CN105976273A - Highly roller compacted concrete dam construction procedure quality evaluation system and method - Google Patents
Highly roller compacted concrete dam construction procedure quality evaluation system and method Download PDFInfo
- Publication number
- CN105976273A CN105976273A CN201610276983.0A CN201610276983A CN105976273A CN 105976273 A CN105976273 A CN 105976273A CN 201610276983 A CN201610276983 A CN 201610276983A CN 105976273 A CN105976273 A CN 105976273A
- Authority
- CN
- China
- Prior art keywords
- concrete dam
- quality
- dam construction
- project
- evaluation
- 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
Links
- 238000000034 method Methods 0.000 title claims abstract description 82
- 238000010276 construction Methods 0.000 title claims abstract description 48
- 239000011382 roller-compacted concrete Substances 0.000 title claims abstract description 21
- 238000013441 quality evaluation Methods 0.000 title claims abstract description 14
- 238000007689 inspection Methods 0.000 claims abstract description 40
- 239000004567 concrete Substances 0.000 claims abstract description 30
- 238000011156 evaluation Methods 0.000 claims abstract description 24
- 238000001514 detection method Methods 0.000 claims abstract description 20
- 238000003556 assay Methods 0.000 claims description 15
- 238000012797 qualification Methods 0.000 claims description 13
- 238000012360 testing method Methods 0.000 claims description 8
- 230000015271 coagulation Effects 0.000 claims description 6
- 238000005345 coagulation Methods 0.000 claims description 6
- 238000001303 quality assessment method Methods 0.000 claims description 3
- 230000005540 biological transmission Effects 0.000 claims description 2
- 238000011065 in-situ storage Methods 0.000 abstract 2
- 238000009440 infrastructure construction Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 8
- 239000004927 clay Substances 0.000 description 3
- 238000001816 cooling Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000013480 data collection Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000012795 verification Methods 0.000 description 1
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q50/00—Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
- G06Q50/08—Construction
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/02—Fixed barrages
- E02B7/04—Dams across valleys
- E02B7/08—Wall dams
- E02B7/10—Gravity dams, i.e. those in which the weight of the structure prevents overturning
Landscapes
- Engineering & Computer Science (AREA)
- Business, Economics & Management (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- General Health & Medical Sciences (AREA)
- Primary Health Care (AREA)
- Health & Medical Sciences (AREA)
- Economics (AREA)
- Mechanical Engineering (AREA)
- Human Resources & Organizations (AREA)
- Marketing (AREA)
- Civil Engineering (AREA)
- Strategic Management (AREA)
- Tourism & Hospitality (AREA)
- Physics & Mathematics (AREA)
- General Business, Economics & Management (AREA)
- General Physics & Mathematics (AREA)
- Theoretical Computer Science (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a highly roller compacted concrete dam construction procedure quality evaluation system and method. The highly roller compacted concrete dam construction procedure quality evaluation system includes a data acquisition module, a check result judgment module and a quality grade automatic evaluation module which are arranged in a mobile terminal. According to the system and method of the invention, detection or inspection records of a concrete dam construction procedure check project are acquired in situ based on the mobile terminal; concrete dam construction procedure quality evaluation records are verified in situ; based on the judgment rules of construction procedure check project quality standards, whether the check project is qualified is judged, and the qualified rate of the project is calculated; and a procedure quality grade is calculated based on set compacted concrete dam construction procedure quality grade evaluation standards and evaluation rules. With the system and method of the invention adopted, a traditional highly roller compacted concrete dam construction procedure quality evaluation method is changed, construction efficiency and management level are greatly improved. The method of the invention is simple and practical. The method can be in conjunction with quality acceptance standards and procedure evaluation standards in different sectors in the infrastructure construction field.
Description
Technical field
The invention belongs to construction work assessment technology field, be specifically related to a kind of high roller compacted concrete dam working procedure quality
Assessment system and method.
Background technology
High RCC gravity dam is to construct in strict accordance with the working procedure of code requirement, overall construction quality
Depending on the construction quality of every one procedure, process quality is checked, is checked and accepted and evaluate, and is to ensure that the necessary means of construction quality.
Traditional high roller compacted concrete dam working procedure inspection of quality all uses the mode of paper record with evaluation, carries out work
The record of sequence quality test results, and according to corresponding quality acceptance standard and rule, manual calculation draws quality inspection project
Assay, then in conjunction with quality inspection item-test result, operation evaluation criteria and decision rule, artificially calculate
Go out working procedure credit rating.The work efficiency ratio of this kind of working method is relatively low.
Therefore be badly in need of the working procedure performance rating method of the new high roller compacted concrete dam of development improve efficiency of construction and
Management level.
Summary of the invention
For overcoming the deficiency of above-mentioned traditional construction process quality assessment method, improve efficiency of construction and management level, this
Bright provide a kind of high roller compacted concrete dam working procedure quality evaluation system and method, tested item by intelligent terminal system
Purpose data acquisition, automatically calculating working procedure assay, automatically judge process quality grade, thus be greatly improved construction effect
Rate and management level.
The present invention is realized by following technical proposal: a kind of high roller compacted concrete dam working procedure quality evaluation system, bag
Include data acquisition module, assay determination module and the credit rating automatic evaluation module being arranged in mobile terminal:
Mobile terminal is used for inputting and checking information;
Data acquisition module is for gathering detection or the inspection record of Concrete Dam Construction process inspection project;
Assay determination module is for presetting the quality standard decision rule of Concrete Dam Construction process inspection project, by number
According to acquisition module by the most qualified for project of testing in the detection of collection or inspection record transmission to assay determination module
Judgement and to detection project qualification rate calculating;
Credit rating automatic evaluation module is used for presetting Concrete Dam Construction process quality grading standard, and assay judges
The most qualified and calculating qualification rate result of determination is transferred in credit rating automatic evaluation module carry out operation matter by module
The calculating of amount grade.
Described mobile terminal is the mobile device such as smart mobile phone or panel computer.
Another object of the present invention also resides in a kind of high roller compacted concrete dam working procedure performance rating method of offer, uses
Above-mentioned high roller compacted concrete dam working procedure quality evaluation system, comprises the following steps:
(1) detection of collection in worksite Concrete Dam Construction process inspection project or inspection record;
(2) detection step (1) gathered or inspection record, with the judgement of default working procedure inspection project quality standard
Rule compares, it is determined that inspection project is the most qualified, and calculates qualification rate;
(3) according to the result of determination of step (2), with default Concrete Dam Construction process quality grading standard and evaluation rule
Then compare, it is determined that the credit rating of this Concrete Dam Construction operation.
Present invention detection based on mobile terminal collection in worksite Concrete Dam Construction process inspection project or inspection record, existing
Field examination & verification Concrete Dam Construction process quality evaluation record;Advise by setting the judgement of working procedure inspection project quality standard
Then, the judgement that project of testing is the most qualified, the calculating of qualification rate;Comment by setting Concrete Dam Construction process quality grade
Calibration standard and assessment rules, calculation process credit rating.
The invention have the advantages that
1, the present invention is to carry out working procedure performance rating based on Android intelligent terminal, checks project data collection, checks item
Mesh result judges and process quality grade automatic evaluation, has changed traditional high roller compacted concrete dam working procedure performance rating
Method, substantially increases efficiency of construction and management level.
2, the method for the present invention is simple, practical, can comment in conjunction with the quality acceptance standard of capital construction field different majors and operation
Calibration standard uses, applied widely.
Accompanying drawing explanation
Fig. 1 is the structural representation of high roller compacted concrete dam working procedure quality evaluation system;
Fig. 2 is the schematic flow sheet of high roller compacted concrete dam working procedure performance rating method.
Detailed description of the invention
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
As shown in Figure 1: high roller compacted concrete dam working procedure quality evaluation system, including being arranged in mobile terminal 1
Data acquisition module 2, assay determination module 3 and credit rating automatic evaluation module 4:
Data acquisition module 2 is for gathering detection or the inspection record of Concrete Dam Construction process inspection project;
Assay determination module 3, for presetting the quality standard decision rule of Concrete Dam Construction process inspection project, passes through
Detection or the inspection record of collection are transmitted whether project of testing to assay determination module closes by data acquisition module
The judgement of lattice and the calculating to detection project qualification rate;
Credit rating automatic evaluation module 4 is used for presetting Concrete Dam Construction process quality grading standard, and assay is sentenced
The most qualified and calculating qualification rate result of determination is transferred in credit rating automatic evaluation module carry out operation by cover half block
The calculating of credit rating.
Wherein mobile terminal 1 is the mobile device such as smart mobile phone or panel computer.
As in figure 2 it is shown, below high roller compacted concrete dam working procedure performance rating method is comprised the following steps:
(1) detection of collection in worksite Concrete Dam Construction process inspection project or inspection record:
RCCD concrete construction operation is divided into grinding concrete construction operation and Normal Concrete Construction operation, its
Middle grinding concrete construction operation includes: roller compacted concrete interlayer and seam face process and protection operation, grinding coagulation soil form fixer
Sequence, grinding coagulation soil reinforcing bar operation, built-in fitting operation, sealing piece (carrying) installation procedure, expanded joint material installation procedure, draining set
Execute installation procedure, cooling and joint grouting pipeline installation procedure, ironware installation quality operation etc.;Normal Concrete Construction operation bag
Include: base surface or concrete construction joint operation, template operation, concrete reinforcement operation, sealing piece (carrying), waterproof cloth erector
Sequence, expanded joint material installation procedure, pumping equipment operation, cooling and joint grouting pipeline installation procedure, ironware installation procedure, pre-
Embedded part operation, concreting operation etc..
Below as a example by " grinding coagulation clay model plate operation ", the inspection project of this operation and detection thereof or inspection record content
As shown in the table, and the data acquisition module in typing mobile terminal:
(2) the inspection result of working procedure inspection project judges and testing result calculates: the assay of mobile terminal judges mould
Inspection project quality standard set in advance in block, detection step (1) gathered or inspection record, with default construction work
The decision rule of sequence inspection project quality standard compares, it is determined that inspection project is the most qualified, and calculates qualification rate and (including: total
Count, qualified count, qualification rate), it is determined that and testing result shows, in the terminal for unit in charge of construction's initial survey, reinspection, eventually inspection
And management consults;
As a example by " grinding coagulation clay model plate operation ", check judgement and the detection purpose result of calculation such as following table institute of project result
Show:
(3) automatic evaluation of working procedure credit rating:
The credit rating automatic evaluation module of mobile terminal presets process quality grading standard, by step (2)
Result of determination compares with the Concrete Dam Construction process quality grading standard preset and assessment rules, carries out process quality
The calculating of grade and judgement, finally show that process quality grade is qualified, defective or excellent conclusion;
As a example by " grinding coagulation clay model plate operation ", the evaluation criteria of this operation is as shown in the table:
Its dominant item 1. stability, rigidity and intensity are qualified;Dominant item 2. works sideline with design sideline qualification rate is
100%, the most qualified;3. and 4. dominant item is not involved in this time checking, and does not include calculating evaluation category, therefore dominant item in
Result is the most qualified, and general data 1. template flatness 2. gap, plate face is detection project, its measuring point qualification rate=(qualified point
Count/always count) * 100%=(51/51) * 100%=100% > 90%, therefore meet the condition that operation evaluation criteria is " excellent ", work
Sequence credit rating automatic evaluation result is " excellent ".
Claims (3)
1. a high roller compacted concrete dam working procedure quality evaluation system, it is characterised in that include being arranged in mobile terminal
Data acquisition module, assay determination module and credit rating automatic evaluation module:
Mobile terminal is used for inputting and checking information;
Data acquisition module is for gathering detection or the inspection record of Concrete Dam Construction process inspection project;
Assay determination module is for presetting the quality standard decision rule of Concrete Dam Construction process inspection project, by number
According to acquisition module by the most qualified for project of testing in the detection of collection or inspection record transmission to assay determination module
Judgement and to detection project qualification rate calculating;
Credit rating automatic evaluation module is used for presetting Concrete Dam Construction process quality grading standard, and assay judges
The most qualified and calculating qualification rate result of determination is transferred in credit rating automatic evaluation module carry out operation matter by module
The calculating of amount grade.
High roller compacted concrete dam working procedure quality evaluation system the most according to claim 1, it is characterised in that: described shifting
Dynamic terminal is smart mobile phone or panel computer.
3. a high roller compacted concrete dam working procedure performance rating method, uses the high grinding coagulation described in claim 1 or 2
Earth Dam Construction process quality assessment system, it is characterised in that comprise the following steps:
(1) detection of collection in worksite Concrete Dam Construction process inspection project or inspection record;
(2) detection step (1) gathered or inspection record, with the judgement of default working procedure inspection project quality standard
Rule compares, it is determined that inspection project is the most qualified, and calculates qualification rate;
(3) according to the result of determination of step (2), with default Concrete Dam Construction process quality grading standard and evaluation rule
Then compare, it is determined that the credit rating of this Concrete Dam Construction operation.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610276983.0A CN105976273A (en) | 2016-04-29 | 2016-04-29 | Highly roller compacted concrete dam construction procedure quality evaluation system and method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610276983.0A CN105976273A (en) | 2016-04-29 | 2016-04-29 | Highly roller compacted concrete dam construction procedure quality evaluation system and method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN105976273A true CN105976273A (en) | 2016-09-28 |
Family
ID=56994827
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610276983.0A Pending CN105976273A (en) | 2016-04-29 | 2016-04-29 | Highly roller compacted concrete dam construction procedure quality evaluation system and method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105976273A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109685354A (en) * | 2018-12-18 | 2019-04-26 | 中国地质科学院探矿工艺研究所 | Debris flow sand blocking dam defect classification evaluation system based on mobile terminal and computer |
CN116151698A (en) * | 2023-04-24 | 2023-05-23 | 安徽常力达电气有限公司 | Analysis processing method for power engineering quality inspection |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102750443A (en) * | 2012-06-04 | 2012-10-24 | 河海大学 | Comprehensive evaluation method of roller compacted concrete dam layer characteristics and states |
CN103337041A (en) * | 2013-06-13 | 2013-10-02 | 中国葛洲坝集团股份有限公司 | System for intelligent decision-making of concrete dam pouring construction based on knowledge engineering and method thereof |
CN104536421A (en) * | 2014-12-31 | 2015-04-22 | 天津大学 | Method for monitoring pouring and rolling construction quality of roller compacted concrete dam in real time |
-
2016
- 2016-04-29 CN CN201610276983.0A patent/CN105976273A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102750443A (en) * | 2012-06-04 | 2012-10-24 | 河海大学 | Comprehensive evaluation method of roller compacted concrete dam layer characteristics and states |
CN103337041A (en) * | 2013-06-13 | 2013-10-02 | 中国葛洲坝集团股份有限公司 | System for intelligent decision-making of concrete dam pouring construction based on knowledge engineering and method thereof |
CN104536421A (en) * | 2014-12-31 | 2015-04-22 | 天津大学 | Method for monitoring pouring and rolling construction quality of roller compacted concrete dam in real time |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109685354A (en) * | 2018-12-18 | 2019-04-26 | 中国地质科学院探矿工艺研究所 | Debris flow sand blocking dam defect classification evaluation system based on mobile terminal and computer |
CN116151698A (en) * | 2023-04-24 | 2023-05-23 | 安徽常力达电气有限公司 | Analysis processing method for power engineering quality inspection |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US20230019362A1 (en) | Sequential estimate automation | |
CN105547602B (en) | A kind of telemeasurement method of subway tunnel section of jurisdiction percolating water | |
Beainy et al. | Quality assurance of hot mix asphalt pavements using the intelligent asphalt compaction analyzer | |
CN109118123B (en) | BIM management method for evaluating construction quality of water conservancy and hydropower engineering | |
CN107230021A (en) | The method of high frequency zone water supply network leakage region | |
CN109460947A (en) | Highway engineering process based on BIM+GIS technology is applied for checking and examination system | |
CN112525255B (en) | Concealed culvert water outlet inspection process and drainage port tracing method | |
KR101606002B1 (en) | Method for Safety Inspection and Maintenance of Infrastructure Based Information Communication Technology | |
CN103177187A (en) | Highway tunnel health status dynamic evaluation method based on variable fuzzy set theory | |
CN106203796B (en) | A kind of actual measurement actual quantities method marked in situ based on engineering electronic drawing | |
CN113256082A (en) | Intelligent geological sketch and geological evaluation method for tunnel face | |
CN105844423A (en) | Method for assessing immersed tunnel operation phase health state | |
CN110223035A (en) | Fire control acceptance intelligent quantization method and fire control acceptance intelligent quantization system | |
CN105976273A (en) | Highly roller compacted concrete dam construction procedure quality evaluation system and method | |
CN104764486A (en) | Civil engineering surveying informatization system | |
CN105976159A (en) | Highly roller compacted concrete dam construction management flow verification system and method | |
CN107942383A (en) | Roof sandstone watery grade prediction technique | |
CN106290152A (en) | A kind of in-situ detection method for composite complex profile bonding quality | |
CN112035940B (en) | Prediction method for highway subgrade settlement data | |
Barber | The Deterioration and Reliability of Pavements. | |
CN114819506A (en) | Online intelligent management and control platform and method for roadbed layered compaction quality | |
CN205538916U (en) | Intellectual detection system workstation | |
KR20210105307A (en) | Apparatus and method for predicting rock mass classification using artificial intelligence | |
Massahi et al. | Implementing a smartphone application for assessing the raveling performance of asphalt pavements | |
CN109598049B (en) | Method for drilling rock fracture development degree and regional rock fracture development rule |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination |