CN106803149A - Bridge construction information acquisition management method - Google Patents
Bridge construction information acquisition management method Download PDFInfo
- Publication number
- CN106803149A CN106803149A CN201710029807.1A CN201710029807A CN106803149A CN 106803149 A CN106803149 A CN 106803149A CN 201710029807 A CN201710029807 A CN 201710029807A CN 106803149 A CN106803149 A CN 106803149A
- Authority
- CN
- China
- Prior art keywords
- data
- theoretical
- solid
- information
- construction
- 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
Links
- 238000010276 construction Methods 0.000 title claims abstract description 101
- 238000007726 management method Methods 0.000 title claims abstract description 16
- 230000007613 environmental effect Effects 0.000 claims abstract description 34
- 238000000034 method Methods 0.000 claims abstract description 15
- 238000007405 data analysis Methods 0.000 claims abstract description 7
- 239000007787 solid Substances 0.000 claims description 145
- 229910000831 Steel Inorganic materials 0.000 claims description 37
- 239000010959 steel Substances 0.000 claims description 37
- 239000004567 concrete Substances 0.000 claims description 36
- 230000003014 reinforcing effect Effects 0.000 claims description 32
- 238000004458 analytical method Methods 0.000 claims description 6
- 230000005540 biological transmission Effects 0.000 claims description 3
- 241001269238 Data Species 0.000 claims description 2
- 238000013523 data management Methods 0.000 claims description 2
- 210000003205 muscle Anatomy 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000012544 monitoring process Methods 0.000 abstract description 5
- 239000002994 raw material Substances 0.000 abstract description 2
- 238000013480 data collection Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000012545 processing Methods 0.000 description 5
- 238000012546 transfer Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000004364 calculation method Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000010295 mobile communication Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
- G06Q10/00—Administration; Management
- G06Q10/06—Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
- G06Q10/063—Operations research, analysis or management
- G06Q10/0639—Performance analysis of employees; Performance analysis of enterprise or organisation operations
- G06Q10/06395—Quality analysis or management
-
- 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
- G06Q10/00—Administration; Management
- G06Q10/06—Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
- G06Q10/063—Operations research, analysis or management
- G06Q10/0637—Strategic management or analysis, e.g. setting a goal or target of an organisation; Planning actions based on goals; Analysis or evaluation of effectiveness of goals
-
- 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
Landscapes
- Business, Economics & Management (AREA)
- Human Resources & Organizations (AREA)
- Engineering & Computer Science (AREA)
- Strategic Management (AREA)
- Economics (AREA)
- Educational Administration (AREA)
- Entrepreneurship & Innovation (AREA)
- General Physics & Mathematics (AREA)
- General Business, Economics & Management (AREA)
- Marketing (AREA)
- Theoretical Computer Science (AREA)
- Development Economics (AREA)
- Tourism & Hospitality (AREA)
- Physics & Mathematics (AREA)
- Quality & Reliability (AREA)
- Game Theory and Decision Science (AREA)
- Operations Research (AREA)
- Health & Medical Sciences (AREA)
- General Health & Medical Sciences (AREA)
- Primary Health Care (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention discloses a kind of bridge construction information acquisition management method, it is related to bridge construction quality supervision area, for prior art because engineering it is huge it is trifling cause that management is not in place, grasp incomplete technical problem to live raw material and construction information, using S1, set up bridge model, database and functional module；S2, on-site data gathering；S3, field data are arranged；S4, data judge and transmit；S5, data receiver and association；S6, data analysis；The step of S7, information output, the solve problem present invention was compared using the Practical Project construction information and model theory engineering information of on-site collection, show the details of project progress and any one construction details in real time by threedimensional model, coordinate monitoring environmental data, effective management, inquiry, early warning etc. are reached, the supervision to bridge construction process provides great convenience.
Description
Technical field
The present invention relates to bridge construction quality supervision area, more particularly to a kind of bridge construction information acquisition management method.
Background technology
With the development that modernization of the country is built, the paces of Bridges in Our Country construction are launched rapidly with unprecedented scale,
But because technical merit ripe the adding not enough of China does not obtain rational engineering quality control in work progress,
Many engineerings have ignored qualitative problems of construction when the progress of concern, occur in that many because serious caused by qualitative problems of construction
Accident, such as：Bridge collapse, house fall to ruin, roadbed settlement etc..Qualitative problems of construction is the final goal of whole engineering, is related to
The production and living of people and the safety of lives and properties, are also related to the stabilization of nation-building and society.Science of bridge building, it is special with it
Different property, difficulty of construction larger service life is more long, and vital effect is played in traffic and production and living, therefore bridge is applied
Work quality monitoring just seems of crucial importance.At present, during being built, the management mode of science is not taken, to building
Building the control of quality of materials does not carry out the monitoring and experiment of science, and it is pseudo- that steel currently on the market and cement etc. all have personation
Bad product, causes construction quality when being constructed to be subject to certain influence；Secondly, when construction is carried out, many places
Technological guidance it is not in place, do not formulated before construction yet correlation urgent prediction scheme, causing can not when problem occurs
Effectively and timely processed；Finally, in the maintenance and management that engineering builds up the initial stage, not in strict accordance with country requirement and
The construction requirement of project is carried out, and then causes some mass concretes the phenomenons such as crack occur.
The content of the invention
The present invention provides a kind of bridge construction information acquisition management method, is used to solve prior art because engineering is huge trifling
Cause that management is not in place, grasp incomplete technical problem to live raw material and construction information.
To solve the above problems, the present invention adopts the following technical scheme that realization：
A kind of bridge construction information acquisition management method, it is characterised in that comprise the following steps：
S1, set up bridge model, database and functional module；
S2, on-site data gathering；
S3, field data are arranged；
S4, data judge and transmit；
S5, data receiver and association；
S6, data analysis；
S7, information output.
Preferably, the step S1 is set up bridge model, database and functional module and includes being set up using computer software
Bridge threedimensional model, bridge information database and data reception module, model data module, data association module, at data
Reason analysis module, meteorological data module；
The model data module includes：Theoretical engineering survey setting-out and product acceptance data, theoretical drill pile foundation construction data, reason
It is pre- by physical dimension data, theoretical reinforcing bar solid data, theoretical concrete solid data, theoretical built-in fitting solid data, theory
Stress solid data, theoretical steel construction solid data, theoretical project and measures data, theoretical environmental data.
Preferably, the computer software is AutodeskRevit softwares and the database software of SQL Server 2008.
Preferably, the step S2 on-site data gatherings include：Engineering survey setting-out is applied with collection, Bored Pile Foundation is checked and accepted
Work information gathering, physical dimension information gathering, the collection of reinforcing bar entity information, concrete solid information gathering, built-in fitting entity letter
Breath collection, the collection of prestressing force entity information, the collection of steel construction entity information, project and measures information gathering, environment information acquisition.
Preferably, the step S3 field datas are arranged and included：The engineering that the step S2 on-site data gatherings are arrived is surveyed
Amount setting-out and product acceptance data, Bored Pile Foundation construction data, physical dimension data, reinforcing bar solid data, concrete solid data,
Built-in fitting solid data, prestressing force solid data, steel construction solid data, project and measures data, environmental data classified and
Unified dimension.
Preferably, the step S4 data judge and transmission includes：The engineering survey setting-out obtained according to step S3 with test
Receive data, Bored Pile Foundation construction data, physical dimension data, reinforcing bar solid data, concrete solid data, built-in fitting entity
Data, prestressing force solid data, steel construction solid data, project and measures data, environmental data are judged respectively, if being judged
Data then resurvey data beyond normal range (NR), if the data being judged be in normal range (NR) if transfer data to it is next
The receiving terminal of step；
The normal range (NR) is the reference range for pre-setting.
Preferably, the step S5 data receivers and association is comprised the following steps：
S501, the engineering survey setting-out and product acceptance data, Bored Pile Foundation that are received by the data reception module are applied
Number evidence, physical dimension data, reinforcing bar solid data, concrete solid data, built-in fitting solid data, prestressing force entity number
According to, steel construction solid data, project and measures data, environmental data set up corresponding tables of data in the database；
S502, by the engineering survey setting-out and product acceptance data, Bored Pile Foundation construction data, physical dimension data, reinforcing bar reality
Volume data, concrete solid data, built-in fitting solid data, prestressing force solid data, steel construction solid data, project and measures number
Write in the tables of data same row according to, environmental data；
S503, by the theoretical engineering survey setting-out and product acceptance data, theoretical drill pile foundation construction data, theoretical construct size
Data, theoretical reinforcing bar solid data, theoretical concrete solid data, theoretical built-in fitting solid data, theoretical prestressing force entity number
According to, theoretical steel construction solid data, theoretical project and measures data, theoretical environmental data write in another row of the tables of data；
S504, real time meteorological data information is obtained from local meteorological observatory by network using the meteorological data module, and by institute
State during real time data information writes the tables of data；
The engineering survey setting-out and product acceptance data, Bored Pile Foundation construction data, physical dimension data, reinforcing bar solid data,
Concrete solid data, built-in fitting solid data, prestressing force solid data, steel construction solid data, project and measures data, environment
Data and the theoretical engineering survey setting-out and product acceptance data, theoretical drill pile foundation construction data, theoretical construct sized data,
Theoretical reinforcing bar solid data, theoretical concrete solid data, theoretical built-in fitting solid data, theoretical prestressing force solid data, reason
Corresponded on the row of tables of data respectively by steel construction solid data, theoretical project and measures data, theoretical environmental data.
Preferably, the step S6 data analyses include：
The engineering survey setting-out and product acceptance data, drilled pile in the tables of data that step S5 data receivers and association are set up
Foundation construction data, physical dimension data, reinforcing bar solid data, concrete solid data, built-in fitting solid data, prestressing force reality
Volume data, steel construction solid data, project and measures data and the theoretical engineering survey setting-out and product acceptance data, theoretical drill stake
Foundation construction data, theoretical construct sized data, theoretical reinforcing bar solid data, theoretical concrete solid data, theoretical built-in fitting
Solid data, theoretical prestressing force solid data, theoretical steel construction solid data, theoretical project and measures data are contrasted one by one respectively,
According to comparing result be divided into it is excellent, good, in, differ from four grades；It is described it is excellent be field data and gross data gap between 0 ~ 5%；
It is described it is good be field data and gross data gap between 5 ~ 10%；In described for field data and gross data gap 10 ~
Between 15%；The difference is field data and gross data gap between 15 ~ 20%；
The theoretical environmental data is contrasted and analyzed respectively with the environmental data, and according to the close of analysis comparing result
Degree is divided into：Safety, attention, dangerous Three Estate.
Preferably, the step S7 information outputs include：The data results of the step S6 are exported, it is described
Output includes display, printer, plotter and information is notified into user in the form of radio signals.
The present invention is compared using the Practical Project construction information of on-site collection with model theory engineering information, by three-dimensional
Model shows the details of project progress and any one construction details in real time, coordinates monitoring environmental data, reaches effectively pipe
Reason, inquiry, early warning etc., the supervision to bridge construction process provide great convenience.
Brief description of the drawings
Fig. 1 is the embodiment method flow schematic diagram that the present invention is provided；
Fig. 2 is the embodiment system structure diagram that the present invention is provided；
Fig. 3 is the system structure diagram of the embodiment data processing unit that the present invention is provided.
Specific embodiment
To make the object, technical solutions and advantages of the present invention clearer, below in conjunction with the embodiment of the present invention, to this hair
Technical scheme in bright embodiment is clearly and completely described, it is clear that described embodiment is that a part of the invention is implemented
Example, rather than whole embodiments.The detailed description of the embodiments of the invention for being generally described herein as and showing is not intended to
The scope of claimed invention is limited, but is merely representative of selected embodiment of the invention.Based on the implementation in the present invention
Example, the every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made is belonged to
The scope of protection of the invention.
The present embodiment is applied to bridge construction information acquisition management system in the bridge construction information acquisition management method
Illustrate, Fig. 1 is the embodiment method flow schematic diagram that the present invention is provided, Fig. 2 is that the embodiment system architecture that the present invention is provided is shown
It is intended to, Fig. 3 is the system structure diagram of the embodiment data processing unit that the present invention is provided, as shown in Fig. 1 ~ 3, bridge construction
Information acquisition management system includes：Field data collection collection unit is connected with field data Transmit-Receive Unit, the field data
Transmit-Receive Unit is connected with remote data Transmit-Receive Unit, and the remote data Transmit-Receive Unit is connected with data processing unit, the number
It is connected with output unit according to processing unit, specifically,
Step 1, set up bridge model, database and functional module：
The bridge model module such as including bridge threedimensional model and bridge information database, the data processing unit in Fig. 2 is meter
Calculation machine or the data handling system being made up of multiple stage computers, wherein at the computer or the data being made up of multiple stage computers
At least include BIM in reason system（BIM Building Information Modeling, abbreviation BIM）Software is put down
Platform and database software platform, it is preferable that the BIM software platforms are AutodeskRevit softwares；The database software is put down
Platform is SQL Server 2008；The platform at least includes bridge threedimensional model, bridge information database and data reception
Block, model data module, data association module, Data Management Analysis module, meteorological data module；
The model data module includes：Theoretical engineering survey setting-out and product acceptance data, theoretical drill pile foundation construction data, reason
It is pre- by physical dimension data, theoretical reinforcing bar solid data, theoretical concrete solid data, theoretical built-in fitting solid data, theory
Stress solid data, theoretical steel construction solid data, theoretical project and measures data, theoretical environmental data.
Step 2, on-site data gathering：
On-site data gathering it is main by field data collection collection unit by two-way radio respectively with engineering survey setting-out with
Product acceptance data collecting unit, project and measures data acquisition unit, environmental data collecting unit, physical dimension data acquisition unit,
Reinforcing bar solid data collecting unit, concrete solid data acquisition unit, built-in fitting solid data collecting unit, prestressing force entity
Data acquisition unit, steel construction solid data collecting unit, Bored Pile Foundation construction data collecting unit are connected and collect phase
Close data.Wherein, the field data Transmit-Receive Unit is connected with remote data Transmit-Receive Unit using double-direction radio, or/and, it is double
To wired connection.Specifically, system is arranged on building site engineering survey setting-out everywhere and product acceptance data collecting unit, side by being distributed
Case action data collecting unit, environmental data collecting unit, physical dimension data acquisition unit, the collection of reinforcing bar solid data are single
Unit, concrete solid data acquisition unit, built-in fitting solid data collecting unit, prestressing force solid data collecting unit, steel knot
Structure solid data collecting unit, Bored Pile Foundation construction data collecting unit are collected into various corresponding data, then by nothing
Line electric wave sends the data to field data collection collection unit, and above-mentioned shown distribution is arranged on building site each unit everywhere all certainly
With power module and radio receiving transmitting module, its Various types of data for being detected can be either automatically or manually sent；Specifically, such as
Bored Pile Foundation construction data collecting unit is arranged on the engineering equipment of turn hole stake, and the unit is just during constructing operation
By information gatherings such as the position of drilled pile, depth, diameters and it is sent to the field data collection collection unit.
Step 3, field data are arranged：
The engineering survey setting-out that the step S2 on-site data gatherings are arrived and product acceptance data, Bored Pile Foundation construction data, knot
Structure sized data, reinforcing bar solid data, concrete solid data, built-in fitting solid data, prestressing force solid data, steel construction reality
Volume data, project and measures data, environmental data are classified and are unified dimension.
Step 4, data judge and transmit：
The engineering survey setting-out obtained according to step S3 and product acceptance data, Bored Pile Foundation construction data, physical dimension data, steel
Muscle solid data, concrete solid data, built-in fitting solid data, prestressing force solid data, steel construction solid data, scheme are arranged
Apply data, environmental data to be judged respectively, data are resurveyed if the data being judged exceed normal range (NR), if being judged
Data be in normal range (NR) and then transfer data to the receiving terminal of next step；
The normal range (NR) is the reference range for pre-setting.
Specifically, if drilled pile predetermined depth is 50 meters, when the Bored Pile Foundation construction data collecting unit hair for receiving
The actual grade for coming is 150 meters, then can determine whether as information is wrong, and field data collection collection unit will send order and allow drilled pile
Foundation construction data acquisition unit is detected or resend again, if detection data is at 50 meters or so, transfers data to institute
State remote data Transmit-Receive Unit.
Step 5, data receiver and association：
Comprise the following steps：
S501, the engineering survey setting-out and product acceptance data, Bored Pile Foundation that are received by the data reception module are applied
Number evidence, physical dimension data, reinforcing bar solid data, concrete solid data, built-in fitting solid data, prestressing force entity number
According to, steel construction solid data, project and measures data, environmental data set up corresponding tables of data in the database；
S502, by the engineering survey setting-out and product acceptance data, Bored Pile Foundation construction data, physical dimension data, reinforcing bar reality
Volume data, concrete solid data, built-in fitting solid data, prestressing force solid data, steel construction solid data, project and measures number
Write in the tables of data same row according to, environmental data；
S503, by the theoretical engineering survey setting-out and product acceptance data, theoretical drill pile foundation construction data, theoretical construct size
Data, theoretical reinforcing bar solid data, theoretical concrete solid data, theoretical built-in fitting solid data, theoretical prestressing force entity number
According to, theoretical steel construction solid data, theoretical project and measures data, theoretical environmental data write in another row of the tables of data；
S504, real time meteorological data information is obtained from local meteorological observatory by network using the meteorological data module, and by institute
State during real time data information writes the tables of data；
The engineering survey setting-out and product acceptance data, Bored Pile Foundation construction data, physical dimension data, reinforcing bar solid data,
Concrete solid data, built-in fitting solid data, prestressing force solid data, steel construction solid data, project and measures data, environment
Data and the theoretical engineering survey setting-out and product acceptance data, theoretical drill pile foundation construction data, theoretical construct sized data,
Theoretical reinforcing bar solid data, theoretical concrete solid data, theoretical built-in fitting solid data, theoretical prestressing force solid data, reason
Corresponded on the row of tables of data respectively by steel construction solid data, theoretical project and measures data, theoretical environmental data.
Step 6, data analysis：
The engineering survey setting-out and product acceptance data, drilled pile in the tables of data that step S5 data receivers and association are set up
Foundation construction data, physical dimension data, reinforcing bar solid data, concrete solid data, built-in fitting solid data, prestressing force reality
Volume data, steel construction solid data, project and measures data and the theoretical engineering survey setting-out and product acceptance data, theoretical drill stake
Foundation construction data, theoretical construct sized data, theoretical reinforcing bar solid data, theoretical concrete solid data, theoretical built-in fitting
Solid data, theoretical prestressing force solid data, theoretical steel construction solid data, theoretical project and measures data are contrasted one by one respectively,
According to comparing result be divided into it is excellent, good, in, differ from four grades；It is described it is excellent be field data and gross data gap between 0 ~ 5%；
It is described it is good be field data and gross data gap between 5 ~ 10%；In described for field data and gross data gap 10 ~
Between 15%；The difference is field data and gross data gap between 15 ~ 20%；
The theoretical environmental data is contrasted and analyzed respectively with the environmental data, and according to the close of analysis comparing result
Degree is divided into：Safety, attention, dangerous Three Estate；
It is described it is excellent in the corresponding bridge threedimensional model with green show；
It is described it is good in the corresponding bridge threedimensional model with blueness show；
With orange display in the corresponding bridge threedimensional model in described；
The difference is in the corresponding bridge threedimensional model with red display.
Step 7, information output：
By in the data results output of the step S6 to display, user can just can by computer monitor
The process and detail of whole bridge construction process are clearly checked, in order to pinpoint the problems in time, solve problem.Further
, the way of output can include but is not limited to display, printer, plotter and lead to information in the form of radio signals
Know user.
Specifically, by taking certain bridge construction information management system as an example, the system arrives field data collection according to step 1 ~ 5
One is provided with AutodeskRevit softwares, SQL Server 2008 as on the computer of platform, and the platform establishes bag
The threedimensional model and corresponding model database of bridge are included, and is offered and can be worked as site operation with the platform interface of mobile communication
During there is unusual condition, such as when the excavating depth of drilled pile does not reach the theoretical value of Bridge Design requirement, system is in step
During rapid 6 data analysis can find the problem, simultaneously system by the drilled pile color on corresponding threedimensional model according to
In step 6 it is corresponding it is excellent, good, in, difference match somebody with somebody different colors, quickly pinpointed the problems in order to administrative staff, while using right
Words frame ejection mode points out the drilled pile to there is problem, and the information is sent into drilled pile construction person in charge's by network
On mobile phone, in order to finding and correcting mistake in time；Preferably, platform can be arranged as required to need the personnel of transmission information
Structure, such as, if not serious engineering problem, system only needs to will send information to construction management group group leader, such as
Fruit is serious problem, then must send information to all engineering persons in charge.System can also carry out project progress inquiry,
Such as think the concrete quality situation that pours for certain day of inquiry, can inputting date and project can ought in the retrieval column of system
The information such as it concrete provider, proportioning, mixing time, watering time are shown with forms mode.In addition, system can also
Early warning, wind speed, water level, water-carrying capacity, humidity that system is collected into according to environmental data collecting unit etc. are carried out to environmental hazard, is matched somebody with somebody
The region meteorological data for closing meteorological department's offer carries out early warning to the natural calamity that engineering is possible to occur, and with short message or phone
Mode notifies person in charge.
The present invention is compared using the Practical Project construction information of on-site collection with model theory engineering information, by three-dimensional
Model shows the details of project progress and any one construction details in real time, coordinates monitoring environmental data, reaches effectively pipe
Reason, inquiry, early warning etc., the supervision to bridge construction process provide great convenience.
Claims (9)
1. a kind of bridge construction information acquisition management method, it is characterised in that comprise the following steps：
S1, set up bridge model, database and functional module；
S2, on-site data gathering；
S3, field data are arranged；
S4, data judge and transmit；
S5, data receiver and association；
S6, data analysis；
S7, information output.
2. method according to claim 1, it is characterised in that：The step S1 sets up bridge model, database and function
Module includes setting up bridge threedimensional model, bridge information database and data reception module, pattern number using computer software
According to module, data association module, Data Management Analysis module, meteorological data module；
The model data module includes：Theoretical engineering survey setting-out and product acceptance data, theoretical drill pile foundation construction data, reason
It is pre- by physical dimension data, theoretical reinforcing bar solid data, theoretical concrete solid data, theoretical built-in fitting solid data, theory
Stress solid data, theoretical steel construction solid data, theoretical project and measures data, theoretical environmental data.
3. method according to claim 2, it is characterised in that：The computer software be AutodeskRevit softwares and
The database software of SQL Server 2008.
4. method according to claim 1, it is characterised in that：The step S2 on-site data gatherings include：Engineering survey
Setting-out and examination collection, the collection of Bored Pile Foundation construction information, physical dimension information gathering, the collection of reinforcing bar entity information, coagulation
Native entity information collection, the collection of built-in fitting entity information, the collection of prestressing force entity information, the collection of steel construction entity information, scheme
Action Message collection, environment information acquisition.
5. method according to claim 4, it is characterised in that：The step S3 field datas are arranged to be included：By the step
Engineering survey setting-out and product acceptance data, Bored Pile Foundation construction data, physical dimension data, steel that rapid S2 on-site data gatherings are arrived
Muscle solid data, concrete solid data, built-in fitting solid data, prestressing force solid data, steel construction solid data, scheme are arranged
Data, environmental data are applied to be classified and unified dimension.
6. method according to claim 5, it is characterised in that：The step S4 data judge and transmission includes：According to step
Engineering survey setting-out and product acceptance data, Bored Pile Foundation construction data, physical dimension data, reinforcing bar entity number that rapid S3 is obtained
According to, concrete solid data, built-in fitting solid data, prestressing force solid data, steel construction solid data, project and measures data,
Environmental data judged respectively, data is resurveyed if the data being judged exceed normal range (NR), if the data being judged
The receiving terminal of next step is then transferred data in normal range (NR)；
The normal range (NR) is the reference range for pre-setting.
7. method according to claim 6, it is characterised in that：The step S5 data receivers and association include following step
Suddenly：
S501, the engineering survey setting-out and product acceptance data, Bored Pile Foundation that are received by the data reception module are applied
Number evidence, physical dimension data, reinforcing bar solid data, concrete solid data, built-in fitting solid data, prestressing force entity number
According to, steel construction solid data, project and measures data, environmental data set up corresponding tables of data in the database；
S502, by the engineering survey setting-out and product acceptance data, Bored Pile Foundation construction data, physical dimension data, reinforcing bar reality
Volume data, concrete solid data, built-in fitting solid data, prestressing force solid data, steel construction solid data, project and measures number
Write in the tables of data same row according to, environmental data；
S503, by the theoretical engineering survey setting-out and product acceptance data, theoretical drill pile foundation construction data, theoretical construct size
Data, theoretical reinforcing bar solid data, theoretical concrete solid data, theoretical built-in fitting solid data, theoretical prestressing force entity number
According to, theoretical steel construction solid data, theoretical project and measures data, theoretical environmental data write in another row of the tables of data；
S504, real time meteorological data information is obtained from local meteorological observatory by network using the meteorological data module, and by institute
State during real time data information writes the tables of data；
The engineering survey setting-out and product acceptance data, Bored Pile Foundation construction data, physical dimension data, reinforcing bar solid data,
Concrete solid data, built-in fitting solid data, prestressing force solid data, steel construction solid data, project and measures data, environment
Data and the theoretical engineering survey setting-out and product acceptance data, theoretical drill pile foundation construction data, theoretical construct sized data,
Theoretical reinforcing bar solid data, theoretical concrete solid data, theoretical built-in fitting solid data, theoretical prestressing force solid data, reason
Corresponded on the row of tables of data respectively by steel construction solid data, theoretical project and measures data, theoretical environmental data.
8. method according to claim 7, it is characterised in that：The step S6 data analyses include：
The engineering survey setting-out and product acceptance data, drilled pile in the tables of data that step S5 data receivers and association are set up
Foundation construction data, physical dimension data, reinforcing bar solid data, concrete solid data, built-in fitting solid data, prestressing force reality
Volume data, steel construction solid data, project and measures data and the theoretical engineering survey setting-out and product acceptance data, theoretical drill stake
Foundation construction data, theoretical construct sized data, theoretical reinforcing bar solid data, theoretical concrete solid data, theoretical built-in fitting
Solid data, theoretical prestressing force solid data, theoretical steel construction solid data, theoretical project and measures data are contrasted one by one respectively,
According to comparing result be divided into it is excellent, good, in, differ from four grades；It is described it is excellent be field data and gross data gap between 0 ~ 5%；
It is described it is good be field data and gross data gap between 5 ~ 10%；In described for field data and gross data gap 10 ~
Between 15%；The difference is field data and gross data gap between 15 ~ 20%；
The theoretical environmental data is contrasted and analyzed respectively with the environmental data, and according to the close of analysis comparing result
Degree is divided into：Safety, attention, dangerous Three Estate.
9. method according to claim 8, it is characterised in that：The step S7 information outputs include：By the step S6
Data results exported, it is described output include display, printer, plotter and by information with radio signal
Form notify user.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710029807.1A CN106803149B (en) | 2017-01-17 | 2017-01-17 | Bridge construction information acquisition and management method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710029807.1A CN106803149B (en) | 2017-01-17 | 2017-01-17 | Bridge construction information acquisition and management method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106803149A true CN106803149A (en) | 2017-06-06 |
| CN106803149B CN106803149B (en) | 2020-10-20 |
Family
ID=58984513
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710029807.1A Active CN106803149B (en) | 2017-01-17 | 2017-01-17 | Bridge construction information acquisition and management method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106803149B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109614697A (en) * | 2018-12-10 | 2019-04-12 | 吉林省瑞凯科技股份有限公司 | A kind of bridge management system based on BIM |
| CN110033199A (en) * | 2019-04-19 | 2019-07-19 | 深圳格调网络运营有限公司 | A kind of house ornamentation construction third party's quality monitoring intellectualized management system |
| CN111062084A (en) * | 2019-12-30 | 2020-04-24 | 广东海外建设咨询有限公司 | Municipal bridge engineering construction supervision system |
| CN112365222A (en) * | 2020-10-21 | 2021-02-12 | 中交第二航务工程局有限公司 | Intelligent construction informatization system for cast-in-situ bored pile |
| CN112668076A (en) * | 2020-12-19 | 2021-04-16 | 重庆建工住宅建设有限公司 | Multi-order high slope comprehensive information construction method for soil-rock combined stratum |
| CN112819440A (en) * | 2021-02-04 | 2021-05-18 | 重庆图强工程技术咨询有限公司 | Whole process engineering consultation decision support method and system |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014032534A (en) * | 2012-08-03 | 2014-02-20 | Computer System Kenkyusho:Kk | Cad information creation device, cad information creation method, cad information creation program, medium, and solid model |
-
2017
- 2017-01-17 CN CN201710029807.1A patent/CN106803149B/en active Active
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014032534A (en) * | 2012-08-03 | 2014-02-20 | Computer System Kenkyusho:Kk | Cad information creation device, cad information creation method, cad information creation program, medium, and solid model |
Non-Patent Citations (1)
| Title |
|---|
| 高晶晶等: "BIM技术在桥梁施工中的应用", 《西部交通科技》 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109614697A (en) * | 2018-12-10 | 2019-04-12 | 吉林省瑞凯科技股份有限公司 | A kind of bridge management system based on BIM |
| CN110033199A (en) * | 2019-04-19 | 2019-07-19 | 深圳格调网络运营有限公司 | A kind of house ornamentation construction third party's quality monitoring intellectualized management system |
| CN111062084A (en) * | 2019-12-30 | 2020-04-24 | 广东海外建设咨询有限公司 | Municipal bridge engineering construction supervision system |
| CN112365222A (en) * | 2020-10-21 | 2021-02-12 | 中交第二航务工程局有限公司 | Intelligent construction informatization system for cast-in-situ bored pile |
| CN112668076A (en) * | 2020-12-19 | 2021-04-16 | 重庆建工住宅建设有限公司 | Multi-order high slope comprehensive information construction method for soil-rock combined stratum |
| CN112819440A (en) * | 2021-02-04 | 2021-05-18 | 重庆图强工程技术咨询有限公司 | Whole process engineering consultation decision support method and system |
| CN112819440B (en) * | 2021-02-04 | 2023-08-22 | 重庆图强工程技术咨询有限公司 | Whole process engineering consultation decision support method and system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106803149B (en) | 2020-10-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106803149A (en) | Bridge construction information acquisition management method | |
| CN107817744B (en) | Communal facility safety monitoring system | |
| CN105155599B (en) | Remote information monitoring and analyzing device and method for cement soil mixing pile | |
| CN106886848A (en) | Bridge construction information acquisition management system | |
| CN104879169B (en) | Underground engineering and the unattended real time monitoring early warning system of deep basal pit and its working method | |
| KR100376100B1 (en) | Remote sensing system of structure | |
| CN101813478B (en) | Ground sedimentation monitoring system | |
| CN104678954A (en) | Dam safety intelligent monitoring and pre-warning system based on full life circle and method thereof | |
| CN103324177A (en) | Dynamic quality remote monitoring system and method in production of cement concrete | |
| Liu et al. | Study on real-time construction quality monitoring of storehouse surfaces for RCC dams | |
| CN105976569A (en) | Landslide hazard monitoring system and method | |
| CN105952495A (en) | Wireless positioning portable tunnel construction safety warning system and wireless positioning portable tunnel construction safety warning method | |
| CN106840256A (en) | A kind of civil engineering structure health detecting system | |
| CN112533167A (en) | Coal rock dynamic disaster wireless monitoring system and method based on 5G communication | |
| CN108955775A (en) | A kind of Position monitoring devices and method with RDSS function | |
| CN208420246U (en) | A kind of CFST Arch Bridge pipe inner concrete monitoring system of stress and strain | |
| CN113053063A (en) | Mobile terminal-based disaster online disposal flow implementation method | |
| CN112878333A (en) | Intelligent support system and method integrating monitoring and early warning | |
| CN108681315A (en) | A kind of construction project Site Detection management system based on Internet of Things | |
| CN202285139U (en) | Dynamic quality monitoring system for ready-mixed commercial concrete | |
| CN109341757A (en) | A kind of the intelligent detecting prewarning system and its application method of information system operation data | |
| CN209131714U (en) | A kind of Position monitoring devices with RDSS function | |
| CN202970793U (en) | Remote and field three-dimensional digital warning facility for deformation stability of tunnel primary support body | |
| CN116504028A (en) | Geological disaster monitoring and early warning system | |
| CN114493295A (en) | Method for determining tunnel monitoring project under salt rock geology and monitoring system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: Room 1317 and 1319, 13th floor, building 1, Xingwu building, No.3 Qifeng Road, biaoying New District, biaoying community, Wuming District, Nanning City, Guangxi Zhuang Autonomous Region Patentee after: NO 5 ENGINEERING Co.,Ltd. OF SHANGHAI CIVIL ENGINEERING CO LTD OF CREC Patentee after: SHANGHAI CIVIL ENGINEERING Co.,Ltd. OF CREC Address before: No. 272, JIANGCHANG Third Road, Jing'an District, Shanghai 200346 Patentee before: SHANGHAI CIVIL ENGINEERING Co.,Ltd. OF CREC Patentee before: NO 5 ENGINEERING Co.,Ltd. OF SHANGHAI CIVIL ENGINEERING CO LTD OF CREC |