CN114739341A - BIM-based roof steel truss jacking process safety management monitoring system and method - Google Patents
BIM-based roof steel truss jacking process safety management monitoring system and method Download PDFInfo
- Publication number
- CN114739341A CN114739341A CN202210175673.5A CN202210175673A CN114739341A CN 114739341 A CN114739341 A CN 114739341A CN 202210175673 A CN202210175673 A CN 202210175673A CN 114739341 A CN114739341 A CN 114739341A
- Authority
- CN
- China
- Prior art keywords
- module
- monitoring
- bim
- coordinate data
- data
- 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
- 238000012544 monitoring process Methods 0.000 title claims abstract description 178
- 238000000034 method Methods 0.000 title claims abstract description 60
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 59
- 239000010959 steel Substances 0.000 title claims abstract description 59
- 238000005516 engineering process Methods 0.000 claims abstract description 7
- 230000000007 visual effect Effects 0.000 claims description 7
- 230000000694 effects Effects 0.000 abstract description 2
- 230000005540 biological transmission Effects 0.000 description 6
- 238000013480 data collection Methods 0.000 description 6
- 238000013461 design Methods 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/02—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring length, width, or thickness
- G01B21/04—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring length, width, or thickness by measuring coordinates of points
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/32—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring the deformation in a solid
-
- G—PHYSICS
- G08—SIGNALLING
- G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
- G08B21/00—Alarms responsive to a single specified undesired or abnormal condition and not otherwise provided for
- G08B21/18—Status alarms
-
- G—PHYSICS
- G08—SIGNALLING
- G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
- G08B7/00—Signalling systems according to more than one of groups G08B3/00 - G08B6/00; Personal calling systems according to more than one of groups G08B3/00 - G08B6/00
- G08B7/06—Signalling systems according to more than one of groups G08B3/00 - G08B6/00; Personal calling systems according to more than one of groups G08B3/00 - G08B6/00 using electric transmission, e.g. involving audible and visible signalling through the use of sound and light sources
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y04—INFORMATION OR COMMUNICATION TECHNOLOGIES HAVING AN IMPACT ON OTHER TECHNOLOGY AREAS
- Y04S—SYSTEMS INTEGRATING TECHNOLOGIES RELATED TO POWER NETWORK OPERATION, COMMUNICATION OR INFORMATION TECHNOLOGIES FOR IMPROVING THE ELECTRICAL POWER GENERATION, TRANSMISSION, DISTRIBUTION, MANAGEMENT OR USAGE, i.e. SMART GRIDS
- Y04S10/00—Systems supporting electrical power generation, transmission or distribution
- Y04S10/50—Systems or methods supporting the power network operation or management, involving a certain degree of interaction with the load-side end user applications
Abstract
The application relates to a BIM-based roof steel truss jacking process safety management monitoring system and method, wherein the system comprises: the device comprises a plurality of coordinate acquisition modules and a deformation monitoring module, wherein the coordinate acquisition modules are distributed at preset positions of a steel net rack, the deformation monitoring module comprises a bearing monitoring instrument and a deformation monitoring platform, the deformation monitoring platform comprises a BIM module and a data transferring module, and the bearing monitoring instrument comprises a data matching module; the coordinate acquisition module is used for acquiring coordinate data of the steel net rack; the data matching module is used for receiving the coordinate data of the steel truss and determining a project name, position information and a preset range corresponding to the coordinate data; the BIM module is used for receiving the project name and the position information corresponding to the coordinate data and associating the coordinate data into a target BIM model according to the project name and the position information; the data calling module is used for calling a target BIM model of the associated coordinate data in the BIM module. This application has the effect that improves the security of roof steel rack jacking technology.
Description
Technical Field
The application relates to the field of building engineering technology, in particular to a BIM-based roof steel truss jacking process safety management monitoring system and method.
Background
With the acceleration of urbanization footsteps and the rapid development of steel structure technology, the net rack roof technology is widely applied. Because span, elevation, bearing capacity design value constantly increase in the rack design, however jacking process, uninstallation process have the dangerous degree great in the rack jacking technology, and roof steel rack safety and stability problem is more obvious.
