CN201876266U - Device for measuring pipeline track - Google Patents

Device for measuring pipeline track Download PDF

Info

Publication number
CN201876266U
CN201876266U CN2010205985543U CN201020598554U CN201876266U CN 201876266 U CN201876266 U CN 201876266U CN 2010205985543 U CN2010205985543 U CN 2010205985543U CN 201020598554 U CN201020598554 U CN 201020598554U CN 201876266 U CN201876266 U CN 201876266U
Authority
CN
China
Prior art keywords
pipeline
data
track
alpha
measuring
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
Application number
CN2010205985543U
Other languages
Chinese (zh)
Inventor
李志新
王箭羽
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.)
Beijing Liuhe Greatness Technology Co., Ltd.
Original Assignee
BEIJING LIUHE GREATNESS TECHNOLOGY 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 BEIJING LIUHE GREATNESS TECHNOLOGY CO LTD filed Critical BEIJING LIUHE GREATNESS TECHNOLOGY CO LTD
Priority to CN2010205985543U priority Critical patent/CN201876266U/en
Application granted granted Critical
Publication of CN201876266U publication Critical patent/CN201876266U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Length Measuring Devices With Unspecified Measuring Means (AREA)

Abstract

A device for measuring a pipeline track consists of a measuring part, a power supply part and righting devices, wherein the measuring part is connected with the power supply part in a hinged manner; the righting devices are mounted on the measuring part and the power supply part respectively and ensure that data measured by the measuring part are closer to the actual track of the pipeline; a small-diameter exploring tube is applied to the measuring part and matched with the righting devices in different diameters, so that the device can be applied to the pipelines in different diameters; when the device is being measured, the exploring tube enters from one end of the pipeline and the posture of the instrument is ensured to be consistent with the actual posture of the axial line in the pipeline by using the righting devices; the data are acquired according to the preset work mode; and the exploring tube is pulled by a lightweight winch to the other end of the pipeline. The data acquired by the exploring tube is processed by upper computer software so as to prevent the data errors of the pipeline track from being accumulated. According to the data processing system, by adopting a method of calculating from two ends to the middle, the accumulated errors are reduced.

Description

A kind of device that is used for the pipeline trajectory measurement
Affiliated technical field
The utility model relates to a kind of device of pipeline trajectory measurement, is specifically related in the municipal construction device to the trajectory measurement of existing pipeline.
Background technology
At present, the pipeline trajectory measurement is widely used in the municipal construction of city, to of the remote past or before the track of embedded pipe can not determine, and then influenced the design of new pipeline track, so, in new design pipeline track, need measure the track of embedded pipe in advance, so that the pipeline of in new design or work progress, avoiding having buried.Pipeline trajectory measurement instrument for electromagnetism pipeline orientator commonly used in the engineering and spy end radar type on the size, generally be applicable to that all endoporus surpasses the pipeline of 80mm, and internal diameter can't enter then and well set upright and measure less than the duct survey instrument of 80mm.The purpose of this utility model is exactly in order to solve the measurement of small-bore tubing road track, also be adapted to simultaneously the measurement of large diameter pipeline track, in addition, a kind of data processing Calculation Method is provided, thereby the track that makes measurement is more near the actual path of pipeline, so that the more basic data that design is provided, constructs to municipal sector.
Summary of the invention
Change the surveying instrument of various outer diameter in order to solve the internal diameter of the pipeline different needs, the utility model provides a kind of device that is used for the pipeline trajectory measurement, can under the pipeline of different inner diameters, realize measuring, reduce measuring error by data handling system simultaneously, double measuring accuracy.
The technical scheme that its technical matters that solves the utility model adopts is: by measure portion, power pack, erection device is formed, can be divided into one or more pipe nipple, be convenient to instrument by the little pipeline of radius of turn, adopt between pipe nipple and flexibly connect, each pipe nipple is equipped with erection device, the data that erection device assurance measure portion is measured and the actual path of pipeline are more approaching, measure portion adopts the minor diameter inserting tube, the erection device of supporting different-diameter, so that be applicable to the pipeline of different-diameter, during measurement, inserting tube enters from an end of pipeline, the actual attitude that guarantees instrument attitude and pipeline axis by erection device is consistent, carries out image data according to the mode of operation that sets in advance, and the other end of pipeline arrives the other end of pipeline with the winch pulling inserting tube of lightweight.Use the data point staging treating of data processing software with whole collection, handle data earlier from first to mid point, draw out the track of half pipeline, and then from the mid point to the terminal point, draw the track of other half pipeline, at last two pipeline tracks are merged, to reduce cumulative errors, main performing step has:
Calculate the vertical depth increment of current data point earlier;
Calculate the ordinate of orthogonal axes increment of current data point then;
Calculate the transverse axis increment of coordinate of current data point again;
Calculate the horizontal shift of current data point at last.
The beneficial effects of the utility model are, and are by joining the pipeline of the suitable different inner diameters of different erection devices, simple in structure.Reduce cumulative errors by carrying out Calculation Method to the centre, double measuring accuracy from the management two ends.
Description of drawings
Accompanying drawing is a measurement mechanism one-piece construction sectional view
Among the figure, 1. measure portion, 2. power pack, 3. erection device
Embodiment
In order to make those skilled in the art person understand the scheme that the utility model method is implemented better, the technical scheme to the device of implementing the pipeline trajectory measurement describes below.
The utility model is a measuring sensor by three mutual uneven acceleration transducers and three mutual uneven geomagnetic sensors on principle, by measure terrestrial gravitation at component on three sensors and terrestrial magnetic field the component on three geomagnetic sensors, determine the attitude of measure portion with respect to gravity field and terrestrial magnetic field.
In the realization of structure, with reference to accompanying drawing, mainly form by measure portion (1), power pack (2), erection device (3), can be divided into one or more pipe nipple, be convenient to instrument by the little pipeline of radius of turn, adopt between pipe nipple to flexibly connect, each pipe nipple is equipped with erection device (3), and erection device (3) guarantees that surveying instrument is in the center of pipeline.
In the actual measurement of carrying out the pipeline track, this pipeline trajectory measurement instrument carries out moving of fixed range under the pulling of winch.In moving process, by control to the time, instrument carries out in the gatherer process of data during pause, can produce error inevitably, will cause so finally according to this fixing error of the relative coordinate calculated of three parameters in inclination angle, orientation of displacement and apparatus measures, image data is many more, and distance is long more, and then cumulative errors can be big more.Based on this kind situation, the computing method that the utility model provides are the data point staging treating with whole collection, handle the data from first to mid point earlier, draw out the track of half pipeline, and then from the mid point to the terminal point, draw the track of other half pipeline, calculate tracks with two at last and merge.Data after according to said method handling, whole error just can reduce half.Below calculation process is described:
In the measurement, it is X rice (X is an even number) that our hypothesis is selected the distance that B selects from A, whenever move predetermined 1 meter measure portion image data of distance once, so from A to the B image data, actual acquisition is counted and is (X+1) point, mid point is the X/2+1 point so, and then value of fathoming of inclination angle, the orientation number of degrees of each point that goes out according to apparatus measures and each data point of inserting, by the track computing, obtain in the horizontal projection of each measurement point each point coordinate (H, S) in each point coordinate (N, E) and vertical section.Carry out graphic plotting according to these two kinds of coordinate figures, just can obtain pipeline accurately level overlook trajectory diagram and lateral vertical side sectional view, below be the content of track arithmetic section:
Each project of measuring channel trajectory measurement
A inclination alpha unit (°)
B position angle φ unit (°)
C measures length L unit (m)
Each project that pipeline calculates:
A) the vertical depth incremental computations of current data point:
ΔHi = ΔLi 2 ( sin a i - 1 + cos a i ) 2 Δα 2 + Δφ 2 sin 2 α i + α i - 1 2 Δα 2 + Δφ 2 sin 2 α i + α i - 1 2 2
B) the ordinate of orthogonal axes incremental computations of current data point
ΔN i = ΔL i 2 ( sin α i - 1 cos φ i - 1 + sin α i cos φ i ) 2 Δα 2 + Δφ 2 sin 2 α i + α i - 1 2 tg Δα 2 + Δφ 2 sin 2 α i + α i - 1 2 2
C) the transverse axis increment of coordinate of current data point calculates
ΔE i = ΔL i 2 ( sin α i - 1 sin φ i - 1 + sin α i sin φ i ) 2 Δα 2 + Δφ 2 sin 2 α i + α i - 1 2 tg Δα 2 + Δφ 2 sin 2 α i + α i - 1 2 2
D) horizontal shift of current data point
S i = ( N 0 - N i ) 2 + ( E 0 - E i ) 2
After calculating is finished, can be with (N I-1+ Δ N i) carry out the drafting of level and vertical two figure according to the coordinate result who calculates.
More than the embodiment of the utility model method and system is described in detail, and set forth embodiment and realized the method that the output data precision improves in actual use.The explanation of above examples of implementation just is used for helping to understand the utility model; Simultaneously, for one of ordinary skill in the art, according to the thought of the utility model method, the part that all can change in specific embodiments and applications, in sum, this description should not be construed as the restriction that this method utility model is used.

Claims (1)

1. device that is used for the pipeline trajectory measurement, mainly form by measure portion (1), power pack (2), erection device (3), it is characterized in that to be divided into one or more pipe nipple, be convenient to instrument by the little pipeline of radius of turn, adopt between pipe nipple to flexibly connect, each pipe nipple is equipped with erection device (3).
CN2010205985543U 2010-11-09 2010-11-09 Device for measuring pipeline track Expired - Fee Related CN201876266U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010205985543U CN201876266U (en) 2010-11-09 2010-11-09 Device for measuring pipeline track

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010205985543U CN201876266U (en) 2010-11-09 2010-11-09 Device for measuring pipeline track

Publications (1)

Publication Number Publication Date
CN201876266U true CN201876266U (en) 2011-06-22

Family

ID=44164182

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010205985543U Expired - Fee Related CN201876266U (en) 2010-11-09 2010-11-09 Device for measuring pipeline track

Country Status (1)

Country Link
CN (1) CN201876266U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107664777A (en) * 2017-11-20 2018-02-06 中国地质科学院岩溶地质研究所 A kind of subterranean stream pipeline three-dimensional track detector
CN112696614A (en) * 2019-10-23 2021-04-23 航天科工惯性技术有限公司 Sealing cabin for underground pipeline positioning device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107664777A (en) * 2017-11-20 2018-02-06 中国地质科学院岩溶地质研究所 A kind of subterranean stream pipeline three-dimensional track detector
CN112696614A (en) * 2019-10-23 2021-04-23 航天科工惯性技术有限公司 Sealing cabin for underground pipeline positioning device

Similar Documents

Publication Publication Date Title
CN104235618B (en) MEMS (Micro Electro Mechanical System) inertial measurement unit-based pipeline surveying and mapping and defect positioning device and pipeline surveying and mapping and defect positioning method thereof
CN106524936B (en) A kind of tunneltron canopy deformation monitoring method
CN110109191B (en) Underground pipeline detection method based on combination of MEMS and odometer
CN104343438A (en) Rotating magnetic field distance measuring instrument for measuring relative drilling distance and measurement method thereof
CN202391408U (en) Anti-collision range unit based on alternating magnetic field measurement
CN105318890A (en) Three-dimensional track detection system
CN106290968A (en) A kind of large space pulsatile flow field three-dimension measuring system and measuring method
Chen et al. Internal deformation monitoring for earth-rockfill dam via high-precision flexible pipeline measurements
CN201876266U (en) Device for measuring pipeline track
CN104777510B (en) A kind of autonomous type multi-mode composite pipeline location exploration system and its implementation
CN105444711A (en) Anti-torsion universal deep-hole inclinometry method, anti-torsion universal deep-hole inclinometer and anti-torsion universal deep-hole inclinometry system
CN106855410A (en) A kind of underground piping positioning measurement equipment based on inertial technology
CN206020457U (en) A kind of five-hole probe based on inertial sensor
CN102481089B (en) Endoscope shape detection device and method for detecting shape of inserted part of endoscope
CN107966138B (en) Underground pipeline accurate positioning method based on single pipe orifice geographical coordinate information
CN104060983B (en) Wired earth magnetism is with drill guide instrument and measuring method
JP5468315B2 (en) Drilling position measuring method and system
CN109115215B (en) Universal wheel system for inertial navigation positioning measurement
JP2015025763A (en) Piping position measurement system using multi-joint angle sensor
CN203961957U (en) Wired earth magnetism is with drill guide instrument
CN203177862U (en) In-service pipeline inertial navigation measuring system
CN115200487A (en) Safety measuring device and safety evaluation method for large-diameter pipeline
CN201034607Y (en) Underground pipeline measuring systems based on inertia technology
CN205138495U (en) Straightness data acquisition guiding ruler device is erected to absorption formula
CN104316017B (en) A kind of three section gauge methods of cylindricity

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: BEIJING LIUHE GREATNESS TECHNOLOGY CO., LTD.

Free format text: FORMER NAME: BEIJIN LIUHE GREATNESS TECHNOLOGY CO., LTD.

CP01 Change in the name or title of a patent holder

Address after: 100070 Beijing, Fengtai District, South Fourth Ring Road West, No. 12, building 188, floor 39

Patentee after: Beijing Liuhe Greatness Technology Co., Ltd.

Address before: 100070 Beijing, Fengtai District, South Fourth Ring Road West, No. 12, building 188, floor 39

Patentee before: Beijing Liuhe Greatness Technology Co.,Ltd.

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110622

Termination date: 20151109

EXPY Termination of patent right or utility model