CN106557040B - A kind of high-building construction monitoring system and monitoring method - Google Patents
A kind of high-building construction monitoring system and monitoring method Download PDFInfo
- Publication number
- CN106557040B CN106557040B CN201510631021.8A CN201510631021A CN106557040B CN 106557040 B CN106557040 B CN 106557040B CN 201510631021 A CN201510631021 A CN 201510631021A CN 106557040 B CN106557040 B CN 106557040B
- Authority
- CN
- China
- Prior art keywords
- module
- monitoring
- data
- information
- data acquisition
- 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.)
- Active
Links
Landscapes
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The present invention relates to construction.A kind of high-building construction monitoring system, including project management department's central control module, work progress performance state computing module, data acquisition module, communication module and monitoring information sharing module；Wherein the purpose of work progress performance state computing module is easy for setting the early warning value of area monitoring's index with overall performance index；Structure general image is shown using Building Information Model and numerical value simulation calculation and local performance state carries out Construction Course Analysis, and the processing that picture/text information module carries out effective information is set, and is sent to the mobile phone user of project management department personnel by GSM；Point arrangement is monitored using data acquisition plane distribution site, data acquisition floor website, data-collecting sub-station three-level according to plane domain, symmetry, floor, tower crane position etc..The present invention realizes the purpose of information sharing and information management；Install and operate that simple and feasible, stability is good, at low cost, high-efficient.
Description
Technical field
The present invention relates to construction more particularly to a kind of construction to monitor system.
Background technique
In order to understand construction situation in time, Construction Schedule is grasped, is usually arranged in construction site a set of
Monitoring system,
As landmark continues to bring out, structure develops to the bigger direction of superelevation, span, and construction speed constantly adds
Fastly, new issue is brought to construction safety and shaping structures.High-building construction process monitoring work is to ensure that high-building construction
Every observation data information of the important process content of safety and quality, monitoring is the correctness of Construction of High-rise structural analysis and refers to
It leads construction and Data safeguard is provided.Current construction monitoring is less for the construction monitoring of super high-rise building, it is also necessary in conjunction with
The development of modern technologies carries out rational modification.
The existing monitoring technology patent closely related with this patent mainly has: (1) construction monitors system by place an order
Member composition includes: the sensor unit for being laid in target monitoring floor, if by dry temperature sensor and several strain transducer groups
At, for measuring temperature load and the strain of fabric structure；It is laid in the vertical displacement measuring unit of target monitoring floor,
For measuring the whole vertical displacement size of fabric structure；Several acquisition units of target monitoring floor are laid in, with the biography
Sensor cell is connected with the vertical displacement measuring unit, single for acquiring the sensor unit and vertical displacement measurement
The measurement data of member；Host, for exporting the measurement data of the acquisition unit acquisition (referring in detail to patent No. CN
102607644 A);(2) a kind of remote automation construction monitoring system comprising: multiple sensors set on construction site, with
And connected multiple measure and control devices corresponding with sensor, sensor are used to detect required different data, be equipped in measure and control device
Data acquisition module, microcontroller and the remote communication module being sequentially connected, data acquisition module are connected with corresponding sensor；
Central controller is connected with the remote communication module in each measure and control device；User terminal passes through network and central controller phase
Even；Data that data collecting module collected sensor detects simultaneously are transferred to microcontroller, and microcontroller passes through data long-range
Communication module is transferred to central controller (referring in detail to 202886960 U of patent No. CN).
For skyscraper, there are following deficiencies for existing construction monitoring mode:
The first, the shape of the construction equipments facilities such as high-rise especially super-high building structure form complexity, some tower cranes, creeping formwork
State security relationship is great, therefore monitoring data key point is more, needs to optimize and coordinate the arrangement of point, and in model monitoring
The evaluation of structure overall security is carried out in evaluation；The second, using artificial monitoring of fixed place and time and data are extracted, monitoring content and
Monitoring efficiency can not in time, comprehensively obtain the response message in structure construction procedure and feed back to project management department supervisory engineering staff
With site construction management personnel, Construction State can not be controlled in time, affect the efficiency of decision-making；Third, the prior art without
Method visual pattern combines analysis, field measurement, administrative decision, information sharing and Construction control is calculated, really real
The systematicness and science of existing construction monitoring.
Summary of the invention
The present invention is directed to overcome the deficiencies of existing technologies, a kind of high-building construction monitoring system is provided.The present invention realizes
The purpose of information sharing and information management；Install and operate that simple and feasible, stability is good, at low cost, high-efficient.
In order to solve the above-mentioned technical problem, a kind of high-building construction monitors system, which is characterized in that including in project management department
Entreat control module, work progress performance state computing module, data acquisition module, communication module and monitoring information sharing module；
Project management department's central control module is the command console of entire monitoring system, by signal receiver and project pipe
Reason system composition, in the form of network connection and work progress performance state computing module, data acquisition module, communication module,
The connection of monitoring information sharing module；
The work progress performance state computing module includes configuration state performance instruction input, numerical simulation calculating, builds
Build information model, simulation and measured data comparison information, " hot spot " processing information, image display；
The data acquisition module acquires floor website, data by monitoring site, data acquisition plane distribution site, data
Acquisition substation composition,
Wherein monitoring site is mainly the laying of the monitoring site of specific component level, including stress strain gauge, wind
Speed/Pressure testing sensor, the test of floor verticality, vertical displacement measurement and horizontal displacement measurement；The data acquisition plane
Distribution site refers to that the laying of the plane point on a certain floor divides acquisition point according to plane domain；
Data acquisition floor website refers to the laying website of specific floor；Data-collecting sub-station refers to be adopted as what floor section divided
Collect website；The monitoring site is connect by wired with data acquisition plane distribution site, data acquisition plane distribution station
Point is with data acquisition floor website using wireless connection；
The data acquisition floor website and data-collecting sub-station are using being wirelessly connected, and wherein data acquisition plane is distributed station
Point also can divide website according to Core Walls Structure and frame；
The communication module is made of data-collecting sub-station, terminal and transmitting information communications tower；The data acquisition
It stands and is formed including acquisition module, controller and wireless router；The terminal have information transmit and emission function, for gram
Take signal shielding；The transmitting communication tower and terminal are installed on tower crane to emit signal and pass to project management department center control mould
Block；
The monitoring information sharing module by image display in project management system and warning module by picture/
The small effective information of simple, intuitive, memory is sent in the form of short message and wechat and project by text information by gsm module
The related administrative staff of construction monitoring and technical staff realize the purpose of safe early warning and information sharing.
A kind of monitoring method of the high-building construction monitoring system according to, it includes:
Progress construction simulation analysis is being calculated using the numerical simulation in work progress performance state computing module first, it should
The calculating key takeaway of step includes: key member such as frame column, semi-girder truss, diagonal brace, waist truss ess-strain peak point；Core
The vertical displacement peak value and correlation displacement peak point of heart cylinder wall, frame column.Core Walls Structure and outer framework due to the material that uses not
Together, the sedimentation compressive deformation difference of selective analysis between the two is answered.Due to the relationship of semi-girder truss installa-tion timing, need to pay close attention to peace
Fill the relationship between timing and structural behaviour state, additional stress three.Work progress performance state computing module 2 can be
Integrally-built main performance index is inputted in configuration state performance instruction input 21, such as the load action in structure construction procedure
Under maximum stratified deformation, maximum vertical deformation, maximum top layer acceleration etc., early warning can be carried out more than performance indicator；
According to monitoring scheme and numerical simulation calculate as a result, carrying out the laying and measurement of vertical displacement measuring point；Vertical position
Layout of the monitoring points is moved in structure global displacement or Core Walls Structure and the biggish region of outer framework relative deformation theoretical value, semi-girder truss,
The huge column in corner, Core Walls Structure and truss junction can be used as vertical displacement monitoring point.According to symmetry when above-mentioned each layout of the monitoring points
Principle is evenly arranged.The position of ess-strain layout of the monitoring points stress peak point and stress complexity in the structure, is especially closed
Infuse conversion layer, enhancement layer, tall and big formwork, gradient big position or rod piece；
It lays at the scene for carrying out data collection system；First according to structural symmetry, vertical structure variation characteristic and selection
The position of data acquisition plane distribution site determines that data acquire floor website further according to the floor of point layout, then selects
Key position floor is selected as data-collecting sub-station, data-collecting sub-station selection adds apart from the closer position in tower crane position
The damp-proof and fireproof of website is protected by force, work progress material transport is avoided to damage website, should make to indicate in site location；
The point and website of arrangement are simulated in Building Information Model；
Various kinds of sensors signal uniform modulation is digital signal by data-collecting sub-station, and passes through controller and wireless routing
Device will be sent to terminal data acquisition server in data set, the transmitting information communications tower being then then forwarded on tower crane；Hair
The signal receiver that signal is wirelessly transmitted to command centre, project management department by information communication tower is penetrated, and through optical cable transmission to meter
Calculation machine carries out data analysis, processing, evaluation, the early warning work of construction monitoring in computer in registry entry management system；And lead to
Technical staff and administrative staff that effective pictorial information and text information are sent to project management department by gsm module are crossed, with realization pair
The process control of the performance of site operation process.
Project management department's central control module of the present invention, work progress performance state computing module, data acquisition module, communication mould
Block, monitoring information sharing module constitute new monitoring system, respectively correspond construction monitoring process control, monitoring calculation analysis with
Performance Evaluation, data acquisition, information transmitting and information sharing function.Wherein use the mesh of work progress performance state computing module
Be easy for the early warning value of area monitoring's index is set with overall performance index.Using Building Information Model and numerical simulation meter
It calculates to show structure general image and carries out Construction Course Analysis with local performance state, and picture/text information module is set
The processing of effective information is carried out, and the mobile phone user of project management department personnel is sent in order to which information sharing and early warning are mentioned by GSM
Show.Floor station is acquired using data acquisition plane distribution site, data according to plane domain, symmetry, floor, tower crane position etc.
Point, data-collecting sub-station three-level monitor point arrangement, realize the hierarchy of monitoring arrangement, eliminate the laying of construction monitoring website
Blindness.On tower crane setting transmitting communication tower and cooperate terminal realize signal transmission, terminal have information transmission and
Emission function can be used for overcoming signal shielding.
There is systematicness between monitoring site of the present invention, help to instruct site operation monitoring location；Realize it is wired with
The complementation approach of wireless monitor reduces influence of the complex characteristics of site operation environment to signal shielding, reduces monitoring personnel
The cost of scene regulation.The present invention can be effectively by numerical simulation, field measurement, administrative decision, information sharing and Construction control
System combination is carried out, makes working actively for acquisition, analysis, processing, publication and the alarm of data using network intelligence technological means
It is converted into the achievement of visual pattern, realizes the purpose of information sharing and information management；Install and operate simple and feasible, stability
It is good, at low cost, high-efficient, especially suitable for coastal wind field bad environments, the insufficient super high-rise building engineering of monitored by personnel's condition.
Detailed description of the invention
In the following, in conjunction with attached drawing, the present invention is further illustrated:
Fig. 1 is the schematic diagram of the high-building construction monitoring system of one embodiment of the invention；
Fig. 2 is that the structure of the work progress performance state computing module in high-building construction monitoring system shown in Fig. 1 is shown
It is intended to；
Fig. 3 is the data acquisition module schematic diagram in high-building construction monitoring system shown in Fig. 1；
Fig. 4 is the communication module schematic diagram in high-building construction monitoring system shown in Fig. 1；
Fig. 5 is the monitoring information sharing module schematic diagram in high-building construction monitoring system shown in Fig. 1.
Specific embodiment
As depicted in figs. 1 and 2, a kind of high-building construction of the present invention monitors system, including project management department's central control module
1, work progress performance state computing module 2, data acquisition module 3, communication module 4, monitoring information sharing module 5.The item
Mesh portion central control module 1 is the command console of entire monitoring system, by signal receiver 11 and 12 groups of project management system
At, in the form of network connection with work progress performance state computing module 2, data acquisition module 3, communication module 4, monitoring letter
Sharing module 5 is ceased to connect.Project management department's central control module 1 is mainly used for project management department administrative staff and technical staff to work progress
Performance state be monitored, analyze, evaluate and control；It is mainly made of signal receiver and project management system, project pipe
Reason system is effectively run using construction monitoring as the important component of information management for guiding construction process engineering.It is described
Work progress performance state computing module 2 calculates 22, Building Information Model by configuration state performance instruction input 21, numerical simulation
23, simulation handles information 25, image display 26 with measured data comparison information 24, " hot spot "；Work progress performance state
Computing module 2 for project management department supervisory engineering staff for desired Properties Control index to the method for Construction simulation and process into
Row adjustment, then makees complementary finger to construction monitoring scheme according to the performance indicator such as ess-strain, displacement etc. being calculated
It leads, and Synchronization Analysis field measurement data, the Construction Simulation process of model is adjusted according to measured data, furthermore combine building
Information model to the difficult point of work progress and key point synchronize simulate, and it is highlighted to biggish " hot spot " region of ess-strain
It has been shown that, and obtained effective information is transferred to each member that project under construction is implemented, the information of engineering is shared, it is special
It is not to carry out early warning for being likely to occur the dangerous factors of instability, to prompt participant to provide control measure, to eliminate
Security risk.The data acquisition module 3 acquires floor station by monitoring site 34, data acquisition plane distribution site 33, data
Point 32, data-collecting sub-station 31 form, and wherein monitoring site 34 is mainly the laying of the monitoring site of specific component level, including
Stress strain gauge, wind speed/Pressure testing sensor, the test of floor verticality, vertical displacement measurement and horizontal displacement measurement；
The data acquisition plane distribution site 33 refers to that the laying of the plane point on a certain floor is adopted according to plane domain division
Collect point；Data acquisition floor website 32 refers to the laying website of specific floor；Data-collecting sub-station 31 refers to be divided by floor section
Acquisition website.The monitoring site 34 is connect by wired with data acquisition plane distribution site 33, and the data acquisition is flat
Using being wirelessly connected, the data acquisition floor website 32 and data are acquired for EDS maps website 33 and data acquisition floor website 32
Substation 31 is using being wirelessly connected, and wherein data acquisition plane distribution site 33 also can divide website according to Core Walls Structure and frame.Institute
Communication module 4 is stated to be made of data-collecting sub-station 31, terminal 42 and transmitting information communications tower 43；The data-collecting sub-station 31
It is formed including acquisition module 311, controller 312 and wireless router 313；There is the terminal 42 information to transmit and emit function
Can, for overcoming signal shielding；The transmitting communication tower 43 is installed on tower crane with terminal 42 passes to item to emit signal
Mesh portion central control module 1.The monitoring information sharing module 5 passes through 51 He of image display in project management system 12
Warning module 52 by picture/text information 53 by the small effective information of simple, intuitive, memory by gsm module 54 with short message and micro-
The form of letter, which is sent to, monitors related administrative staff and technical staff with project construction, realizes safe early warning and information sharing
Purpose.
The construction monitoring method for being applied to Frame-Shear wall using the present invention is described below:
22 progress work progress moulds are being calculated using the numerical simulation in work progress performance state computing module 2 first
Quasi-, the calculating key takeaway of the step includes: key member such as frame column, semi-girder truss, diagonal brace, waist truss ess-strain peak value
Point；The vertical displacement peak value and correlation displacement peak point of Core Walls Structure wall, frame column.Core Walls Structure and outer framework are due to the material that uses
Material is different, answers the sedimentation compressive deformation difference of selective analysis between the two.Due to the relationship of semi-girder truss installa-tion timing, need to close
Relationship between note installation timing and structural behaviour state, additional stress three.Work progress performance state computing module 2 can
To input integrally-built main performance index in configuration state performance instruction input 21, such as the load in structure construction procedure
Maximum stratified deformation, maximum vertical deformation, maximum top layer acceleration under effect etc., can carry out early warning more than performance indicator.
According to monitoring scheme and numerical simulation calculate 22 as a result, carrying out the laying and measurement of vertical displacement measuring point.Vertically
Monitoring point for displacement is laid in structure global displacement or Core Walls Structure and the biggish region of outer framework relative deformation theoretical value, semi-girder purlin
Frame, the huge column in corner, Core Walls Structure and truss junction can be used as vertical displacement monitoring point.According to symmetrical when above-mentioned each layout of the monitoring points
Property principle is evenly arranged.The position of ess-strain layout of the monitoring points stress peak point and stress complexity in the structure, especially
Pay close attention to conversion layer, enhancement layer, tall and big formwork, gradient big position or rod piece.
It lays at the scene for carrying out data collection system.First according to structural symmetry, vertical structure variation characteristic and selection
The position of data acquisition plane distribution site 33 determines that data acquire floor website 32 further according to the floor of point layout, so
Select key position floor as data-collecting sub-station 31 afterwards, data-collecting sub-station is selected apart from the closer position in tower crane position
It sets, and reinforces protecting the damp-proof and fireproof of website, work progress material transport is avoided to damage website, it should be in site location
Work indicates.The point and website of arrangement can be simulated in Building Information Model.
Various kinds of sensors signal uniform modulation is digital signal by data-collecting sub-station 31, and passes through controller 312 and nothing
Line router 313 will be sent to 42 data acquisition server of terminal in data set, the transmitting letter being then then forwarded on tower crane
Cease communications tower 43.Signal is wirelessly transmitted to the signal receiver of command centre, project management department by transmitting information communications tower 43
11, and data analysis, the place of construction monitoring are carried out in registry entry management system 12 in computer to computer through optical cable transmission
Reason, evaluation, early warning work；And effective pictorial information and text information are sent to the technology of project management department by gsm module 54
Personnel and administrative staff, to realize the process control to the performance of site operation process.
Claims (2)
1. a kind of high-building construction monitors system, which is characterized in that including project management department's central control module, work progress performance
State computation module, data acquisition module, communication module and monitoring information sharing module；
Project management department's central control module is the command console of entire monitoring system, by signal receiver and project management system
System composition, in the form of network connection and work progress performance state computing module, data acquisition module, communication module, monitoring
The connection of information sharing module；
The work progress performance state computing module includes configuration state performance instruction input, numerical simulation calculates, building is believed
Cease model, simulation and measured data comparison information, " hot spot " handles information, image display；
The data acquisition module is acquired by monitoring site, data acquisition plane distribution site, data acquisition floor website, data
Substation composition,
Wherein monitoring site is mainly the laying of the monitoring site of specific component level, including stress strain gauge, wind speed/wind
Pressure test sensor, the test of floor verticality, vertical displacement measurement and horizontal displacement measurement；Data acquisition plane distribution station
Point refers to that the laying of the plane point on a certain floor divides acquisition point according to plane domain；
Data acquisition floor website refers to the laying website of specific floor；Data-collecting sub-station refers to the acquisition station divided by floor section
Point；The monitoring site is connect by wired with data acquisition plane distribution site, the data acquisition plane distribution site with
Data acquire floor website using wireless connection；
Data acquisition floor website and data-collecting sub-station are using being wirelessly connected, and wherein data acquisition plane distribution site is also
Website can be divided according to Core Walls Structure and frame；
The communication module is made of data-collecting sub-station, terminal and transmitting information communications tower；The data-collecting sub-station packet
Include acquisition module, controller and wireless router composition；The terminal has information transmission and emission function, for overcoming letter
Number shielding；The transmitting communication tower and terminal are installed on tower crane to emit signal and pass to project management department's central control module；
The monitoring information sharing module is by image display in project management system and warning module by picture/text
The information and small effective information of simple, intuitive, memory is sent in the form of short message and wechat by GSM module and project construction
Related administrative staff and technical staff are monitored, realizes the purpose of safe early warning and information sharing.
2. a kind of monitoring method of the high-building construction monitoring system according to claim 1, which is characterized in that it is wrapped
It includes:
Progress construction simulation analysis, the step are being calculated using the numerical simulation in work progress performance state computing module first
Calculating key takeaway include: key member such as frame column, semi-girder truss, diagonal brace, waist truss ess-strain peak point；Core Walls Structure
The vertical displacement peak value and correlation displacement peak point of wall, frame column；
Core Walls Structure and outer framework answer the sedimentation compressive deformation difference of selective analysis between the two since the material used is different；
Due to the relationship of semi-girder truss installa-tion timing, need to pay close attention to installation timing and structural behaviour state, additional stress three it
Between relationship；
It can be inputted in configuration state performance instruction input 21 in work progress performance state computing module 2 integrally-built
Main performance index, such as maximum stratified deformation, maximum vertical deformation, the maximum top layer under the load action in structure construction procedure
Acceleration etc. can carry out early warning more than performance indicator；
According to monitoring scheme and numerical simulation calculate as a result, carrying out the laying and measurement of vertical displacement measuring point；Vertical displacement prison
Measuring point is laid in structure global displacement or Core Walls Structure and the biggish region of outer framework relative deformation theoretical value, semi-girder truss, corner
Huge column, Core Walls Structure and truss junction can be used as vertical displacement monitoring point；
It is evenly arranged when above-mentioned each layout of the monitoring points according to symmetry principle；
The position of ess-strain layout of the monitoring points stress peak point and stress complexity in the structure, especially concern conversion layer,
Enhancement layer, tall and big formwork, gradient big position or rod piece；
It lays at the scene for carrying out data collection system；First according to structural symmetry, vertical structure variation characteristic and selection data
The position of acquisition plane distribution site determines that data acquire floor website further according to the floor of point layout, and then selection is closed
Key position floor as data-collecting sub-station, reinforce pair apart from the closer position in tower crane position by data-collecting sub-station selection
The damp-proof and fireproof of website is protected, and work progress material transport is avoided to damage website, should make to indicate in site location；Arrangement
Point and website simulated in Building Information Model；
Various kinds of sensors signal uniform modulation is digital signal by data-collecting sub-station, and will by controller and wireless router
Terminal data acquisition server is sent in data set, the transmitting information communications tower being then then forwarded on tower crane；Transmitting letter
Signal is wirelessly transmitted to the signal receiver of command centre, project management department by breath communications tower, and through optical cable transmission to calculating
Machine carries out data analysis, processing, evaluation, the early warning work of construction monitoring in the registry entry management system of computer；And pass through
Effective pictorial information and text information are sent to the technical staff and administrative staff of project management department by GSM module, to realize to existing
The process control of the performance of field work progress.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510631021.8A CN106557040B (en) | 2015-09-29 | 2015-09-29 | A kind of high-building construction monitoring system and monitoring method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510631021.8A CN106557040B (en) | 2015-09-29 | 2015-09-29 | A kind of high-building construction monitoring system and monitoring method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106557040A CN106557040A (en) | 2017-04-05 |
| CN106557040B true CN106557040B (en) | 2019-04-26 |
Family
ID=58416824
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510631021.8A Active CN106557040B (en) | 2015-09-29 | 2015-09-29 | A kind of high-building construction monitoring system and monitoring method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106557040B (en) |
Families Citing this family (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107843230A (en) * | 2017-10-31 | 2018-03-27 | 成都市第四建筑工程公司 | High and big die plate fastener type support frame deformation monitoring method and system based on BIM |
| CN109099962A (en) * | 2018-06-29 | 2018-12-28 | 宝葫历史建筑科技（上海）有限公司 | A kind of real-time monitoring system of historical building |
| CN108821117B (en) * | 2018-08-09 | 2020-01-14 | 中铁大桥科学研究院有限公司 | Intelligent bridge deck crane |
| CN109682417A (en) * | 2018-12-26 | 2019-04-26 | 中国铁路广州局集团有限公司 | High-speed rail station Long-Span Steel Space Structures health monitoring sensor-based system |
| CN110083116A (en) * | 2019-05-13 | 2019-08-02 | 上海荷福人工智能科技（集团）有限公司 | High-supported formwork monitoring method based on artificial intelligence |
| CN110241739A (en) * | 2019-06-28 | 2019-09-17 | 中铁七局集团有限公司 | Hydraulic climbing formwork digital intelligent control platform |
| CN113034004A (en) * | 2021-03-26 | 2021-06-25 | 福建汇川物联网技术科技股份有限公司 | Construction safety inspection method and device |
| CN113723772B (en) * | 2021-08-14 | 2024-03-05 | 浙江宏瑞达工程管理有限公司 | Method and system for supervising and accepting constructional engineering, storage medium and intelligent terminal |
| CN114199182A (en) * | 2021-10-08 | 2022-03-18 | 马福明 | Hydraulic structure vertical deformation monitoring device and method |
| CN114234901B (en) * | 2021-11-30 | 2023-02-03 | 中建四局第一建设有限公司 | Information monitoring method and system for dismantling and modifying super high-rise building |
| CN116256016A (en) * | 2022-11-30 | 2023-06-13 | 广东省建筑设计研究院有限公司 | Whole process health monitoring system of building structure system |
| CN116257986B (en) * | 2023-01-03 | 2023-08-25 | 中铁十九局集团有限公司 | Super high-rise building core section of thick bamboo level structure construction early warning system |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102607644A (en) * | 2012-02-23 | 2012-07-25 | 中建钢构有限公司 | Building construction monitoring system and monitoring method thereof |
| CN202486562U (en) * | 2012-03-23 | 2012-10-10 | 长安大学 | Wireless data acquisition device used in bridge construction monitoring |
| CN202810183U (en) * | 2012-08-03 | 2013-03-20 | 重庆大学 | Automatic monitoring system for high and large formwork support system construction |
| CN103016063A (en) * | 2012-12-13 | 2013-04-03 | 长安大学 | Monitoring system for construction safety |
| CN103031862A (en) * | 2013-01-12 | 2013-04-10 | 中铁二十一局集团有限公司 | Three-dimensional digital prewarning method and facility for remote intelligent monitoring of deep foundation pit deformation stability |
| CN104879169A (en) * | 2015-05-18 | 2015-09-02 | 广州市建设工程质量安全检测中心 | Underground engineering and deep foundation pit unattended real-time monitoring early warning system and working method thereof |
-
2015
- 2015-09-29 CN CN201510631021.8A patent/CN106557040B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102607644A (en) * | 2012-02-23 | 2012-07-25 | 中建钢构有限公司 | Building construction monitoring system and monitoring method thereof |
| CN202486562U (en) * | 2012-03-23 | 2012-10-10 | 长安大学 | Wireless data acquisition device used in bridge construction monitoring |
| CN202810183U (en) * | 2012-08-03 | 2013-03-20 | 重庆大学 | Automatic monitoring system for high and large formwork support system construction |
| CN103016063A (en) * | 2012-12-13 | 2013-04-03 | 长安大学 | Monitoring system for construction safety |
| CN103031862A (en) * | 2013-01-12 | 2013-04-10 | 中铁二十一局集团有限公司 | Three-dimensional digital prewarning method and facility for remote intelligent monitoring of deep foundation pit deformation stability |
| CN104879169A (en) * | 2015-05-18 | 2015-09-02 | 广州市建设工程质量安全检测中心 | Underground engineering and deep foundation pit unattended real-time monitoring early warning system and working method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106557040A (en) | 2017-04-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106557040B (en) | A kind of high-building construction monitoring system and monitoring method | |
| CN106593534B (en) | A kind of intelligent tunnel construction safety monitoring system | |
| CN105819339B (en) | A kind of Large-scale Hoisting job virtual commander compartment and its method of work | |
| CN104879169B (en) | Underground engineering and the unattended real time monitoring early warning system of deep basal pit and its working method | |
| CN107121954A (en) | Civil engineering Excavation Monitoring system and monitoring method | |
| CN206709818U (en) | High-supported formwork deforms real-time Automatic monitoring systems in Structural Engineering construction | |
| CN102768029B (en) | Method and device for industrial control by aid of sag monitoring | |
| CN101788593B (en) | State monitoring and analysis system of power cable sheath grounding current and method thereof | |
| CN107040602A (en) | A kind of foundation ditch and Intelligent Monitoring System for Underground Works and method based on Revit platforms | |
| CN102128725A (en) | Method for monitoring health and pre-warning safety of large-span space structure | |
| CN105137231A (en) | Power quality monitoring method and system | |
| CN111945796A (en) | Foundation pit deformation monitoring synchronous simulation analysis and real-time early warning system based on BIM technology | |
| CN110453970A (en) | A kind of inner suspended inner guy group Tower System of real-time monitoring pulling force and inclination angle | |
| CN107145156A (en) | A kind of power network method for inspecting and system based on unmanned plane | |
| CN104269937B (en) | A kind of operation monitoring system in distributed photovoltaic power station | |
| CN107067690A (en) | A kind of Tunnel automation monitoring system and its monitoring method based on ZigBee | |
| CN107944118A (en) | A kind of effective building safety monitoring method | |
| CN202024755U (en) | High-voltage cable construction safety monitoring system based on magnetic field sensor | |
| CN108647452A (en) | Super High work progress monitoring method based on BIM technology and system | |
| CN107204662A (en) | Towards the fault detection method and device of distribution system | |
| CN104077934A (en) | Integrated training platform for intelligent substation secondary system | |
| KR101353387B1 (en) | Communication tower-structure status monitoring system using displacement sensor | |
| CN207598292U (en) | Distributed fiberoptic sensor shield tunnel wireless monitor system based on ZigBee and BIM | |
| CN110307036B (en) | Variable cross-section tunnel structure full-life monitoring and early warning method | |
| CN108821117A (en) | A kind of intelligent erection crane |
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 |