CN106052507A - Measuring tool and method for general investigation of pipeline in comprehensive pipe gallery - Google Patents

Measuring tool and method for general investigation of pipeline in comprehensive pipe gallery Download PDF

Info

Publication number
CN106052507A
CN106052507A CN201610380956.8A CN201610380956A CN106052507A CN 106052507 A CN106052507 A CN 106052507A CN 201610380956 A CN201610380956 A CN 201610380956A CN 106052507 A CN106052507 A CN 106052507A
Authority
CN
China
Prior art keywords
pipe gallery
ruler
mark post
pipeline
pipe
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.)
Granted
Application number
CN201610380956.8A
Other languages
Chinese (zh)
Other versions
CN106052507B (en
Inventor
黄鹏
刘建英
邵成立
朱祥山
于浩
李彬
郭永强
刘来永
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.)
QINGDAO INSTITUTE OF SURVEYING AND MAPPING SURVEY
Original Assignee
QINGDAO INSTITUTE OF SURVEYING AND MAPPING SURVEY
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 QINGDAO INSTITUTE OF SURVEYING AND MAPPING SURVEY filed Critical QINGDAO INSTITUTE OF SURVEYING AND MAPPING SURVEY
Priority to CN201610380956.8A priority Critical patent/CN106052507B/en
Publication of CN106052507A publication Critical patent/CN106052507A/en
Application granted granted Critical
Publication of CN106052507B publication Critical patent/CN106052507B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B5/00Measuring arrangements characterised by the use of mechanical techniques

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Sewage (AREA)

Abstract

The invention relates to the technical field of general investigation of pipelines in a comprehensive pipe gallery, in particular to a measuring tool and a measuring method for general investigation of the pipelines in the comprehensive pipe gallery. The measuring tool comprises a plumbing ruler and a measuring ruler, wherein the plumbing ruler is composed of a cross-shaped ruler provided with graduations, a plumb and a steel wire rope; one end of the steel wire rope passes through the center of an intersection of the cross-shaped ruler and is fixed with the cross-shaped ruler, and the other end is connected with the plumb; the measuring ruler is composed of a fixed ruler, a sliding ruler and a mark post provided with graduations; the mark post is vertically fixed on the fixed ruler; and the sliding ruler sleeves the mark post, and can slide on the mark post. The measuring tool and the measuring method for general investigation of the pipeline in the comprehensive pipe gallery utilize the known comprehensive pipe gallery box body data, measure various kinds of unknown pipeline data in the comprehensive pipe gallery, ensure the correctness of relative positions of the various pipelines, improve the working efficiency and realize the consistency between the comprehensive pipe gallery box body data and the pipeline data in the comprehensive pipe gallery.

Description

Pipe gallery gut line generaI investigation survey tool and method
Technical field
The present invention relates to pipe gallery gut line generaI investigation technical field, be specifically related to the measurement of pipe gallery gut line generaI investigation Tool and method.
Background technology
Pipe gallery is an important content in urban infrastructure, for preferably grasping dividing of pipe gallery gut line Cloth and trend, guarantee the integrity of underground pipe network data message and threedimensional model, provide number reliably for work such as planning constructions According to support, the general census of pipe gallery gut line need to be carried out on the basis of conventional pipeline is generally investigated.
Conventional pipeline surveying method poor effect in piping lane, is primarily due to: 1, ground control point is introduced integrated pipe In corridor, complex procedures, poor practicability, precision is low;2, dark in pipe gallery, sets up instrument, measures pipe point difficulty;3, survey Amount achievement is it is difficult to ensure that parallel with piping lane, and relative position is inaccurate;4, relatively costly, laying control point, field data acquisition data are taken Time laborious;5, the purpose of pipeline surveying is to be managed pipeline, safeguard and protecting, and the pipeline within pipe gallery is Through there is no destroyed risk, therefore more important than absolute position with the relative position relation of pipe gallery;6, pipe gallery goes out Entrance is generally vertical shaft, the most relatively hazardous, and conventional measuring equipment (total powerstation, level gauge) volume is big and valuable, is susceptible to touch Hit, cause damage.7, pipe gallery gut line affiliated facility is many, and generally protrudes line segments, with general measure instrument relatively Difficult measurement is to accurate location.
Owing to conventional pipeline surveying method is not particularly suited for the generaI investigation of pipe gallery gut line, in order to accurate, full and accurate Obtain pipeline data, it is necessary to formulate practicable embodiment, and coordinate suitable survey tool, guarantee project suitable Profit is implemented.
Summary of the invention
The invention aims to overcome difficulty of the prior art, provide a kind of pipe gallery gut line generaI investigation to measure Instrument and method, the accurate acquisition of all kinds of pipeline data in realizing piping lane.
To achieve these goals, the technical solution used in the present invention is: pipe gallery gut line generaI investigation survey tool, bag Include cultellation chi and dip stick;Described cultellation chi is made up of Cross ruler with a scale, vertical and steel wire rope;One end of steel wire rope is worn Crossing center, Cross ruler cross point, and fix with Cross ruler, the other end connects vertical;Described dip stick is by fixed ruler, slip chi With mark post composition with a scale;Mark post is vertically fixed on fixed ruler;Slip chi is enclosed within mark post, can slide on mark post.
With scale on described Cross ruler.
Described mark post is scalable mark post.
Another technical scheme of the present invention is: pipe gallery gut line generaI investigation measuring method, comprises the following steps: step 1, cultellation: by the Cross ruler on cultellation chi across on manhole, regulated the position of Cross ruler by the scale on Cross ruler, Make vertical be positioned at the center of manhole, the vertical with steel wire rope is put down, until above pipe gallery inner bottom, after stable, Labelling cultellation position;
Step 2, a measurement point position:
(1), the mark post end of dip stick being directed at cultellation position, fixed ruler is close to pipe gallery inwall;
(2), the reading read on mark post, obtain distance A of pipeline and pipe gallery inwall;
(3), measure pipe point to distance B of mark post, obtain the relative position of pipe point and piping lane inwall;
(4), by fixed ruler it is close to pipe gallery inner bottom, slip chi is lain in above pipeline, by reading the reading on mark post Obtain the discrepancy in elevation of pipeline and pipe gallery inner bottom;
(5), in pipeline surveying in industry Become the picture software, by the tube wall of pipe gallery and manhole position plotting figure, then will Pipe gallery inwall, to pipeline direction translation distance A, is made vertical line by cultellation position to pipe gallery inwall, by the vertical line that done to Pipe point direction translation distance B, the intersection point of two lines is the absolute position of pipe point;
(6), on the basis of the inner bottom elevation of pipe gallery, the discrepancy in elevation of the pipeline of superposition dip stick actual quantities to pipe gallery inner bottom, It is calculated the absolute elevation on line pipe top;
Step 3, repetitive operation step 1~2, i.e. complete the measurement work of pipe gallery gut line generaI investigation.
The pipe gallery gut line generaI investigation survey tool of the present invention and method, survey tool simple structure is light, measurement side Method is simple, utilizes known pipe gallery casing data, and all kinds of pipeline data unknown in measuring pipe gallery both ensure that each Class pipeline, relative to the correctness of position, improves again work efficiency, and achieves in pipe gallery casing data and pipe gallery The concordance of pipeline data.Measurement results accurately and reliably, has preferable effect to the generaI investigation of piping lane gut line.
