CN105651250A - Mountainous-area tower footing section measuring scale - Google Patents

Mountainous-area tower footing section measuring scale Download PDF

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Publication number
CN105651250A
CN105651250A CN201610226356.6A CN201610226356A CN105651250A CN 105651250 A CN105651250 A CN 105651250A CN 201610226356 A CN201610226356 A CN 201610226356A CN 105651250 A CN105651250 A CN 105651250A
Authority
CN
China
Prior art keywords
bluetooth transmission
mountainous
chi
transmission module
horizon sensor
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.)
Pending
Application number
CN201610226356.6A
Other languages
Chinese (zh)
Inventor
刘瑞
宋庆志
王应新
束庆波
程鑫
卢轶然
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.)
Anhui Huadian Engineering Consulting and Design Co Ltd
Original Assignee
Anhui Huadian Engineering Consulting and Design 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 Anhui Huadian Engineering Consulting and Design Co Ltd filed Critical Anhui Huadian Engineering Consulting and Design Co Ltd
Priority to CN201610226356.6A priority Critical patent/CN105651250A/en
Publication of CN105651250A publication Critical patent/CN105651250A/en
Pending legal-status Critical Current

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Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C7/00Tracing profiles

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  • Engineering & Computer Science (AREA)
  • Multimedia (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)

Abstract

The invention discloses a mountainous-area tower footing section measuring scale. The mountainous-area tower footing section measuring scale comprises a plurality of unit scales, wherein the plurality of unit scales are hinged to one another end to end; a horizontal sensor and a Bluetooth transmission module, which are in wireless communication connection with a data receiving terminal, are arranged in the middle of a scale body of each unit scale; the horizontal sensors are connected with the Bluetooth transmission modules; weight-reduction holes are formed in the two sides of the horizontal sensors and the Bluetooth transmission modules respectively; and positioning holes are formed in the outer sides of the weight-reduction holes. The mountainous-area tower footing section measuring scale is novel in structural design and a user can measure a mountainous-area tower footing section at any time without waiting for signals in a use process; and forests do not need to be cut down in a large area.

Description

A kind of mountain area column foot section survey chi
Technical field:
The present invention relates to dip stick, particularly relate to a kind of mountain area column foot section survey chi.
Background technology:
In the overhead transmission line of current mountain area, after Ta Wei center is decided, need to measure four tower leg directions or four tower leg directions, circuit fore-and-aft direction and two cross-arm directions according to designing requirement and amount to the hypsography change in eight directions, and be finally supplied to structural design personnel with the form of tower base sectional drawing in CAD.
The mode adopted at present is GPS measuring point or sets up total powerstation measuring point at Ta Wei center, and the outstanding problem of both approaches is in that to need to cut down a large amount of forest, and GPS receiver satellite-signal needs overhead unobstructed, and needs to wait that gps signal receives chain success. And total powerstation needs intervisibility, the column foot section measuring wall scroll survey line 15m needs the space of felling nearly hundred square metres, even if handling felling operation licence, such operation not only causes the waste of ample resources, and cut down the time delayed, also make the efficiency of field operation be substantially reduced.
Summary of the invention:
It is an object of the invention to provide a kind of mountain area column foot section survey chi, novel in structural design is reasonable, need not wait signal, can carry out the measurement of mountain area column foot section at any time, it is not necessary to large area cuts down forest during use.
Technical scheme is as follows:
Mountain area column foot section survey chi, it is characterized in that, including multiple unit chis, multiple unit chis head and the tail are hinged, wherein it is provided with the horizon sensor and Bluetooth transmission module that are connected with data receiving terminal wireless telecommunications in the middle part of the blade of each unit chi, horizon sensor is connected with Bluetooth transmission module, and horizon sensor and Bluetooth transmission module are respectively provided on two sides with lightening hole, and the outside of lightening hole is provided with hole, location.
Described mountain area column foot section survey chi, it is characterised in that described horizon sensor adopts electric slope angle sensor.
Described mountain area column foot section survey chi, it is characterised in that described lightening hole is bar hole.
Described mountain area column foot section survey chi, it is characterised in that described horizon sensor and Bluetooth transmission module laminate and be arranged in the middle part of blade, and Bluetooth transmission module may be located at the either above or below of horizon sensor.
The invention have the advantage that
Present configuration is novel in design, need not wait signal, can carry out the measurement of mountain area column foot section at any time, it is not necessary to large area cuts down forest during use.
Accompanying drawing illustrates:
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the unit chi structural representation of the present invention.
Fig. 3 is the measuring principle figure of the present invention.
Detailed description of the invention:
Referring to accompanying drawing:
Mountain area column foot section survey chi, including multiple unit chis 1, multiple unit chis 1 are hinged by bearing iron hinge 6 head and the tail, wherein it is provided with the horizon sensor 2 and Bluetooth transmission module 3 that are connected with data receiving terminal wireless telecommunications in the middle part of the blade of each unit chi 1, horizon sensor 2 adopts electric slope angle sensor, horizon sensor 2 is connected with Bluetooth transmission module 3, horizon sensor 2 and Bluetooth transmission module 3 are respectively provided on two sides with lightening hole 4, lightening hole 4 is bar hole, and the outside of lightening hole 4 is provided with hole 5, location.
Horizon sensor 2 and Bluetooth transmission module 3 laminate and are arranged in the middle part of blade, and Bluetooth transmission module 3 may be located at the either above or below of horizon sensor 2.
Operation principle:
Owing to each line of direction is the broken line of a reaction topography variation, therefore the folding ruler being considered as measured length pastes earth's surface along tested line of direction and arranges, then namely this folding ruler represents the change of landform on this line of direction. Each length of folding ruler is certain, if the blade angle of the record each unit length of folding ruler, the i.e. situation of known whole piece line of direction.
Angle can adopt electric slope angle sensor to gather data, it is stipulated that updip is positive-angle, has a down dip as negative angle, and shows record on the terminal device, so, just can give expression to the topographic features of this section in CAD according to record.
The present invention includes unit chi 1, bearing iron hinge 6, electric slope angle sensor and terminal outut device. According to general measure experience, the general 1m ~ 3m of column foot section adopts a section point, for the purpose of precisely, every section of chi is growth 50cm. Whole section of chi can adopt 10 sections (5m) as required, 20 sections of (10m) equal-specifications, herein using 10 sections (5m) as object designs. So, the section line of a 10m is just showed by 20 sections of broken lines, it is possible to have 21 data points. Blade adopts 7075 high-strength aluminum alloy materials, wide 40mm, thick 3mm. Blade is reduced light holes and is beneficial to carry, and this lightening core also helps and fixes (utilizing alignment pin and ground to fix) when laying dip stick with ground, and to prevent blade from sliding, every section of chi is connected by bearing iron hinge. Every section of chi centre disposes obliquity sensor, and by wireless blue tooth, terminal unit can show the angle of inclination of 10 sections of chis, and stores record.
Angle measuring sensor adopts MCU+MPU6050 scheme, and volume is little, and resolution is high, Digital Transmission. Size 15.5mm*11.5mm*2.0mm, it is possible to be placed on the thick blade stage casing of 3mm. Adopting serial communication (baud rate 9600,115200), IIC communicates (only reading initial data). Power demands: 3-5v, precision: 0.01 degree.
Bluetooth transmission module adopts ultra-small volume CC2541 scheme, and volume is 14.2*11*1.7mm, is equally conveniently positioned over blade stage casing. Transmission range reaches 50m, speed 4kb/s. This module conveniently carries out secondary development.
Every section of chi adopts independent CR2032 battery to power.
During use, first determine the section direction of tower position Center stake and needs, then one end of dip stick is fixed on tower position place, launches whole chi and ground laminating successively, after static, terminal unit can read level angle data the record of every section of chi, owing to every section of chi length is fixed, therefore survey line sectional drawing can be drawn easily in CAD according to obtaining data, if a bar rule can not meet the long requirement of survey, end to end means can be used to increase survey line length, with the long requirement of satisfied survey.

Claims (4)

1. a mountain area column foot section survey chi, it is characterized in that: include multiple unit chi, multiple unit chis head and the tail are hinged, wherein it is provided with the horizon sensor and Bluetooth transmission module that are connected with data receiving terminal wireless telecommunications in the middle part of the blade of each unit chi, horizon sensor is connected with Bluetooth transmission module, horizon sensor and Bluetooth transmission module are respectively provided on two sides with lightening hole, and the outside of lightening hole is provided with hole, location.
2. mountain area according to claim 1 column foot section survey chi, it is characterised in that: described horizon sensor adopts electric slope angle sensor.
3. mountain area according to claim 1 column foot section survey chi, it is characterised in that: described lightening hole is bar hole.
4. mountain area according to claim 1 column foot section survey chi, it is characterised in that: described horizon sensor and Bluetooth transmission module laminate and are arranged in the middle part of blade, and Bluetooth transmission module may be located at the either above or below of horizon sensor.
CN201610226356.6A 2016-04-13 2016-04-13 Mountainous-area tower footing section measuring scale Pending CN105651250A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610226356.6A CN105651250A (en) 2016-04-13 2016-04-13 Mountainous-area tower footing section measuring scale

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610226356.6A CN105651250A (en) 2016-04-13 2016-04-13 Mountainous-area tower footing section measuring scale

Publications (1)

Publication Number Publication Date
CN105651250A true CN105651250A (en) 2016-06-08

Family

ID=56497307

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610226356.6A Pending CN105651250A (en) 2016-04-13 2016-04-13 Mountainous-area tower footing section measuring scale

Country Status (1)

Country Link
CN (1) CN105651250A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109029393A (en) * 2018-07-13 2018-12-18 中国能源建设集团安徽省电力设计院有限公司 For assisting the photoelectricity instrument of alignment in the thick forest of mountain area

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011174351A (en) * 2010-02-23 2011-09-08 Yasuhiro Deguchi Measurement management method for confirming safety of train travel
CN102944221A (en) * 2012-12-04 2013-02-27 天津市市政工程设计研究院 System for automatically monitoring vertical displacement of operation track
CN103983246A (en) * 2014-05-29 2014-08-13 中铁二十局集团第二工程有限公司 Method and device for measuring full-section deformation of tunnel
CN204007597U (en) * 2014-03-05 2014-12-10 广州市地下铁道总公司 Tunnel cross section convergence distortion automatic monitoring system
CN104764435A (en) * 2014-01-07 2015-07-08 广州市科创电脑技术开发有限公司 Intelligent surveying and mapping system and method
CN105136115A (en) * 2015-10-08 2015-12-09 北京中力智研物联科技有限公司 Method and device for automatic measurement of tunnel section deformation
CN105452805A (en) * 2013-05-02 2016-03-30 059312N.B.有限公司 Cyclical sensor array

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011174351A (en) * 2010-02-23 2011-09-08 Yasuhiro Deguchi Measurement management method for confirming safety of train travel
CN102944221A (en) * 2012-12-04 2013-02-27 天津市市政工程设计研究院 System for automatically monitoring vertical displacement of operation track
CN105452805A (en) * 2013-05-02 2016-03-30 059312N.B.有限公司 Cyclical sensor array
CN104764435A (en) * 2014-01-07 2015-07-08 广州市科创电脑技术开发有限公司 Intelligent surveying and mapping system and method
CN204007597U (en) * 2014-03-05 2014-12-10 广州市地下铁道总公司 Tunnel cross section convergence distortion automatic monitoring system
CN103983246A (en) * 2014-05-29 2014-08-13 中铁二十局集团第二工程有限公司 Method and device for measuring full-section deformation of tunnel
CN105136115A (en) * 2015-10-08 2015-12-09 北京中力智研物联科技有限公司 Method and device for automatic measurement of tunnel section deformation

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109029393A (en) * 2018-07-13 2018-12-18 中国能源建设集团安徽省电力设计院有限公司 For assisting the photoelectricity instrument of alignment in the thick forest of mountain area
CN109029393B (en) * 2018-07-13 2023-12-12 中国能源建设集团安徽省电力设计院有限公司 Photoelectric instrument for assisting line setting in mountain area close forest

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Application publication date: 20160608

RJ01 Rejection of invention patent application after publication