic rod;
FIG. 11 is a schematic top view of the fifth section of the telescopic rod;
fig. 12 is a schematic top view of the measuring device of the present invention;
fig. 13 is a schematic top view of the internal structure of the measuring device according to the present invention;
in the figure: 1. a chassis, 2, main tributary strut, 3, the adjustment tank, 4, GPS receiver dead lever, 5, the GPS receiver, 6, take the scale telescopic link, 7, level bubble I, 8, set screw II, 9, measuring device, 10, fixed connecting rod, 11, the compass, 12, level bubble II, 13, the support arm, 14, the bolt, 15, the slot, 16, through-hole I, 17, the drum, 18, set screw I, 19, the plummet, 20, the semicircle orifice, 21, the box body, 22, the pivot, 23, the dipperstick, 24, the handle, 25, adjust the spiral, 26, through-hole II, 27, the dipperstick export, 28, through-hole III.
Detailed Description
A high-precision offset positioning sounding auxiliary system comprises a chassis 1 and a sounding auxiliary system
The bottom end of the main support frame 2 is connected with the chassis 1, and the main support frame 2 is provided with an adjusting groove 3;
the GPS receiver fixing rod 4 is arranged at the top end of the main supporting frame 2, and a GPS receiver 5 is arranged on the GPS receiver fixing rod 4;
the front end of the telescopic rod 6 with scales is connected with the main support frame 2; a leveling bubble I7 and a fixing screw II8 are arranged on the telescopic rod 6 with the scale;
the measuring device 9 is connected with the upper end of the main support frame 2 through a fixed connecting rod 10; a compass 11 is arranged above the measuring device 9, and a leveling bubble II12 is arranged on the side surface;
one end of the supporting arm 13 is connected with the adjusting groove 3, and the other end of the supporting arm is connected with the telescopic rod 6 with scales.
The chassis 1 is provided with a bolt 14, and the bottom of the main support frame 2 is provided with a slot 15 matched with the bolt 14.
The main support frame 2 is of a cavity structure, the upper end of the side wall of the main support frame 2 is provided with a through hole I16, and an adjusting groove 3 is arranged below the through hole I16; one end of the fixed connecting rod 10 is provided with a through hole I16.
The GPS receiver fixing rod 4 is of a cavity structure, and a through hole I16 is formed in the lower end of the side wall of the GPS receiver fixing rod 4.
The front end of the telescopic rod 6 with the scales is provided with a through hole I16, a cylinder 17 is inserted into the through hole I16, and the cylinder 17 is arranged in a cavity of the GPS receiver fixing rod 4; the main support frame 2, the GPS receiver fixing rod 4, the fixing connecting rod 10 and the cylinder 17 are fastened through a fixing screw I18 penetrating through a through hole I16.
Take scale telescopic link 6 include five sections telescopic links at least, first section telescopic link both sides are equipped with level bubble I7 and fixed screw II 20.
The measuring device 9 comprises a box body 21, a measuring scale outlet is formed in the box body 21, a rotating shaft 22 is arranged in the box body 21, a measuring scale 23 is wound on the rotating shaft 22, and a bolt 14 and a handle 24 connected with the rotating shaft 22 are arranged outside the box body 21; the outlet of the measuring scale is parallel and level with the upper surface of the telescopic rod 6 with the scales.
The tail end of the telescopic rod 6 with the scales is provided with a semicircular hole 20.
The measuring scale 23 penetrates through the semicircular hole 20, and the tail end of the measuring scale is provided with a plumb bob 19.
Adopt auxiliary system carry out high accuracy skew location depth sounding, including following step:
(1) assembling a main support frame, a measuring device, a telescopic rod with scales and a GPS receiver fixing rod;
(2) placing the base at the boundary of the bank slope and the water surface, treading tightly to enable the disc surface of the chassis to be level with the water surface line, and inserting the slot in the center of the bottom of the main support frame into the chassis bolt;
(3) the telescopic rod with the scales in the contraction shape is pulled up to the horizontal position, the supporting arms at the two sides are fixed on the fixing screws II at the two sides of the first section of the telescopic rod, the telescopic rod is orthogonal to the supporting rod, and the GPS receiver is fixed at the top of the GPS receiver fixing rod;
(4) pulling out the measuring scale to the tail end of a telescopic rod with scales, and hanging a plumb bob;
(5) sequentially extending a fifth telescopic rod, a fourth telescopic rod, a third telescopic rod and a second telescopic rod to enable the plumb to be located above the position where the section data needs to be collected, adjusting the two leveling pipes to enable the bubble to be located at the center position, and releasing the measuring scale to enable the plumb to sink into the river bottom;
(6) reading the azimuth angle alpha of the telescopic rod through a compass; reading the scale of the telescopic rod to obtain the horizontal distance L1 from a measuring station to a plumb bob position (to-be-measured point), reading the reading of a measuring rule at a fixed screw I position to obtain L, calculating A to be L-L1+ H1 (fixed value 0.2m), obtaining the vertical distance from a receiver to the plumb bob position, starting the offset measurement of the GPS handbook, inputting the azimuth angle alpha, L1 (offset from the plumb bob position to a supporting rod) and A to the GPS handbook as the azimuth angle, the offset distance and the height respectively, and completing clicking to obtain the plane following elevation data of the plumb bob position;
(7) and (4) sequentially contracting the second section, the third section, the fourth section and the fifth section of the telescopic rods, and repeating the step (6) to read data to obtain the obtained section data.

Claims (9)

1. A high-precision offset positioning sounding auxiliary system comprises a chassis (1), and is characterized in that the system also comprises
The bottom end of the main support frame (2) is connected with the chassis (1), and the main support frame (2) is provided with an adjusting groove (3);
the GPS receiver fixing rod (4) is arranged at the top end of the main supporting frame (2), and a GPS receiver (5) is arranged on the GPS receiver fixing rod (4);
the front end of the telescopic rod (6) with scales is connected with the main support frame (2); a leveling bubble I (7) and a fixing screw II (8) are arranged on the telescopic rod (6) with the scale;
the measuring device (9) is connected with the upper end of the main support frame (2) through a fixed connecting rod (10); a compass (11) is arranged above the measuring device (9), and a leveling bubble II (12) is arranged on the side surface;
one end of the supporting arm (13) is connected with the adjusting groove (3), and the other end of the supporting arm is connected with the telescopic rod (6) with the scales.
2. A high-precision offset positioning depth measurement auxiliary system according to claim 1, wherein a latch (14) is provided on the chassis (1), and a slot (15) adapted to the latch (14) is provided at the bottom of the main supporting frame (2).
3. A high-precision offset positioning depth measurement auxiliary system according to claim 1, wherein the main support frame (2) is a cavity structure, a through hole I (16) is arranged at the upper end of the side wall of the main support frame (2), and an adjusting groove (3) is arranged below the through hole I (16); one end of the fixed connecting rod (10) is provided with a through hole I (16).
4. The high-precision offset positioning depth sounding auxiliary system of claim 1, wherein the GPS receiver fixing rod (4) is a hollow structure, and the lower end of the side wall of the GPS receiver fixing rod (4) is provided with a through hole I (16).
5. The high-precision offset positioning and depth sounding auxiliary system of claim 1, wherein the front end of the telescopic rod (6) with the scale is provided with a through hole I (16), a cylinder (17) is inserted into the through hole I (16), and the cylinder (17) is arranged in a cavity of a fixing rod (4) of a GPS receiver; the main support frame (2), the GPS receiver fixing rod (4), the fixing connecting rod (10) and the cylinder (17) are fastened through a fixing screw I (18) penetrating through the through hole I (16).
6. The high-precision offset positioning depth sounding auxiliary system of claim 1, wherein the telescopic rod (6) with the scale comprises at least five telescopic rods, and a leveling bubble I (7) and a fixing screw II (8) are arranged on two sides of the first telescopic rod.
7. The high-precision offset positioning depth measurement auxiliary system as claimed in claim 1, wherein the measuring device (9) comprises a box body (21), a measuring scale outlet is arranged on the box body (21), a rotating shaft (22) is arranged in the box body (21), a measuring scale (23) is wound on the rotating shaft (22), and a bolt (14) and a handle (24) connected with the rotating shaft (22) are arranged outside the box body (21); the outlet of the measuring scale is parallel and level with the upper surface of the telescopic rod (6) with the scale.
8. A high precision offset positioning sounding auxiliary system according to claim 6, characterized in that the end of the telescopic rod (6) with scale is provided with a semicircular hole (20).
9. A high accuracy offset positioning depth sounding auxiliary system according to claim 7, wherein the measuring ruler (23) passes through the semi-circular hole (20) and is provided with a plumb bob (19) at its end.
CN202020403333.XU 2020-03-26 2020-03-26 High-precision offset positioning and depth sounding auxiliary system Active CN211601934U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020403333.XU CN211601934U (en) 2020-03-26 2020-03-26 High-precision offset positioning and depth sounding auxiliary system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020403333.XU CN211601934U (en) 2020-03-26 2020-03-26 High-precision offset positioning and depth sounding auxiliary system

Publications (1)

Publication Number Publication Date
CN211601934U true CN211601934U (en) 2020-09-29

Family

ID=72582858

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020403333.XU Active CN211601934U (en) 2020-03-26 2020-03-26 High-precision offset positioning and depth sounding auxiliary system

Country Status (1)

Country Link
CN (1) CN211601934U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111366133A (en) * 2020-03-26 2020-07-03 王旭 High-precision offset positioning depth sounding auxiliary system and method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111366133A (en) * 2020-03-26 2020-07-03 王旭 High-precision offset positioning depth sounding auxiliary system and method

Similar Documents

Publication Publication Date Title
CN111366133B (en) High-precision offset positioning depth sounding auxiliary system and method
CN113091852B (en) Large reservoir depth measurement reference field construction method and application
CN208059856U (en) Tunnel subsidence displacement monitor based on right angled triangle principle
CN211601934U (en) High-precision offset positioning and depth sounding auxiliary system
CN115014305B (en) Water area surveying and mapping device and method for surveying and mapping ocean engineering
CN210741472U (en) Multifunctional level detector
CN108489455B (en) Method for measuring internal structure of sewage open caisson
CN104075689A (en) Sludge tidal flat beach face elevation observer and application method thereof
CN209541687U (en) A kind of cross distribution point method measurement combined bay
CN109521183B (en) Slope surface water and soil loss amount measuring instrument and using method thereof
CN209147981U (en) A kind of new pattern laser formula pillar slope instrument
CN113758471A (en) Bracket type water depth measuring device
CN211855286U (en) Be used for perpendicular deep basal pit elevation measurement sopwith staff
CN113959409A (en) Portable slope ratio measuring device
CN111649720A (en) Device and method for monitoring settlement of working base point of large-gradient tunnel
CN208588447U (en) Drill underground water level measurement device
CN102506831A (en) Method for drawing isobath of lake
CN216206313U (en) Bracket type water depth measuring device
CN111521159A (en) Multifunctional sounding rod
CN212254273U (en) Tidal level checking device of shoreside self-recording water level meter
CN206832236U (en) A kind of shoal Section measuring system based on aircushion vehicle platform
CN215984531U (en) Slope detection device for supervision
CN220649478U (en) Auxiliary device for measuring levelness of deck plates of ocean platform
CN219301631U (en) Compass for geological mineral exploration
CN217210857U (en) Slope appearance of water conservancy water and electricity reconnaissance

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant