CN104457675B - Subway tunnel structure water leakage defect area features value measurement mechanism and method - Google Patents

Subway tunnel structure water leakage defect area features value measurement mechanism and method Download PDF

Info

Publication number
CN104457675B
CN104457675B CN201410811002.9A CN201410811002A CN104457675B CN 104457675 B CN104457675 B CN 104457675B CN 201410811002 A CN201410811002 A CN 201410811002A CN 104457675 B CN104457675 B CN 104457675B
Authority
CN
China
Prior art keywords
water leakage
data
value
disease
subway tunnel
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
CN201410811002.9A
Other languages
Chinese (zh)
Other versions
CN104457675A (en
Inventor
袁敏正
方恩权
刘学增
杨玲芝
何喆卿
邢良平
黄光楚
周振宇
唐世亮
王旭
邹团
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.)
Shanghai Tongyan Civil Engineering Technology Co Ltd
Guangzhou Metro Corp
Original Assignee
Shanghai Tongyan Civil Engineering Technology Co Ltd
Guangzhou Metro Corp
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 Shanghai Tongyan Civil Engineering Technology Co Ltd, Guangzhou Metro Corp filed Critical Shanghai Tongyan Civil Engineering Technology Co Ltd
Priority to CN201410811002.9A priority Critical patent/CN104457675B/en
Publication of CN104457675A publication Critical patent/CN104457675A/en
Application granted granted Critical
Publication of CN104457675B publication Critical patent/CN104457675B/en
Expired - Fee Related 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
    • G01B21/00Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
    • G01B21/28Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring areas

Abstract

The present invention relates to a kind of subway tunnel structure water leakage defect area features value measurement mechanism, including hand-held disease survey instrument and the characteristic value measurement module that is located in hand-held disease survey instrument, the characteristic value measurement module include:Standard data storage unit, for generating and storing the data standard of subway tunnel structure data and disease data;Base map generation unit is digitized, for generating the digitlization base map of corresponding subway tunnel structure according to data standard;Coordinate receiving unit, for receiving water leakage defect external boundary coordinate value;Area features value computing unit, for calculating the area features value of water leakage defect according to external boundary coordinate value and digitlization base map;Characteristic value output unit, the counted area features value based on exporting.Compared with prior art, the present invention has simple and convenient, high reliability.

Description

Subway tunnel structure water leakage defect area features value measurement mechanism and method
Technical field
The present invention relates to subway tunnel structure monitoring disease field, more particularly, to a kind of subway tunnel structure seepage edema Evil area features value measurement mechanism and method.
Background technology
Subway tunnel is the carrier of urban track traffic, and the work that can not be substituted is played in urban modernization process of construction With.Subway tunnel investment is big, the investment of over ten billion Yuan easily;Influence to operation scope is big, and the stoppage in transit in a certain section of tunnel may all give Upper hundreds of thousands of them's trip impacts.The main body of subway tunnel is artificial underground structure, in crude media environment, is being runed In the diseases such as percolating water, lining cracking, lining corrosion occur.Safe, comfortable, normal fortune of these diseases with harm to tunnel Battalion has a major impact and threatened.
According to current existing national regulation《Metro design code》(GB50157-2003) for waterproof disease related request, Track traffic regional tunnel classification of waterproof should be defined as two level waterproof.Whether District of Shanghai once divulged information to engineering, air force, season State influence of the environmental conditions such as section, humidity, temperature on wet mark is very big, but the analysis Jing Guo big discharge observation data, in ventilation not Well, in the case that technical interior humidity is larger, some valuable data have also been obtained:Every 5~6 drip about 1mL, per minute The water percolating capacity of 2~3 drops is about suitable with the wet marks of 0.06m2.Therefore, the department such as railway, tunnel is judging whether an engineering reaches two During level standard, specific index is as follows:Measure wet mark total amount area on any 100m2 water repellent areas, the maximum of single wet mark Area, wet mark number.The accreditation of engineering circles has been obtained by the method judged These parameters.So provided during revision Wet mark gross area value, single wet mark largest face product value and wet mark number are made on any 100m2 water repellent areas of engineering structure inwall To judge whether engineering reaches the quantizating index of secondary standard;According to《Underground waterproof engineering inspection of quality specification》(GB50208- 2011) relevant regulations are detected for engineering leakage water, water amount of seepage detection principal character value includes:The maximum area of single wet stain (unit:M2), total wet stain area (unit:M2), water percolating capacity (unit per 100m2:L/(m2.d));Whole Engineering average infiltration Measure (unit:(L/ (m2.d)), single leakage point maximum water leakage (unit:L/d);Whole Engineering average water leakage (unit: L/d)。
It can be seen that the judgement for the subway tunnel structure water leakage defect order of severity is main from above-mentioned national regulation By seepage water area and percolating water measure of water the two characterizing magnitudes.According to《Underground waterproof engineering inspection of quality specification》 (GB50208-2011) it is mainly for the measuring method of percolating water water at present:The obvious water clock of the tunnel first half and continuously ooze Stream, directly it can be measured with graduated container collection, or with the given size square frame with sealing edge mouth, installed in regulation measurement Inner surface of tunnel, by percolating water import volume xylometer, then calculate 24h water amount of seepage;If detecting utensil or ascending a height has When difficult, it is allowed to take the drippage number in per minute or several minutes by range estimation meter, calculate the leakage of the point.Generally, when Dropleting speed 3 drips/min~4 drops/min when, 24h water percolating capacity is exactly 1L.When dropleting speed is more than 300 drops/min, then formation connects Continuous line stream.But after rail traffic structure completion construction puts into effect, due to the particularity of rail transportation operation, realize above-mentioned Method is measured so as to be difficult to implement to judge whether structurally waterproof requirement is up to standard for Tunnel Water Leakage water, according to《Ground Iron design specification》(GB50157-2003) mentioned in:Every 5~6 drip about 1mL, the water percolating capacities of 2~3 drop per minute about with The suitable value index definition of the wet marks of 0.06m2, the area by judging and measuring water leakage defect are to determine percolating water water mesh Preceding maximally efficient, direct and feasible means.Tunnel defect investigation method traditional at present relies on artificial test mode, Tunnel defect seepage water area is relied primarily in range estimation and micro-judgment on judging, is existed for measurement accuracy very big Error.Therefore how effectively to realize that the area features value for water leakage defect measures during subway tunnel disease survey Become the blank in field.
The content of the invention
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide a kind of simple and convenient, reliable The high subway tunnel structure water leakage defect area features value measurement mechanism of property and method.
The purpose of the present invention can be achieved through the following technical solutions:
A kind of subway tunnel structure water leakage defect area features value measurement mechanism, including hand-held disease survey instrument and set Characteristic value measurement module in hand-held disease survey instrument, the characteristic value measurement module include:
Standard data storage unit, for generating and storing the data standard of subway tunnel structure data and disease data;
Base map generation unit is digitized, for generating the digitlization base map of corresponding subway tunnel structure according to data standard;
Coordinate receiving unit, for receiving water leakage defect external boundary coordinate value;
Area features value computing unit, for calculating the face of water leakage defect according to external boundary coordinate value and digitlization base map Product characteristic value;
Characteristic value output unit, the counted area features value based on exporting.
The area features value computing unit includes:
Vector obtains subelement, for obtaining multiple vectors according to the external boundary coordinate value of input;
Area of a polygon obtains subelement, and polygon facet is obtained using vectorial multiplication cross for multiple vectors according to acquisition Product, i.e. the area features value of water leakage defect.
Also include:
Disease judging unit, for the area features according to subway tunnel structure data, disease data and water leakage defect Value obtains disease result of determination.
The hand-held disease survey instrument is connected with remote computer.
A kind of subway tunnel structure water leakage defect area features value measurement method, runs on hand-held disease survey instrument It is interior, including:
1) generate and store the data standard of subway tunnel structure data and disease data;
2) the digitlization base map of corresponding subway tunnel structure is generated according to data standard;
3) water leakage defect external boundary coordinate value is received;
4) the area features value of water leakage defect is calculated according to external boundary coordinate value and digitlization base map;
5) counted area features value is counted in output.
The step 4) is specially:
401) multiple vectors are obtained according to the external boundary coordinate value of input;
402) area of a polygon is obtained using vectorial multiplication cross according to multiple vectors of acquisition, i.e. the area of water leakage defect is special Value indicative.
Also include:
Obtained according to the area features value of the subway tunnel structure data of storage, disease data and the water leakage defect of calculating Disease result of determination.
Compared with prior art, the present invention has advantages below:
Conventional tool and the mode such as measuring cup the 1, is broken away from, builds a dam to calculate for Tunnel Water Leakage disease infiltration water, pass through to Counter push away of area that amount multiplication cross calculates finally obtains Tunnel Water Leakage disease infiltration water and gives tunnel according to national regulation according to this The qualitative and quantitative judgement of road current status of damage, method are simple and convenient;
2nd, it is applied widely, can be with general and suitable for all standardization or known dimensions structure type by the present invention Subway and railway tunnel are for the qualitative and quantitative judgement of structural percolating water disease;
3rd, cost of implementation is low, reliability is high, can be real by common computer, Android platform hand held terminal unit It is existing, due to higher using more ripe device and data calculation formula, its reliability;
4th, synchronizing capacity is strong, due to using C/S (customer equipment terminal/server) architecture mode, in that context it may be convenient to increase The quantity of passage, data interaction are completed in a short time, therefore very big delay is not present, and are improved formula and are calculated performance.
Brief description of the drawings
Fig. 1 is the schematic flow sheet of the present invention.
Embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.The present embodiment is with technical solution of the present invention Premised on implemented, give detailed embodiment and specific operating process, but protection scope of the present invention is not limited to Following embodiments.
Embodiment 1
The present embodiment provides a kind of subway tunnel structure water leakage defect area features value measurement mechanism, including hand-held disease Evil investigating instrument and the characteristic value measurement module being located in hand-held disease survey instrument, characteristic value measurement module include coordinate and receive list Member, standard data storage unit, digitlization base map generation unit, area features value computing unit and characteristic value output unit, its In, standard data storage unit is used for the data standard for generating and storing subway tunnel structure data and disease data;Digitlization Base map generation unit is used for the digitlization base map that corresponding subway tunnel structure is generated according to data standard;Coordinate receiving unit is used for Receive water leakage defect external boundary coordinate value;Area features value computing unit is used for according to external boundary coordinate value and digitlization base map Calculate the area features value of water leakage defect;Characteristic value output unit counted area features value based on exporting.Hand-held disease Evil investigating instrument can be connected with remote computer, using C/S model.
Area features value computing unit also includes being used to obtain multiple vectorial vectors according to the external boundary coordinate value of input Obtain subelement and the area of a polygon for being obtained area of a polygon using vectorial multiplication cross according to multiple vectors of acquisition is obtained Subelement.
As shown in figure 1, the present embodiment also provides a kind of subway tunnel structure water leakage defect area features value measurement method, Run in hand-held disease survey instrument, including:
Step S1, generate and store the data standard of subway tunnel structure data and disease data.Subway tunnel structure number According to including structure of the subway information, line style information etc..
Step S2, the digitlization base map of corresponding subway tunnel structure is generated according to data standard.
Step S3, receive water leakage defect external boundary coordinate value.
Step S4, the area features value of water leakage defect is calculated according to external boundary coordinate value and digitlization base map, is specially:
401) multiple vectors are obtained according to the external boundary coordinate value of input;
402) area of a polygon is obtained using vectorial multiplication cross according to multiple vectors of acquisition, i.e. the area of water leakage defect is special Value indicative.
Counted area features value is counted in step S5, output.
Above-mentioned steps 4 can be based on Java language and realize that in the present embodiment, the program case of compiling is as follows:
Embodiment 2
As different from Example 1, the subway tunnel structure water leakage defect area features value measurement mechanism of the present embodiment In also include disease judging unit, for the area features according to subway tunnel structure data, disease data and water leakage defect Value acquisition disease is qualitative and quantitatively judges result.
According to above-mentioned measurement apparatus, the measuring method that the present embodiment provides also includes:According to the subway tunnel structure of storage The area features value acquisition disease of the water leakage defect of data, disease data and calculating is qualitative and quantitatively judges result.

Claims (3)

1. a kind of subway tunnel structure water leakage defect area features value measurement mechanism, it is characterised in that including hand-held disease Investigating instrument and the characteristic value measurement module being located in hand-held disease survey instrument, the characteristic value measurement module include:
Standard data storage unit, for generating and storing the data standard of subway tunnel structure data and disease data;
Base map generation unit is digitized, for generating the digitlization base map of corresponding subway tunnel structure according to data standard;
Coordinate receiving unit, for receiving water leakage defect external boundary coordinate value;
Area features value computing unit, the area for calculating water leakage defect according to external boundary coordinate value and digitlization base map are special Value indicative;
Characteristic value output unit, the counted area features value based on exporting;
Disease judging unit, obtained for the area features value according to subway tunnel structure data, disease data and water leakage defect Take disease result of determination;
The area features value computing unit includes:
Vector obtains subelement, for obtaining multiple vectors according to the external boundary coordinate value of input;
Area of a polygon obtains subelement, obtains area of a polygon using vectorial multiplication cross for multiple vectors according to acquisition, i.e., The area features value of water leakage defect.
2. a kind of subway tunnel structure water leakage defect area features value measurement mechanism according to claim 1, its feature It is, the hand-held disease survey instrument is connected with remote computer.
3. a kind of subway tunnel structure water leakage defect area features value measurement method, runs in hand-held disease survey instrument, It is characterised in that it includes:
1) generate and store the data standard of subway tunnel structure data and disease data;
2) the digitlization base map of corresponding subway tunnel structure is generated according to data standard;
3) water leakage defect external boundary coordinate value is received;
4) the area features value of water leakage defect is calculated according to external boundary coordinate value, is specially:
401) multiple vectors are obtained according to the external boundary coordinate value of input;
402) area features of area of a polygon, i.e. water leakage defect are obtained using vectorial multiplication cross according to multiple vectors of acquisition Value;
5) counted area features value is counted in output, according to the subway tunnel structure data of storage, disease data and the seepage of calculating The area features value of edema evil obtains disease result of determination.
CN201410811002.9A 2014-12-19 2014-12-19 Subway tunnel structure water leakage defect area features value measurement mechanism and method Expired - Fee Related CN104457675B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410811002.9A CN104457675B (en) 2014-12-19 2014-12-19 Subway tunnel structure water leakage defect area features value measurement mechanism and method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410811002.9A CN104457675B (en) 2014-12-19 2014-12-19 Subway tunnel structure water leakage defect area features value measurement mechanism and method

Publications (2)

Publication Number Publication Date
CN104457675A CN104457675A (en) 2015-03-25
CN104457675B true CN104457675B (en) 2018-01-09

Family

ID=52904111

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410811002.9A Expired - Fee Related CN104457675B (en) 2014-12-19 2014-12-19 Subway tunnel structure water leakage defect area features value measurement mechanism and method

Country Status (1)

Country Link
CN (1) CN104457675B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104809767B (en) * 2015-05-07 2017-05-03 上海同岩土木工程科技有限公司 Subway safety protection pavement patrol and record method based on GPS/ BD technology

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102831671A (en) * 2012-08-20 2012-12-19 上海同岩土木工程科技有限公司 Hand-held subway tunnel structure damage investigation data recorder and recording method therefor
CN103345542A (en) * 2013-06-05 2013-10-09 西安理工大学 Method for marking bridge disease based on three-dimensional visualization technology

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000221097A (en) * 2000-01-01 2000-08-11 Bridgestone Corp Leak water detecting system of water barrior sheet
CN1838164B (en) * 2006-04-26 2011-07-06 东南大学 Full-digitized field information acquisition, recording and processing method for land survey
CN101565925B (en) * 2009-05-13 2010-12-29 河南省高等级公路养护工程研究中心 Pavement distress investigating and treating method
CN103136789B (en) * 2011-11-28 2015-10-28 同济大学 Based on the traffic accident road base map information processing method of topomap and image

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102831671A (en) * 2012-08-20 2012-12-19 上海同岩土木工程科技有限公司 Hand-held subway tunnel structure damage investigation data recorder and recording method therefor
CN103345542A (en) * 2013-06-05 2013-10-09 西安理工大学 Method for marking bridge disease based on three-dimensional visualization technology

Also Published As

Publication number Publication date
CN104457675A (en) 2015-03-25

Similar Documents

Publication Publication Date Title
CN104913886B (en) Method for leakage detection of Freon valve
CN107239659B (en) Method for calculating soil erosion based on improved K-RUSLE model and soil forming rate
CN104464307B (en) A kind of tunnel traffic based on video blocks up event automatic detection method
CN108731640A (en) Metro Clearance detection method based on point cloud data and detecting system
CN104568093A (en) Multifunctional integrated rail weighbridge system
CN104020076A (en) Continuous gas content measuring device
CN103193125A (en) Elevator hydraulic buffer resetting performance dynamic measuring method and tester adopted by method
CN108803312A (en) A kind of new road damage detecting system
CN104655639A (en) Pavement crack detection method capable of accurately acquiring crack characteristics and pavement crack detection system capable of accurately acquiring crack characteristics
CN107060729A (en) A kind of individual well multi-phase flow meter
CN103424420A (en) Fitting-based nuclear magnetic resonance signal processing method
CN106018730A (en) Coal water content measurement device and method based on coal mill inlet primary air correction
CN104457675B (en) Subway tunnel structure water leakage defect area features value measurement mechanism and method
CN103397938A (en) Pressurizer oil returning gas fleeing amount measuring method
JP5582891B2 (en) Dam measurement data evaluation method and dam measurement data evaluation system
CN106991526A (en) A kind of road surface drainage infiltration neatly risk supervision device and its implementation
CN105807330A (en) Method for rapidly recognizing mineral volume content of shale formation
CN206161087U (en) Gassiness flow measurement gasometry meter
CN108776091A (en) Silicious dust concentration detection method in a kind of Work places
CN104215306B (en) Oil field gas injection steam water two-phase fluid measuring instrumentss scaling method and device
CN205483094U (en) Type of falling U pipe and target flowmeter combination formula natural gas moisture flow measurement system
CN106014373A (en) Mobile multifunctional single well metering device
CN102867762A (en) Monitoring method of photoetching wafer edge-washing and side glue removing quantity measurement stability
CN105974063A (en) Building method and prediction method of cigarette total smoke pH value prediction model
CN106288556A (en) The acquisition device of a kind of oil content, acquisition methods and air conditioning system

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

Granted publication date: 20180109

Termination date: 20211219