At present, the roof steel truss monitoring is responsible for by the technical responsible personnel of third party monitoring unit and professional measurement personnel, and during the construction, because the third party monitoring unit can't contact site operation managers and operating personnel in real time, in time early warning, and monitoring data is single, and there is great danger hidden danger safely, related roof steel truss topples in recent years, accident such as collapse frequently.
And the following problems exist by adopting a manual monitoring mode: (1) the data acquisition work needs to be carried out manually, the efficiency is low, and time and labor are wasted; (2) manual monitoring can only be performed point by point, and all key points cannot be monitored simultaneously; (3) the monitoring data is discontinuous, the data statistics is difficult, and the data is difficult to feed back, store and analyze in time.
Disclosure of Invention
In order to improve the safety of the roof steel mesh frame jacking process, the application provides a BIM-based roof steel mesh frame jacking process safety management monitoring system and method.
In a first aspect, the application provides a BIM-based roof steel truss jacking process safety management monitoring system, which adopts the following technical scheme:
a BIM-based roof steel truss jacking process safety management monitoring system comprises: the device comprises a plurality of coordinate acquisition modules and a deformation monitoring module, wherein the coordinate acquisition modules are distributed at preset positions of a steel net rack, the deformation monitoring module comprises a bearing monitoring instrument and a deformation monitoring platform, the deformation monitoring platform comprises a BIM module and a data calling module, and the bearing monitoring instrument comprises a data matching module;
the coordinate acquisition module is used for acquiring coordinate data of the steel net rack;
the data matching module is used for receiving the steel truss coordinate data and determining a project name, position information and a preset range corresponding to the coordinate data;
the BIM module is used for receiving the project name and the position information corresponding to the coordinate data and associating the coordinate data into a target BIM model according to the project name and the position information;
and the data calling module is used for calling a target BIM model associated with the coordinate data in the BIM module.
By adopting the technical scheme, the coordinate acquisition module is arranged at the preset position of the steel mesh frame, the coordinate data of the preset position can be acquired in real time through the coordinate acquisition module, the project name, the position information and the preset range corresponding to the coordinate data are determined through the data matching module, then the BIM module associates the coordinate data to the target BIM according to the corresponding project name and the position information corresponding to the coordinate data, the target BIM is called from the BIM module through the data calling module, and the monitoring personnel can acquire the data of the roof steel mesh frame through the target BIM.
Optionally, the deformation monitoring module further includes a first monitoring terminal, where the first monitoring terminal is configured to input a control instruction to the deformation monitoring platform, and the control instruction includes an initialization configuration instruction, a data acquisition instruction, a stop instruction, and a control instruction, and is further configured to receive and display the target BIM model.
By adopting the technical scheme, the monitoring personnel can realize the real-time control of the monitoring work through the first monitoring terminal, and simultaneously can check the monitoring data through the first monitoring terminal in real time.
Optionally, the load monitoring instrument further includes a determining module, where the determining module is configured to receive the coordinate data, determine whether the coordinate data is within a preset range, and if not, output alarm information.
Optionally, the deformation monitoring platform further includes an information pushing module, where the information pushing module is configured to receive the alarm information and push the alarm information.
Optionally, the monitoring system further comprises an alarm module, wherein the alarm module comprises an audible and visual alarm device and a second monitoring terminal;
the audible and visual alarm is used for receiving the alarm information and giving an alarm;
and the second detection terminal is used for receiving the alarm information output by the information pushing module and displaying the alarm information.
By adopting the technical scheme, when the monitored coordinate data exceeds the preset range, the alarm module sends alarm information to prompt monitoring personnel, so that the monitoring personnel can timely handle, unnecessary casualties or property loss is reduced, and the safety of the roof steel truss jacking process is improved to a certain extent.
Optionally, the audible and visual alarm is a buzzer alarm.
Optionally, the deformation monitoring platform further includes an initialization configuration module, and the initialization configuration module is configured to obtain initialization configuration information after receiving an initialization configuration instruction output by the first monitoring terminal, complete initialization configuration according to the initialization configuration information, and output the initialization configuration information.
In a second aspect, the present application provides a method for monitoring safety management of roof steel truss jacking process based on BIM, which adopts the following technical scheme:
a BIM-based roof steel truss jacking process safety management monitoring method comprises the following steps:
the load-bearing monitoring instrument receives a data acquisition instruction to acquire coordinate data with label information output by a coordinate acquisition module, and determines and stores a project name, position information and a preset range corresponding to the coordinate data based on a preset matching rule;
the deformation monitoring platform acquires the project name and the position information corresponding to the coordinate data, and associates the coordinate data to a target BIM model according to the project name and the position information corresponding to the coordinate data;
and the deformation monitoring platform receives a calling instruction, and calls a target BIM model associated with the coordinate data according to the calling instruction.
Optionally, before the method for receiving a data acquisition instruction by the load-bearing monitoring instrument to obtain coordinate data with tag information output by the coordinate acquisition module, and determining and storing a project name, position information, and a preset range corresponding to the coordinate data based on a preset matching rule, the method further includes:
the deformation monitoring platform receives an initialization configuration instruction output by the second monitoring terminal;
after receiving the initialization configuration instruction, the deformation monitoring platform acquires initialization configuration information, completes initialization configuration according to the initialization configuration information, and transmits the initialization configuration information to the load-bearing monitoring instrument, wherein the initialization configuration information comprises a project name, a name of a coordinate acquisition module, position information and a preset range of acquired coordinate data;
and the bearing monitoring instrument receives and stores the initialization configuration information.
Optionally, the method further includes:
setting a project responsible person in the bearing monitoring instrument, and adding the name, position and mobile phone number of the responsible person, wherein the mobile phone of the project responsible person is a second monitoring terminal;
judging whether the coordinate data output by the coordinate acquisition module exceeds a preset range or not;
if yes, generating alarm information, calling the mobile phone number of the responsible person, editing the alarm information into a short message and sending the short message to a second monitoring terminal.
To sum up, the application comprises the following beneficial technical effects:
the coordinate acquisition module is arranged at the preset position of the steel truss, the coordinate data of the preset position can be acquired in real time through the coordinate acquisition module, the project name, the position information and the preset range corresponding to the coordinate data are determined through the data matching module, then the BIM module associates the coordinate data into the target BIM according to the corresponding project name and the position information corresponding to the coordinate data, the target BIM is called from the BIM module through the data calling module, monitoring personnel can acquire the data of the roof steel truss through the target BIM, by adopting the method, the data acquisition is not needed manually, all key points can be monitored and fed back in time, and the safety of the roof steel truss jacking process is improved.
Drawings
Fig. 1 is a block diagram of a Building Information Modeling (BIM) -based roof steel truss jacking process safety management monitoring system provided in the present application.
Fig. 2 is a flowchart of a safety management monitoring method for a BIM-based roof steel truss jacking process provided in the present application.
Description of reference numerals: 10. a coordinate acquisition module; 20. a deformation monitoring module; 201. carrying a monitoring instrument; 202. a deformation monitoring platform; 203. a first monitoring terminal; 30. the alarm module 301 comprises an audible and visual alarm device; 302. and the second monitoring terminal.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
In addition, the term "and/or" herein is only one kind of association relationship describing an associated object, and means that there may be three kinds of relationships, for example, a and/or B, which may mean: a exists alone, A and B exist simultaneously, and B exists alone. In addition, the character "/" herein generally indicates that the former and latter related objects are in an "or" relationship.
All terms (including technical and scientific terms) used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs unless specifically defined otherwise. It will be further understood that terms, such as those defined in commonly used dictionaries, should be interpreted as having a meaning that is consistent with their meaning in the context of the relevant art and will not be interpreted in an idealized or overly formal sense unless expressly so defined herein.
The embodiment of the application discloses roof steel truss jacking process safety management monitoring system based on BIM. Referring to fig. 1, the Building Information Modeling (BIM) -based roof steel truss jacking process safety management monitoring system includes: a coordinate acquisition module 10 and a deformation monitoring module 20.
Specifically, in this embodiment, the coordinate collecting module 10 is a three-coordinate sensor, the sensing end of the three-coordinate sensor senses the coordinate data of the preset position of the steel mesh frame, and the three-coordinate sensor collects the coordinate data of the preset position of the steel mesh frame, so that the multidimensional and multi-point coordinate data collection can be realized, and the monitoring is more comprehensive.
The deformation monitoring module 20 includes a load-bearing monitoring instrument 201, a deformation monitoring platform 202 and a first monitoring terminal 203, in this embodiment, the first monitoring terminal 203 is a PC terminal, the load-bearing monitoring instrument 201 includes a data matching module and a judgment module, and the deformation monitoring platform 202 includes a data transmission module, a BIM module, a data retrieving module, an information pushing module and an initialization configuration module.
When the system works, an initialization configuration instruction is output through the first monitoring terminal 203, the initialization configuration module obtains initialization configuration information after receiving the initialization configuration instruction, determines the project name, the name and the position information of the coordinate acquisition module 10 and the preset range of the acquired coordinate data according to the initialization configuration information to complete initialization configuration, and outputs the initialization configuration information, the initialization configuration information comprises the project name, the name and the position information of the coordinate acquisition module 10 and the preset range of the acquired coordinate data, then the initialization configuration information is transmitted to the data matching module, and the data matching module receives and stores the initialization configuration information.
When coordinate data acquisition is needed, the first monitoring terminal 203 outputs a data acquisition instruction, the data transmission module receives the data acquisition instruction and transmits the data acquisition instruction to the data matching module, the data matching module receives the data acquisition instruction and acquires coordinate data with label information output by the coordinate acquisition module 10, the label information is the name of the coordinate acquisition module 10, the data matching module searches for an item name and position information corresponding to the coordinate acquisition module 10 with the same name as the label information according to the label information after receiving the coordinate data with the label information, the BIM module receives the item name and position information, determines a target BIM model corresponding to the item according to the item name, determines a corresponding position in the target BIM model according to the position information after determining the target BIM model, and associates the coordinate data corresponding to the position to the target BIM model, afterwards, a calling instruction is input through the first monitoring terminal 203, the data calling module receives the calling instruction, a target BIM model after associated coordinate data is called, the target BIM model is transmitted to the first monitoring terminal 203, the target BIM model is displayed through the first monitoring terminal 203 to realize monitoring of the roof steel mesh frame jacking process, data collection does not need to be carried out manually, all key points can be monitored simultaneously and fed back in time, and safety of the roof steel mesh frame jacking process is improved.
In order to better realize monitoring of the roof net rack jacking process, the BIM-based roof steel net rack jacking process safety management monitoring system further comprises an alarm module 30, the alarm module 30 comprises an acousto-optic alarm device 301 and a second monitoring terminal 302, the judgment module acquires coordinate data acquired by the coordinate acquisition module 10 and judges whether the coordinate data exceeds a preset range, specifically, the judgment module acquires initialization configuration information stored in the data matching module, determines the preset range of the coordinate data corresponding to the coordinate acquisition module 10, compares the coordinate data acquired by the coordinate acquisition module 10 with the preset range, judges whether the coordinate data exceeds the preset range, if yes, the acousto-optic alarm device 301 outputs alarm information, the acousto-optic alarm device 301 receives the alarm information to prompt monitoring personnel, meanwhile, the judgment module also sends the alarm information to an information pushing module, and after receiving the alarm information, the information pushing module pushes the alarm information to the second monitoring terminal in a short message mode The terminal 302, in this embodiment, the second monitoring terminal 302 is a mobile phone, and the second monitoring terminal 302 is configured to enable monitoring personnel to receive alarm information when an abnormal condition occurs even if the monitoring personnel are not on site, so as to timely notify corresponding personnel to take measures. In this embodiment, the sound and light alarm device 301 is a buzzer alarm, and in other embodiments, the sound and light alarm device 301 may be any device having a sound and light alarm function, which is not limited herein.
When the judging module judges that the collected coordinate data are all within the preset range, a normal signal is output, and the normal signal and the coordinate data are sent to the short message pushing module, and the short message pushing module receives the normal signal and the coordinate data and sends the normal signal and the coordinate data to the second monitoring terminal 302.
When the work is to be stopped, the monitoring personnel outputs a stop instruction through the second monitoring terminal 302, the data transmission module receives the stop instruction and transmits the stop instruction to the data matching module, and the matching module receives the stop instruction and stops acquiring the coordinate data output by the coordinate acquisition module 10.
The embodiment of the application also discloses a BIM-based roof steel truss jacking process safety management monitoring method. Referring to fig. 2, the BIM-based roof steel truss jacking process safety management monitoring method includes:
s101: the deformation monitoring platform 202 receives the initialization configuration command output by the second monitoring terminal 302.
Specifically, before monitoring, the Building Information Modeling (BIM) -based roof steel truss jacking process safety management monitoring system firstly carries out initialization setting on the deformation monitoring platform 202, when the deformation monitoring platform 202 is initialized, a monitoring person inputs an initialization setting instruction through the first monitoring terminal 203, and the initialization configuration module of the deformation monitoring platform 202 receives the initialization configuration instruction.
S102: after receiving the initialization configuration instruction, the deformation monitoring platform 202 acquires initialization configuration information, completes initialization configuration according to the initialization configuration information, and transmits the initialization configuration information to the load monitoring instrument 201.
Specifically, after receiving an initialization configuration instruction output by the first monitoring terminal 203, the initialization configuration module of the deformation receiving platform acquires initialization configuration information and performs initialization configuration according to the initialization configuration information, the initialization configuration module determines a name of an item to be monitored, a name and position information of the coordinate acquisition module 10, and a preset range of acquired coordinate data, and the name and position information of the coordinate acquisition module 10 and the preset range of the acquired coordinate data in the initialization configuration information are associated with each other.
The position information of the coordinate acquisition module 10 is the position information of the preset position corresponding to the coordinate acquisition module 10, and the project name, the name of the coordinate acquisition module 10, the position information and the preset range of the acquired coordinate data are all manually input by monitoring personnel, and the initialized configuration information is transmitted to the bearing monitoring instrument 201 after the initialized configuration is completed.
S103: the load monitoring meter 201 receives the initialization configuration information and stores it.
S104: the load-bearing monitoring instrument 201 receives the data acquisition instruction, acquires the coordinate data with the tag information, which is acquired and output by the coordinate acquisition module 10, determines and stores the project name, the position information and the preset range corresponding to the coordinate data based on the preset matching rule.
Specifically, when the coordinate data of the preset position needs to be collected, a monitoring person inputs a data collection instruction through the first monitoring terminal 203, the data transmission module of the deformation monitoring platform 202 receives the data collection instruction and transmits the data collection instruction to the data matching module of the load-bearing monitoring instrument 201, the data matching module receives the data collection instruction and obtains the coordinate data with the label information output by the coordinate collection module 10, the data matching module analyzes the label information to determine the name of the coordinate collection module 10 uploading the coordinate data, the data matching module searches the coordinate collection module 10 with the same name as the coordinate collection module 10 uploading the coordinate data, determines the project name, the position information and the preset range of the collected coordinate data corresponding to the coordinate collection module 10 uploading the coordinate data, and thereby determines the project name, the position information and the preset range of the collected coordinate data corresponding to the coordinate data, And storing the position information and the preset range of the collected coordinate data.
After determining the project name and the position information corresponding to the coordinate data and the preset range of the collected coordinate data, the data matching module compares the coordinate data with the preset range of the coordinate data collected by the coordinate collecting module 10, when the coordinate data exceeds the preset range, an alarm signal is output, and the sound-light alarm device 301 of the alarm module 30 receives the alarm signal and sends out a sound-light alarm to prompt a field monitoring person.
S105: the deformation monitoring platform 202 acquires the project name and the position information corresponding to the coordinate data, and associates the coordinate data with the target BIM model according to the project name and the position information corresponding to the coordinate data.
Specifically, the BIM module of the deformation monitoring platform 202 calls a project name corresponding to the acquired coordinate data from the data matching module, calls a BIM model having the same project name as the project name corresponding to the coordinate data as a target BIM model, determines a corresponding position in the target BIM model according to the position information after determining the target BIM model, and associates the coordinate data with the corresponding position in the target BIM model.
S106: the deformation monitoring platform 202 receives the calling instruction, and calls a target BIM model of the associated coordinate data in the BIM platform according to the calling instruction.
Specifically, after coordinate data are associated to the target BIM model, when monitoring personnel need to check, a calling instruction is input through the first monitoring terminal 203, the data calling module receives the calling instruction, the target BIM model is called according to the calling instruction, then the called target BIM model is transmitted to the first monitoring terminal 203, the monitoring personnel can check the target BIM model through the first monitoring terminal 203, and the roof steel truss jacking process safety management monitoring is realized.
When the coordinate data needs to be stopped being collected, a monitoring person inputs a stop instruction through the first monitoring terminal 203, the data transmission module of the deformation monitoring platform 202 receives the stop instruction and transmits the stop instruction to the data matching module of the bearing monitoring instrument 201, and the data matching module receives the stop instruction and stops obtaining the coordinate data output by the coordinate collection module 10.
In order to further prevent the occurrence of a safety accident, the method further comprises:
the method comprises the steps that a project responsible person is arranged in an information pushing module bearing the monitoring instrument 201, the name, the position and the mobile phone number of the project responsible person are added, specifically, the information can be manually input through a first monitoring terminal 203, a data transmission module of the deformation monitoring platform 202 receives the information and transmits the information to the information pushing module bearing the monitoring instrument 201, the information is received and stored by the information pushing module, and the information comprises the name, the position and the mobile phone number of the project responsible person.
The judgment module carrying the monitoring instrument 201 receives the coordinate data uploaded by the coordinate collection module 10, and judges whether the coordinate data exceeds a preset range, specifically, the judgment module receives the coordinate data with the tag information uploaded by the coordinate acquisition module 10, the judgment module analyzes the tag information, the initialization configuration information containing the label changing information is stored in the label information acquisition data matching module, the preset range of the coordinate data corresponding to the coordinate acquisition module 10 is determined, comparing the coordinate data collected by the coordinate collection module 10 with a preset range, judging whether the coordinate data exceeds the preset range, if so, generating alarm information, calling the mobile phone number of the project responsible person by the information push module, and editing the alarm information into a short message and sending the short message to the mobile phone of the project responsible person, wherein the alarm information comprises coordinate data and position information of the coordinate acquisition module 10 for uploading the coordinate data. In this embodiment, the mobile phone of the project principal is the second monitoring terminal 302.
The above description is only a preferred embodiment of the application and is illustrative of the principles of the technology employed. It will be appreciated by those skilled in the art that the scope of the application referred to in the present application is not limited to the embodiments with a particular combination of the above-mentioned features, but also encompasses other embodiments with any combination of the above-mentioned features or their equivalents without departing from the spirit of the application. For example, the above features may be replaced with (but not limited to) features having similar functions as those described in this application.
Claims (10)
1. The utility model provides a roof steel rack jacking technology safety control monitoring system based on BIM which characterized in that: the steel mesh frame deformation monitoring system comprises a plurality of coordinate acquisition modules (10) and deformation monitoring modules (20), wherein the coordinate acquisition modules (10) are arranged at preset positions of a steel mesh frame, each deformation monitoring module (20) comprises a bearing monitoring instrument (201) and a deformation monitoring platform (202), each deformation monitoring platform (202) comprises a BIM module and a data calling module, and each bearing monitoring instrument (201) comprises a data matching module;
the coordinate acquisition module (10) is used for acquiring coordinate data of the steel net rack;
the data matching module is used for receiving the steel truss coordinate data and determining a project name, position information and a preset range corresponding to the coordinate data;
the BIM module is used for receiving the project name and the position information corresponding to the coordinate data and associating the coordinate data into a target BIM model according to the project name and the position information;
the data calling module is used for calling a target BIM model associated with the coordinate data in the BIM module.
2. The BIM-based roof steel truss jacking process safety management monitoring system of claim 1, wherein: the deformation monitoring module (20) further comprises a first monitoring terminal (203), wherein the first monitoring terminal (203) is used for inputting a control instruction to the deformation monitoring platform (202), and the control instruction comprises an initialization configuration instruction, a data acquisition instruction, a stop instruction and a call instruction; and the system is also used for receiving and displaying the target BIM model.
3. The BIM-based roof steel truss jacking process safety management and monitoring system of claim 1, wherein: the bearing monitoring instrument (201) further comprises a judging module, wherein the judging module is used for receiving the coordinate data and judging whether the coordinate data is in a preset range, and if not, alarming information is output.
4. The BIM-based roof steel truss jacking process safety management monitoring system of claim 3, wherein: the deformation monitoring platform (202) further comprises an information pushing module, and the information pushing module is used for receiving the alarm information and pushing the alarm information.
5. The BIM-based roof steel truss jacking process safety management monitoring system of claim 4, wherein: the monitoring system further comprises an alarm module (30), wherein the alarm module (30) comprises an audible and visual alarm device (301) and a second monitoring terminal (302);
the audible and visual alarm is used for receiving the alarm information and giving an alarm;
and the second monitoring terminal (302) is used for receiving the alarm information output by the information pushing module and displaying the alarm information.
6. The BIM-based roof steel truss jacking process safety management monitoring system of claim 4, wherein: the audible and visual alarm is a buzzer alarm.
7. The BIM-based roof steel truss jacking process safety management monitoring system of claim 2, wherein: the deformation monitoring platform (202) further comprises an initialization configuration module, and the initialization configuration module is used for acquiring initialization configuration information after receiving an initialization configuration instruction output by the first monitoring terminal (203), completing initialization configuration according to the initialization configuration information, and outputting the initialization configuration information.
8. A roof steel truss jacking process safety management monitoring method based on BIM is characterized by comprising the following steps: the method is applied to the BIM-based roof steel truss jacking process safety management monitoring system as claimed in claims 1-7, and comprises the following steps:
the bearing monitoring instrument (201) receives a data acquisition instruction to acquire coordinate data with label information output by a coordinate acquisition module (10), and determines and stores a project name, position information and a preset range corresponding to the coordinate data based on a preset matching rule;
the deformation monitoring platform (202) acquires the project name and the position information corresponding to the coordinate data, and associates the coordinate data to a target BIM model according to the project name and the position information corresponding to the coordinate data;
and the deformation monitoring platform (202) receives a calling instruction, and calls a target BIM model associated with the coordinate data according to the calling instruction.
9. The BIM-based roof steel truss jacking process safety management monitoring method of claim 8, wherein: the method comprises the following steps that the bearing monitoring instrument (201) receives a data acquisition instruction to acquire coordinate data with label information output by a coordinate acquisition module (10), and before the method for determining and storing the project name, the position information and the preset range corresponding to the coordinate data based on a preset matching rule, the method further comprises the following steps:
the deformation monitoring platform (202) receives an initialization configuration instruction output by the second monitoring terminal (302);
after receiving the initialization configuration instruction, the deformation monitoring platform (202) acquires initialization configuration information, completes initialization configuration according to the initialization configuration information, and transmits the initialization configuration information to the load-bearing monitoring instrument (201), wherein the initialization configuration information comprises a project name, a name and position information of the coordinate acquisition module (10) and a preset range of acquired coordinate data;
and the load monitoring instrument (201) receives and stores the initialization configuration information.
10. The BIM-based roof steel truss jacking process safety management monitoring method of claim 8, wherein: the method further comprises the following steps:
setting a project responsible person in the bearing monitoring instrument (201), and adding the name, position and mobile phone number of the responsible person, wherein the mobile phone of the project responsible person is the second monitoring terminal (302);
judging whether the coordinate data output by the coordinate acquisition module (10) exceeds a preset range or not;
if yes, alarm information is generated, the mobile phone number of the responsible person is called, the alarm information is edited into a short message, and the short message is sent to a second monitoring terminal (302).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210175673.5A CN114739341B (en) | 2022-02-24 | 2022-02-24 | BIM-based roof steel grid jacking process safety management monitoring system and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210175673.5A CN114739341B (en) | 2022-02-24 | 2022-02-24 | BIM-based roof steel grid jacking process safety management monitoring system and method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114739341A true CN114739341A (en) | 2022-07-12 |
| CN114739341B CN114739341B (en) | 2024-02-27 |
Family
ID=82275023
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210175673.5A Active CN114739341B (en) | 2022-02-24 | 2022-02-24 | BIM-based roof steel grid jacking process safety management monitoring system and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114739341B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20180150148A1 (en) * | 2015-06-30 | 2018-05-31 | Iview Displays (Shenzhen) Company Ltd. | Handheld interactive device and projection interaction method therefor |
| CN109558047A (en) * | 2018-09-20 | 2019-04-02 | 中建科技有限公司深圳分公司 | Property based on BIM light weighed model reports method, apparatus and terminal device for repairment |
| CN110135682A (en) * | 2019-04-03 | 2019-08-16 | 中交一公局第七工程有限公司 | Danger large construction project monitoring management method based on BIM technology |
| CN111750930A (en) * | 2020-06-22 | 2020-10-09 | 中国建筑一局(集团)有限公司 | BIM-based structure soil covering bearing safety management monitoring device |
| CN112504134A (en) * | 2020-11-27 | 2021-03-16 | 重庆康盛监理咨询有限公司 | Dynamic displacement monitoring system, method and device for steel structure net rack and storage medium |
| CN113409441A (en) * | 2021-05-07 | 2021-09-17 | 中建科技集团有限公司 | Building information display method, device, equipment and computer readable storage medium |
| CN113700053A (en) * | 2021-08-13 | 2021-11-26 | 湖南方圆工程咨询监理有限公司 | BIM-based construction process foundation pit deformation monitoring and early warning method and system |
-
2022
- 2022-02-24 CN CN202210175673.5A patent/CN114739341B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20180150148A1 (en) * | 2015-06-30 | 2018-05-31 | Iview Displays (Shenzhen) Company Ltd. | Handheld interactive device and projection interaction method therefor |
| CN109558047A (en) * | 2018-09-20 | 2019-04-02 | 中建科技有限公司深圳分公司 | Property based on BIM light weighed model reports method, apparatus and terminal device for repairment |
| CN110135682A (en) * | 2019-04-03 | 2019-08-16 | 中交一公局第七工程有限公司 | Danger large construction project monitoring management method based on BIM technology |
| CN111750930A (en) * | 2020-06-22 | 2020-10-09 | 中国建筑一局(集团)有限公司 | BIM-based structure soil covering bearing safety management monitoring device |
| CN112504134A (en) * | 2020-11-27 | 2021-03-16 | 重庆康盛监理咨询有限公司 | Dynamic displacement monitoring system, method and device for steel structure net rack and storage medium |
| CN113409441A (en) * | 2021-05-07 | 2021-09-17 | 中建科技集团有限公司 | Building information display method, device, equipment and computer readable storage medium |
| CN113700053A (en) * | 2021-08-13 | 2021-11-26 | 湖南方圆工程咨询监理有限公司 | BIM-based construction process foundation pit deformation monitoring and early warning method and system |
Non-Patent Citations (1)
| Title |
|---|
| 廖哲男;魏巍;赵亮;张亚婷;: "大体积混凝土BIM智能温控系统的研究与应用", 土木建筑与环境工程, no. 04, pages 132 - 138 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN114739341B (en) | 2024-02-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106593534B (en) | A kind of intelligent tunnel construction safety monitoring system | |
| CN115278543A (en) | Intelligent building site system based on BIM | |
| CN111750930A (en) | BIM-based structure soil covering bearing safety management monitoring device | |
| CN112308510A (en) | Green and environment-friendly building construction management system and method | |
| KR20060010852A (en) | System for preventing and forecasting a breakdown of a structure | |
| CN111126751A (en) | Intelligent inspection and safety monitoring early warning system and method based on mobile interconnection | |
| CN114739341A (en) | BIM-based roof steel truss jacking process safety management monitoring system and method | |
| CN114202885A (en) | Automatic alarm system and method for scaffold | |
| CN110850768B (en) | Big data Internet of things system based on 5G | |
| CN108170060A (en) | Danger source and environment monitoring warning system and method | |
| CN205179109U (en) | Shield tunnel construction numeral management platform that becomes more meticulous based on thing networking | |
| CN207816348U (en) | Building intelligent monitor system | |
| CN208537961U (en) | Wisdom fire-fighting monitoring management system based on technology of Internet of things | |
| CN215518915U (en) | Automatic detection end of foundation bearing capacity | |
| CN115243119A (en) | Intelligent monitoring device, system and method for bridge construction | |
| CN210246807U (en) | BIM-based road tunnel real-time monitoring system | |
| TWM582191U (en) | Construction inspection device | |
| CN114088035B (en) | BIM-based foundation pit slope safety management monitoring method | |
| CN102141789B (en) | Safety monitoring method and device for climbing scaffold | |
| CN216339437U (en) | Foundation pit monitoring system | |
| CN113419470A (en) | Cable tunnel integrated monitoring system | |
| CN111289276A (en) | Intelligent lifting safety detection method and device for climbing frame | |
| CN111964714A (en) | High formwork real-time monitoring and early warning system | |
| CN205049901U (en) | Biological sample storehouse centralized monitoring system | |
| CN108036826A (en) | Building intelligent monitor 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 |