Accompanying drawing explanation
Fig. 1 is the structural representation of the pipe gallery gut line generaI investigation survey tool cultellation chi of the present invention;
Fig. 2 is the structural representation of the pipe gallery inner tube generaI investigation survey tool dip stick of the present invention;
Fig. 3 is that instrumentation plan generally investigated by piping lane gut line.
There is embodiment
With embodiment, pipe gallery gut line generaI investigation survey tool and the method for the present invention are detailed Jie below in conjunction with the accompanying drawings Continue.
As depicted in figs. 1 and 2, the pipe gallery gut line generaI investigation survey tool of the present invention includes cultellation chi and dip stick two Part.Wherein: cultellation chi is made up of Cross ruler 1 with a scale, vertical 3 and steel wire rope 2.Cross ruler 1 is by two 1 meter of long sides Shape aluminium alloy is made, all with scale, and can be freely rotatable, it is circular feature according to pipe gallery manhole, Rotate Cross ruler and demarcate pipe gallery manhole center;Steel wire rope 2 one end through center, Cross ruler cross point and is fixed, Vertical 3 own wt is utilized to be thrown the center of manhole to pipe gallery inner bottom, for measuring pipe gallery inner tube point data Position is started in offer;Rope capacity can change, and meets the conduction of different depth manhole center.
Dip stick is made up of fixed ruler 4, slip chi 5 and the mark post 6 that can stretch, and the most telescopic mark post 6 is vertically solid It is scheduled on fixed ruler 4, and mark post 6 is marked with scale.According to the feature that pipe gallery inwall is the most smooth, by fixed ruler with comprehensive Piping lane inwall overlaps, it is ensured that mark post is vertical with piping lane inwall, utilizes telescopic mark post to demarcate the position of cultellation, and along mark post side Pipeline and the distance of pipe gallery inwall and the caliber of pipeline is measured to mobile slip chi;Fixed ruler is positioned over pipe gallery Bottom surface, moves slip chi, the height at the bottom of the caliber of measurement pipeline and Guan Dingzhi pipe gallery along mark post direction.
The pipe gallery gut line generaI investigation measuring method of the present invention, utilizes above-mentioned cultellation chi and dip stick instrument, additional general The logical instrument such as ribbon or hand-held diastimeter carries out the pipes investigation work in pipe gallery, and its operation principle is: according to " underground Pipeline detection code " regulation, when pipe gallery is completed mapping, measure pipe gallery inwall, inspection-pit (manhole), integrated pipe The plane of corridor inner bottom and absolute elevation data.Based on these given datas, inspection-pit Centre location data is transferred to Pipe gallery inner bottom position, as the foundation of starting at of pipe gallery gut line investigation absolute position, use dip stick measures comprehensive Conjunction piping lane gut line is relative to pipe gallery inwall and the relative position of inner bottom, and contacts according to foundation with starting at, thus realizes The collection of pipe gallery gut line absolute position data and arrangement.
The pipe gallery gut line generaI investigation measuring method of the present invention, with reference to Fig. 3, concrete operation step is as follows:
1, cultellation
By the Cross ruler on cultellation chi across on manhole, regulated the position of Cross ruler by the scale on chi, make vertical Position is positioned at the center of manhole, is put down by the vertical with steel wire rope, until above pipe gallery inner bottom, after stable, mark Note cultellation position, cultellation has worked.
2, some position is measured
A, by the position of most advanced and sophisticated for dip stick (mark post is away from fixed ruler one end) alignment institute cultellation, fixed ruler is close in pipe gallery Wall, it is ensured that dip stick is vertical with pipe gallery inwall;
B, by reading the reading on mark post, pipeline distance distance A1 of pipe gallery inwall, A2 can be obtained;As shown in Figure 3;
C, the instrument such as ribbon or hand-held diastimeter is utilized to measure pipe point to distance B1 of mark post, B2, it is possible to obtain pipe point 1 He Pipe point 2 is relative to the relative position of piping lane inwall;
D, fixed ruler is close to pipe gallery inner bottom, slip chi is lain in above pipeline, carry graduated mark post by reading On reading obtain the discrepancy in elevation of pipeline and pipe gallery inner bottom;
E, in pipeline surveying in industry Become the picture software, by the tube wall of pipe gallery and manhole position plotting figure, then will combine Conjunction piping lane inwall, to pipeline direction translation distance A1, is made vertical line by institute's cultellation (position of manhole) to pipe gallery inwall, will The vertical line done is to pipe point direction translation distance B1, and the intersection point of two lines is the absolute position (namely physical location) of pipe point 1, As a same reason can the position of pipe point 2;
F, on the basis of the inner bottom elevation of pipe gallery, the discrepancy in elevation of the pipeline of superposition dip stick actual quantities to pipe gallery inner bottom, meter Calculate the absolute elevation obtaining line pipe top;
Repetitive operation said process, it is possible to carry out the measurement work of pipe gallery gut line generaI investigation.

Claims (4)

1. pipe gallery gut line generaI investigation survey tool, it is characterised in that: include cultellation chi and dip stick;Described cultellation chi by Cross ruler, vertical and steel wire rope composition with a scale;One end of steel wire rope passes center, Cross ruler cross point, and solid with Cross ruler Fixed, the other end connects vertical;Described dip stick is made up of fixed ruler, slip chi and mark post with a scale;Mark post is vertically fixed On fixed ruler;Slip chi is enclosed within mark post, can slide on mark post.
Pipe gallery gut line the most according to claim 1 generaI investigation survey tool, it is characterised in that: on described Cross ruler With scale.
Pipe gallery gut line the most according to claim 1 generaI investigation survey tool, it is characterised in that: described mark post is can Flexible mark post.
4. pipe gallery gut line generaI investigation measuring method, comprise the following steps: step 1, cultellation: by the Cross ruler of cultellation chi across On manhole, regulated the position of Cross ruler by the scale on Cross ruler, make vertical be positioned at the center of manhole, will be with The vertical of steel wire rope puts down, until above pipe gallery inner bottom, after stable, labelling cultellation position;
Step 2, a measurement point position:
(1), the mark post end of dip stick being directed at cultellation position, fixed ruler is close to pipe gallery inwall;
(2), the reading read on mark post, obtain distance A of pipeline and pipe gallery inwall;
(3), measure pipe point to distance B of mark post, obtain the relative position of pipe point and piping lane inwall;
(4), by fixed ruler it is close to pipe gallery inner bottom, slip chi is lain in above pipeline, by reading the reading on mark post Obtain the discrepancy in elevation of pipeline and pipe gallery inner bottom;
(5), in pipeline surveying in industry Become the picture software, by the tube wall of pipe gallery and manhole position plotting figure, then will Pipe gallery inwall, to pipeline direction translation distance A, is made vertical line by cultellation position to pipe gallery inwall, by the vertical line that done to Pipe point direction translation distance B, the intersection point of two lines is the absolute position of pipe point;
(6), on the basis of the inner bottom elevation of pipe gallery, the discrepancy in elevation of the pipeline of superposition dip stick actual quantities to pipe gallery inner bottom, It is calculated the absolute elevation on line pipe top;
Step 3, repetitive operation step 1~2, i.e. complete the measurement work of pipe gallery gut line generaI investigation.
CN201610380956.8A 2016-06-01 2016-06-01 Pipe gallery gut line generally investigates survey tool and method Active CN106052507B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610380956.8A CN106052507B (en) 2016-06-01 2016-06-01 Pipe gallery gut line generally investigates survey tool and method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610380956.8A CN106052507B (en) 2016-06-01 2016-06-01 Pipe gallery gut line generally investigates survey tool and method

Publications (2)

Publication Number Publication Date
CN106052507A true CN106052507A (en) 2016-10-26
CN106052507B CN106052507B (en) 2018-07-03

Family

ID=57171710

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610380956.8A Active CN106052507B (en) 2016-06-01 2016-06-01 Pipe gallery gut line generally investigates survey tool and method

Country Status (1)

Country Link
CN (1) CN106052507B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108179744A (en) * 2018-02-13 2018-06-19 沈阳建筑大学 It is a kind of to be used to determine the device at casing center and its determining method when burying casing
CN113250465A (en) * 2021-04-15 2021-08-13 五冶集团上海有限公司 A cross scale for pile foundation steel reinforcement cage center location

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201262548Y (en) * 2008-09-18 2009-06-24 中船勘察设计研究院 Standard secondary ruler for measuring drainpipe height
CN202382743U (en) * 2011-12-14 2012-08-15 河南省电力勘测设计院 Intersection cultellation rapid measurement tool
CN103925913A (en) * 2014-04-30 2014-07-16 西安科技大学 Vertical shaft plumbing device
RU2013113198A (en) * 2013-03-25 2014-09-27 Общество С Ограниченной Ответственностью "Газпром Трансгаз Краснодар" DEVICE FOR MEASURING SPEED AND DIRECTION OF MOTION OF SOIL REGARDING UNDERGROUND PIPELINE
CN203928981U (en) * 2014-06-16 2014-11-05 无锡市政设计研究院有限公司 Two hook type underground pipeline survey bars
CN203964794U (en) * 2014-06-16 2014-11-26 中国核工业华兴建设有限公司 A kind of nuclear power station penetration piece is installed location Cross ruler
CN204388914U (en) * 2015-01-28 2015-06-10 无锡市政设计研究院有限公司 Missile silo volume visualization investigating system
CN205784943U (en) * 2016-06-01 2016-12-07 青岛市勘察测绘研究院 Pipe gallery gut line generaI investigation survey tool

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201262548Y (en) * 2008-09-18 2009-06-24 中船勘察设计研究院 Standard secondary ruler for measuring drainpipe height
CN202382743U (en) * 2011-12-14 2012-08-15 河南省电力勘测设计院 Intersection cultellation rapid measurement tool
RU2013113198A (en) * 2013-03-25 2014-09-27 Общество С Ограниченной Ответственностью "Газпром Трансгаз Краснодар" DEVICE FOR MEASURING SPEED AND DIRECTION OF MOTION OF SOIL REGARDING UNDERGROUND PIPELINE
CN103925913A (en) * 2014-04-30 2014-07-16 西安科技大学 Vertical shaft plumbing device
CN203928981U (en) * 2014-06-16 2014-11-05 无锡市政设计研究院有限公司 Two hook type underground pipeline survey bars
CN203964794U (en) * 2014-06-16 2014-11-26 中国核工业华兴建设有限公司 A kind of nuclear power station penetration piece is installed location Cross ruler
CN204388914U (en) * 2015-01-28 2015-06-10 无锡市政设计研究院有限公司 Missile silo volume visualization investigating system
CN205784943U (en) * 2016-06-01 2016-12-07 青岛市勘察测绘研究院 Pipe gallery gut line generaI investigation survey tool

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108179744A (en) * 2018-02-13 2018-06-19 沈阳建筑大学 It is a kind of to be used to determine the device at casing center and its determining method when burying casing
CN113250465A (en) * 2021-04-15 2021-08-13 五冶集团上海有限公司 A cross scale for pile foundation steel reinforcement cage center location

Also Published As

Publication number Publication date
CN106052507B (en) 2018-07-03

Similar Documents

Publication Publication Date Title
CN103148833B (en) Attitude of bed parameters acquisition and calculation methods
CN111429575A (en) Three-dimensional visual monitoring method, system, equipment and storage medium
CN107991081A (en) Benching tunnelling method construction tunnel country rock and supporting construction mechanical characteristic experimental system and method
CN211291358U (en) Device for rapidly measuring diameter of air pipe
CN105571567A (en) Rock core fissure measuring instrument and rock core fissure measuring method
CN106091958A (en) The method measuring circular arc works radius based on arc height chord length method
CN104569355B (en) A kind of surface soil corrodes measurement mechanism and method
CN103604425B (en) A kind of device for tunnel layout of the monitoring points and method of operating thereof
CN104482845A (en) Roadway section measuring instrument and measuring method
CN106052507A (en) Measuring tool and method for general investigation of pipeline in comprehensive pipe gallery
CN205784943U (en) Pipe gallery gut line generaI investigation survey tool
CN203657808U (en) Device for distributing tunnel monitoring points
CN205482955U (en) Device is laid to circular sample prescription
CN209416195U (en) Pole and tower foundation point hole constructing device
CN104213548B (en) The simple measurement method of the transmission tower foundation ground plane of fracture
CN203891086U (en) Measuring and reading tool set for monitoring the horizontal displacement of deep foundation pit with straight line reset method
CN108180892A (en) Composite level parametric measurement method
CN104032630A (en) Method for continuously measuring track settlement based on angle transmission
CN204679019U (en) A kind of protractor
KR101508795B1 (en) / Grade check with applying instant reading metric rod and laser level
CN209027949U (en) Concrete caving degree detecting device is used in a kind of construction of hotel
CN209589914U (en) A kind of soil surface electric potential gradient test device
CN209295806U (en) A kind of civil engineering measuring scale
CN208205995U (en) Shield machine shield body roundness measuring device
CN104457720A (en) Non-contact monitoring and measuring control marker post

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant