CN113642859A - Detection management system and management method for intelligent construction site - Google Patents

Detection management system and management method for intelligent construction site Download PDF

Info

Publication number
CN113642859A
CN113642859A CN202110855326.2A CN202110855326A CN113642859A CN 113642859 A CN113642859 A CN 113642859A CN 202110855326 A CN202110855326 A CN 202110855326A CN 113642859 A CN113642859 A CN 113642859A
Authority
CN
China
Prior art keywords
position information
bluetooth
real
tower crane
construction site
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202110855326.2A
Other languages
Chinese (zh)
Inventor
李旻
吴学良
黄剑伟
白鹤楠
李辉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xiamen Municipal Smart City Technology Co ltd
Original Assignee
Xiamen Municipal Smart City Technology Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Xiamen Municipal Smart City Technology Co ltd filed Critical Xiamen Municipal Smart City Technology Co ltd
Priority to CN202110855326.2A priority Critical patent/CN113642859A/en
Publication of CN113642859A publication Critical patent/CN113642859A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION 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
    • G06Q10/00Administration; Management
    • G06Q10/06Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
    • G06Q10/063Operations research, analysis or management
    • G06Q10/0631Resource planning, allocation, distributing or scheduling for enterprises or organisations
    • G06Q10/06311Scheduling, planning or task assignment for a person or group
    • G06Q10/063114Status monitoring or status determination for a person or group
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION 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
    • G06Q10/00Administration; Management
    • G06Q10/06Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
    • G06Q10/063Operations research, analysis or management
    • G06Q10/0635Risk analysis of enterprise or organisation activities
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION 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
    • G06Q50/00Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
    • G06Q50/08Construction

Landscapes

  • Business, Economics & Management (AREA)
  • Human Resources & Organizations (AREA)
  • Engineering & Computer Science (AREA)
  • Strategic Management (AREA)
  • Economics (AREA)
  • Entrepreneurship & Innovation (AREA)
  • General Business, Economics & Management (AREA)
  • Theoretical Computer Science (AREA)
  • Tourism & Hospitality (AREA)
  • Physics & Mathematics (AREA)
  • Marketing (AREA)
  • General Physics & Mathematics (AREA)
  • Development Economics (AREA)
  • Educational Administration (AREA)
  • Game Theory and Decision Science (AREA)
  • Operations Research (AREA)
  • Quality & Reliability (AREA)
  • General Health & Medical Sciences (AREA)
  • Primary Health Care (AREA)
  • Health & Medical Sciences (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)

Abstract

The invention discloses a detection management system for an intelligent construction site, which comprises: the Bluetooth positioning piles are respectively arranged at the periphery of the foundation pit and preset positions of the tower crane and/or the lifter and are numbered in sequence; the Bluetooth broadcasting stations are arranged in a preset area of a construction site and are used for receiving signals of the Bluetooth positioning piles; the processing unit analyzes first position information of the Bluetooth positioning pile through the signal and records the first position information as reference position information; the processing unit further analyzes the real-time position information of the Bluetooth positioning pile in real time and is used for judging whether the position change between the real-time position information and the reference position information exceeds a set range or not; and the cloud end is used for displaying the reference position information and the real-time position information on a system and alarming when the position change between the real-time position information and the reference position information exceeds a set range.

Description

Detection management system and management method for intelligent construction site
Technical Field
The invention relates to the technical field of construction site safety monitoring, in particular to a detection management system and a management method for an intelligent construction site.
Background
Along with the rapid development of urban construction while social progress, the scale of the construction industry is continuously enlarged, the importance of safe production is more prominent, and the construction site is a place with multiple safety accidents. In recent years, many safety accidents occur in the construction process of some underground engineering and foundation pits, and people's life and property losses of different degrees are caused. The foundation pit is a soil pit excavated at the designed position of the foundation according to the elevation and the plane size of the foundation, and the tower crane and the elevator are used as common equipment in a construction site, and the operation state of the tower crane and the elevator is related to the key factors of life and property safety, so that the safety of the foundation pit in the construction and use process needs to be monitored in real time, the operation state of the tower crane and the elevator needs to be monitored, and accidents are avoided. And the traditional manual inspection and manual measurement reading are reported, so that the problems of obvious data lag and untimely safety scheduling caused by potential safety hazards exist.
Disclosure of Invention
In view of the above, the present invention provides a detection management system and a management method for an intelligent construction site, which can monitor the position change of a foundation pit, a tower crane and/or an elevator in real time during the construction process of the construction site, and send out early warning information in real time, so as to improve the safety prevention and control strength of the construction site and ensure the life safety of related personnel.
In order to achieve the above object, the present invention provides a detection management system for an intelligent construction site, the system comprising:
the Bluetooth positioning piles are respectively arranged at the periphery of the foundation pit and preset positions of the tower crane and/or the lifter and are numbered in sequence;
the Bluetooth broadcasting stations are arranged in a preset area of a construction site and are used for receiving signals of the Bluetooth positioning piles;
the processing unit analyzes first position information of the Bluetooth positioning pile through the signal and records the first position information as reference position information; the processing unit is further used for analyzing the real-time position information of the Bluetooth positioning pile in real time and judging whether the position change between the real-time position information and the reference position information exceeds a set range or not;
and the cloud end is used for displaying the reference position information and the real-time position information on a system and further alarming when the position change between the real-time position information and the reference position information exceeds a set range.
Preferably, the bluetooth spud sets up respectively in the preset position of tower crane and/or lift and includes:
bluetooth spud further sets up in bottom, top and the middle part of tower crane body of the tower crane, in order to acquire the real-time offset or the vibrations volume of tower crane body of the tower crane, and/or Bluetooth spud further sets up in bottom, top and the middle part of lift guide rail frame, in order to acquire the real-time offset or the vibrations volume of lift guide rail frame.
Preferably, the bluetooth spud further set up in on the load dolly of tower crane, in order to acquire the real-time position of transporting of load dolly.
Preferably, the bluetooth spud is still set up in the inner wall of foundation ditch and/or with the first distance position of the adjacent building one side in foundation ditch.
Preferably, the cloud further analyzes safety parameters and soil types acquired from the site of the construction site to adjust the distance arrangement of the Bluetooth positioning piles; the safety parameters comprise foundation pit parameters, tower crane parameters and/or elevator parameters.
Preferably, bluetooth spud includes the pile cap, or bluetooth spud includes the pile cap and with the pile head that the pile cap is connected, wherein, the pile cap is equipped with bluetooth label and alarm, the alarm is used for working as real-time positional information with position between the benchmark positional information changes and sends out the warning when exceeding the settlement scope.
In order to achieve the above object, the present invention further provides a management method of a detection management system based on an intelligent construction site, the method including:
receiving signals of a plurality of Bluetooth positioning piles arranged at preset positions on the periphery of a foundation pit, a tower crane and/or an elevator through a plurality of Bluetooth broadcasting stations, wherein the plurality of Bluetooth broadcasting stations are arranged in a preset area of a construction site, and the Bluetooth positioning piles are numbered in sequence;
analyzing first position information of the Bluetooth positioning pile according to the signal through a processing unit, and recording the first position information as reference position information; the processing unit is further used for analyzing the real-time position information of the Bluetooth positioning pile in real time and judging whether the position change between the real-time position information and the reference position information exceeds a set range or not;
and displaying the reference position information and the real-time position information on a system through a cloud end, and further alarming when the position change between the real-time position information and the reference position information exceeds a set range.
Preferably, the bluetooth spud sets up respectively in the preset position of tower crane and/or lift and includes:
bluetooth spud further sets up in bottom, top and the middle part of tower crane body of the tower crane, in order to acquire the real-time offset or the vibrations volume of tower crane body of the tower crane, and/or Bluetooth spud further sets up in bottom, top and the middle part of lift guide rail frame, in order to acquire the real-time offset or the vibrations volume of lift guide rail frame.
Preferably, the cloud further analyzes safety parameters and soil types acquired from the site of the construction site to adjust the distance arrangement of the Bluetooth positioning piles; the safety parameters comprise foundation pit parameters, tower crane parameters and/or elevator parameters.
Has the advantages that:
above scheme, through carrying out analytic processing to the signal that the bluetooth spud sent, whether the position change between real-time supervision real-time position information and the benchmark position information exceeds the settlement scope, can realize that the location is quick, the degree of accuracy is high and with low costs measures the position change, can effectively guarantee building foundation ditch construction safety to and the purpose of early warning in time.
Above scheme further sets up bottom, top and the middle part at tower crane body/lift guide rail frame through the bluetooth spud, in order to acquire the real-time offset or the vibrations volume of tower crane body/lift guide rail frame can improve operating personnel and carry out the personal safety of operation process at tower crane/lift, when surpassing the default, can in time early warning.
Above scheme further sets up on the load dolly of tower crane through the bluetooth spud to acquire the real-time position of transporting of load dolly, ensure accurate the parking in preset position of load dolly when the handling material, thereby reduce because the operation is improper and the accident that arouses, improve the reliable safety of load dolly in the motion process of vertical and horizontal direction.
Above scheme through setting up the bluetooth spud in a certain position of the adjacent building one side of foundation ditch, can reduce the influence to adjacent building in construction and use at foundation ditch or underground works, ensures adjacent building structure's stability and safe handling.
Above scheme, according to the on-the-spot safety parameter of building site and the setting distribution density of soil property type adjustment bluetooth spud, improve the control dynamics to the foundation ditch greatly, timely accurate acquirees the position change between real-time positional information and the benchmark positional information to guarantee that the safety of engineering goes on smoothly.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic structural view of a foundation pit in which a detection management system of an intelligent construction site is disposed according to an embodiment of the present invention.
Fig. 2 is a schematic structural view of the detection management system of the smart construction site disposed on the tower crane according to an embodiment of the present invention.
Fig. 3 is a schematic structural diagram of an intelligent site inspection management system disposed on an elevator according to an embodiment of the present invention.
Fig. 4 is a schematic structural diagram of a bluetooth spud according to an embodiment of the present invention.
Fig. 5 is a schematic structural diagram of a bluetooth spud according to another embodiment of the present invention.
Fig. 6 is a schematic structural diagram of a bluetooth spud according to another embodiment of the present invention.
Fig. 7 is a flowchart illustrating a management method of the intelligent worksite-based inspection management system according to an embodiment of the present invention.
The implementation, functional features and advantages of the objects of the present invention will be further explained with reference to the accompanying drawings.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings of the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all embodiments of the present invention. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention. Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention.
In the description of the present invention, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implying any number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.
The present invention will be described in detail with reference to the following examples.
The foundation pit is a soil pit excavated at the design position of the foundation according to the elevation of the foundation and the plane size of the foundation. The foundation pit belongs to temporary engineering and has the function of providing a space so that the basic masonry operation can be carried out according to the position specified by design. The foundation pit is exposed for a long time, so that the foundation pit is excavated to a certain depth, the lower soil is raised upwards after the pressure is released, the soil body in the pit is softened due to rainfall or water discharged into the pit, the passive resistance of the enclosure structure is reduced, the enclosure structure is displaced into the pit, the settlement and deformation of the periphery of the foundation pit are caused, and the safety of peripheral buildings and structures is endangered. The tower crane and the lifter are common hoisting equipment on construction sites, the tower crane mainly plays a role in hoisting materials, can be horizontally transported or vertically transported, and the hoisted materials comprise steel bars, wood ridges, concrete, steel pipes and the like. As the tower crane/lifter is inevitably inclined and collapsed under various conditions of installation, disassembly, use, operation process, quality and the like, the safety of surrounding buildings and constructors is endangered. Therefore, the scheme mainly sets the Bluetooth positioning piles, the Bluetooth broadcasting station, the processing unit and the like at the periphery of the foundation pit and at the preset positions of the tower crane and/or the lifter so as to monitor the position change between the real-time position information and the reference position information of each monitoring point of the foundation pit in real time, and can effectively guarantee the safety of building construction and the aim of early warning in time.
Referring to fig. 1 to 3, the schematic structural diagrams of the detection management system for an intelligent construction site based on construction site distribution according to an embodiment of the present invention are shown, and fig. 1 to 3 are schematic structural diagrams respectively arranged at corresponding positions of a foundation pit, a tower crane, and an elevator.
In this embodiment, this detection management system on wisdom building site includes:
the Bluetooth positioning piles 12 are respectively arranged at the periphery of the foundation pit 13 and preset positions of the tower crane 20 and/or the lifter 30, and the Bluetooth positioning piles 12 are numbered in sequence;
the Bluetooth broadcasting stations 11 are arranged in a preset area of a construction site, and the Bluetooth broadcasting stations 11 are used for receiving signals of the Bluetooth positioning piles 12;
the processing unit 10 analyzes the first position information of the Bluetooth positioning pile 12 through the signal, and records the first position information as reference position information; the processing unit is further used for analyzing the real-time position information of the Bluetooth positioning pile 12 in real time and further used for judging whether the position change between the real-time position information and the reference position information exceeds a set range;
and the cloud end is used for displaying the reference position information and the real-time position information on a system and further alarming when the position change between the real-time position information and the reference position information exceeds a set range.
Further, bluetooth spud 12 further sets up in the bottom, the top and the middle part of tower crane body of the tower 21, in order to acquire real-time offset or the vibrations volume of tower crane body of the tower 21, and/or bluetooth spud 12 further sets up in the bottom, the top and the middle part of lift guide rail frame 31, in order to acquire real-time offset or the vibrations volume of lift guide rail frame. For example, when the weather is strong wind, the vibration quantity of the tower crane body/the elevator guide rail frame can be acquired in real time, and when the vibration quantity exceeds a set threshold value, an alarm is given. Furthermore, the bluetooth positioning pile 12 is further disposed on the load trolley 22 of the tower crane to obtain a real-time conveying position of the load trolley 22.
In this embodiment, when mechanical equipment such as tower crane, lift are used to needs when construction process or excavation foundation ditch, can set up the bluetooth spud in the bottom, top and the middle part of tower crane tower body 21/lift guide rail frame 31 according to the concrete length of tower crane tower body 21/lift guide rail frame 31 to the offset of real-time supervision tower crane/lift. For example, set up bluetooth spud 12 in tower crane tower 21 bottom tower crane foundation preset position all around to whether further monitor the tower crane and peripheral according to the tower crane in operation process and produce the problem such as subside, slope, ensure the safety of tower crane. Further, when building along with on the building site, the tower crane also need add the height of standard festival in order to increase the tower crane gradually thereupon, consequently, sets up a plurality of bluetooth spuds 12 at the middle part of tower crane tower body 21 to monitor the tower crane and play the wobbling offset of in-process tower crane tower body. Furthermore, when the load-carrying trolley 22 is controlled to move, the hanging wheel is driven to rotate by the rotation of the motor so as to move the load-carrying trolley 22, so that the bluetooth positioning piles 12 are arranged on the periphery of the load-carrying trolley 22 of the tower crane, the current position of the load-carrying trolley 22 can be obtained in real time, and the building materials conveyed by the load-carrying trolley 22 can be safely and accurately stopped at the preset position.
Further, referring to fig. 4, the bluetooth spud 12 includes a cap 123. Further, referring to fig. 5, the bluetooth positioning pile 12 includes a pile cap 123 and a pile head 121 connected to the pile cap 123, wherein the pile cap 123 is provided with a bluetooth tag 124 and an alarm 125, and the alarm 125 is configured to give an alarm when a position change between the real-time position information and the reference position information exceeds a set range. Wherein, the alarm 125 is an LED alarm or a voice-operated alarm. Further, the pile head 121 is a cone-shaped pile head. The conical pile head can reduce the stress area under the condition of the same pressure to increase the pressure, reduce the friction entering the soil and facilitate the installation operation.
In this embodiment, a plurality of bluetooth broadcasting stations 11 are disposed on the periphery of the foundation pit 13, the tower crane 20 and/or the elevator 30, each bluetooth broadcasting station 11 includes a bluetooth antenna array, and the linear distance between adjacent bluetooth broadcasting stations 11 is less than 10 meters, and this distance can improve the positioning accuracy. The Bluetooth tag is a Bluetooth peripheral device with a broadcast protocol, is arranged in the Bluetooth positioning stub, and continuously and periodically broadcasts to the surrounding environment of the Bluetooth tag at the same time, and is not connected by other devices. The broadcast signal sent by the Bluetooth tag comprises a direction finding data packet, and the direction finding data packet comprises information such as the number ID of the current Bluetooth tag, the ID of a logic clock synchronization unit where the current Bluetooth tag is located and the like. The Bluetooth broadcasting station comprises a Bluetooth antenna array, and after the system is started, logic clocks are synchronized between all the Bluetooth broadcasting stations and the Bluetooth tags. The Bluetooth broadcasting station can calculate the positioning data of the Bluetooth label in real time by acquiring the parameters of the Bluetooth label such as signal intensity, arrival angle and the like in real time, namely, the position of the Bluetooth label is calculated based on Bluetooth AoA.
Referring to fig. 6, in another embodiment, the bluetooth positioning post 12 further comprises an extension post 122, one end of the extension post 122 is connected to the post head 121, and the other end is connected to the post cap 123. The connection between the pile head 121 and the pile cap 123, the connection between the extended pile 122 and the pile head 121, and the connection between the extended pile 122 and the pile cap 123 may be through any one of fixed connection, hinge connection, pin connection, abutment, hinge connection, screw connection, and the like, which is not limited herein. Can lengthen the length of bluetooth spud through this extension stake according to actual need to adapt to the peripheral domatic height and the soil texture softness degree of foundation ditch, improve the stability of bluetooth spud place position greatly, the accurate benchmark position information that obtains the bluetooth spud place provides reliable data basis for the later stage.
In other embodiments, further, when the depth of the foundation pit 13 exceeds a set threshold, the bluetooth positioning piles 12 are further disposed on the inner wall of the foundation pit 13. For example, for a mine with a depth of more than several tens of meters, the bluetooth spuds 12 may be set on the inner wall of the foundation pit 13 at intervals of a unit distance (in the vertical direction) for monitoring the deformation amount thereof.
Furthermore, for a large deep foundation pit, the foundation pit is excavated in stages according to construction deployment, and the bluetooth positioning piles 12 are further laid on the basis of the side slopes of each stage of the foundation pit, for example, the first stage is 5 meters, and the second stage is 3 meters, so that when the excavation of 5 meters at the first stage is completed and the excavation of 3 meters at the second stage is completed, the bluetooth positioning piles 12 are laid on the side slopes of each stage according to preset intervals, so as to ensure the safe and smooth progress of each stage of construction.
In other embodiments, further, when there is an adjacent building 14 near the foundation pit 13, the bluetooth positioning pile 12 may be further disposed on a side of the adjacent building 14 close to the foundation pit 13. Furthermore, if the adjacent building 14 is a high-rise building, the bluetooth positioning studs 12 are further disposed around the adjacent building 14, and the adjacent building 14 is near the middle and top of one side of the foundation pit 13. It will be appreciated that the inclination of the adjacent high rise building 14 can be monitored in real time by the arrangement of the bottom, middle and top bluetooth spuds 12.
In other embodiments, further, when there is a lake or a river near the foundation pit 13, the bluetooth positioning piles 12 may be further disposed on one side of the lake or the river near the foundation pit 13, and the distribution density of the bluetooth positioning piles 12 is higher than that in other areas.
In other embodiments, further, when there is a hill near the foundation pit 13, the bluetooth positioning posts 12 may be further spaced from the bottom to the top of the hill, so as to monitor the mountain change of the hill in real time.
In this embodiment, a slope leakage phenomenon often occurs in a foundation pit project, which causes an important risk accident, often occurs at a metamorphic layer of saturated soil, often occurs during excavation and use of a foundation pit, and often causes slope collapse or local instability. Consequently, the density of arranging of bluetooth spud is set up according to the slope and the area size of inner wall through the inner wall at the foundation ditch to the realization monitors the condition of sliding of foundation ditch side slope, ensures the monitoring prevention and control dynamics of whole foundation ditch, improves safe operation. In addition, if adjacent buildings exist around the foundation pit, the adjacent high-rise buildings, low-rise buildings or underground parking structures can cause the stress of adjacent foundation soil to be redistributed due to load difference to generate differential settlement, therefore, the observation of the settlement of the adjacent foundation can be carried out based on the building safety, and furthermore, the Bluetooth positioning piles are arranged in the preset position area at one side of the adjacent buildings of the foundation pit, so that the settlement or deformation of the adjacent buildings of the foundation pit can be monitored in the construction process of foundation pit engineering, the influence on the adjacent buildings is reduced, and the stability and the safe use of the foundation pit and the adjacent building structures of the foundation pit are ensured.
Further, the cloud further analyzes safety parameters and soil types acquired at the site of the construction site to adjust the distance arrangement of the bluetooth positioning piles 12; the safety parameters comprise foundation pit parameters, tower crane parameters and/or elevator parameters. The foundation pit parameters comprise horizontal displacement, an inclination angle and foundation pit stress.
In addition, according to the relevant regulations of geotechnical engineering survey regulations, surveying should be performed according to local standards or local experiences according to the geological structure of the site, rock mass characteristics, weathering conditions, excavation depth of the foundation pit and the like. In the embodiment, in the building construction according to the engineering classification of soil, classification is carried out according to the difficulty degree of excavation, the dry density of the soil is taken as the standard for evaluating the soil body compaction degree in the engineering so as to control the compaction quality of foundation pit bottom compaction and soil filling engineering, and the higher the dry density of the soil is, the more compact the soil is; wherein the mass of solid particles of the soil per unit volume of the dry density of the soil is referred to as the dry density of the soil. Wherein, the soil property type includes: the first kind of soil (soft soil), the second kind of soil (ordinary soil), the third kind of soil (hard soil), the fourth kind of soil (gravel hard soil), the fifth kind of soil (soft stone), the sixth kind of soil (second hard stone), the seventh kind of soil (hard stone), the eighth kind of soil (special hard stone), wherein, the first to the fourth kind is soil, and the fifth to the eighth kind is rock.
In this embodiment, carry out the interval setting of reasonable adjustment bluetooth spud according to the environmental condition of current foundation ditch, foundation ditch parameter and soil property type, not only can not too compact the distribution density of bluetooth spud for improving the rate of accuracy, lead to the input of extravagant manpower and material resources, can also monitor the overall structure's of foundation ditch stability comprehensively to guarantee the safe smooth implementation of engineering.
As a further improvement, for the soil of one to four types, the distance between the bluetooth positioning piles increases from one type to four types of soil. Specifically, for a type of soil, the distance between the bluetooth positioning piles 12 is about 4-5 meters; for the second type of soil, the distance between the Bluetooth positioning piles 12 is about 8-10 meters; for three types of soil, the distance between the Bluetooth positioning piles 12 is about 14-15 meters; for four types of soil, the distance between the Bluetooth positioning piles 12 is about 18-20 meters. For rocks, the distance between the Bluetooth positioning piles 12 can be set to be 30-50 meters.
Fig. 7 is a flowchart illustrating a management method of an intelligent worksite-based inspection management system according to an embodiment of the present invention.
In this embodiment, the method includes:
s11, through a plurality of bluetooth broadcast station receipt set up in the signal of a plurality of bluetooth spuds of the preset position of foundation ditch periphery, tower crane and/or lift, wherein, a plurality of bluetooth broadcast stations set up in the preset area on building site, the bluetooth spud numbers in order.
S12, analyzing the first position information of the Bluetooth positioning pile through a processing unit according to the signal, and recording the first position information as reference position information; the processing unit is further used for analyzing the real-time position information of the Bluetooth positioning pile in real time and judging whether the position change between the real-time position information and the reference position information exceeds a set range.
And S13, displaying the reference position information and the real-time position information on a system through a cloud end, and further alarming when the position change between the real-time position information and the reference position information exceeds a set range.
Further, bluetooth spud sets up respectively in tower crane and/or the preset position of lift and includes:
bluetooth spud further sets up in bottom, top and the middle part of tower crane body of the tower crane, in order to acquire the real-time offset or the vibrations volume of tower crane body of the tower crane, and/or Bluetooth spud further sets up in bottom, top and the middle part of lift guide rail frame, in order to acquire the real-time offset or the vibrations volume of lift guide rail frame.
Further, the cloud end further analyzes safety parameters and soil types acquired from the site of the construction site to adjust the distance arrangement of the Bluetooth positioning piles (12); the safety parameters comprise foundation pit parameters, tower crane parameters and/or elevator parameters.
The execution of each step of the method can refer to the description of the monitoring platform, so that the detailed description is omitted here, and refer to the description of the above embodiments in detail.
The embodiments in the above embodiments can be further combined or replaced, and the embodiments are only used for describing the preferred embodiments of the present invention, and do not limit the concept and scope of the present invention, and various changes and modifications made to the technical solution of the present invention by those skilled in the art without departing from the design idea of the present invention belong to the protection scope of the present invention.

Claims (9)

1. A system for monitoring and managing a smart worksite, the system comprising:
the Bluetooth positioning piles (12) are respectively arranged at the periphery of the foundation pit (13) and preset positions of the tower crane (20) and/or the lifter (30), and the Bluetooth positioning piles (12) are numbered in sequence;
the Bluetooth broadcasting stations (11) are arranged in a preset area of a construction site, and the Bluetooth broadcasting stations (11) are used for receiving signals of the Bluetooth positioning piles (12);
the processing unit (10) analyzes first position information of the Bluetooth positioning pile (12) through the signal, and records the first position information as reference position information; the processing unit is further used for analyzing the real-time position information of the Bluetooth positioning pile (12) in real time and further used for judging whether the position change between the real-time position information and the reference position information exceeds a set range or not;
and the cloud end is used for displaying the reference position information and the real-time position information on a system and further alarming when the position change between the real-time position information and the reference position information exceeds a set range.
2. The system for detecting and managing the intelligent construction site as claimed in claim 1, wherein the bluetooth positioning piles (12) are respectively arranged at preset positions of the tower crane and/or the elevator and comprise:
bluetooth spud (12) further sets up in bottom, top and the middle part of tower crane body of the tower (21), in order to acquire the real-time offset or the vibrations volume of tower crane body of the tower (21), and/or Bluetooth spud (12) further sets up in bottom, top and the middle part of lift guide rail frame (31), in order to acquire the real-time offset or the vibrations volume of lift guide rail frame (31).
3. The system for detecting and managing the intelligent construction site as claimed in any one of claims 1 or 2, wherein the Bluetooth positioning piles (12) are further arranged on a load-carrying trolley (22) of the tower crane to obtain a real-time conveying position of the load-carrying trolley (22).
4. An intelligent site detection and management system according to claim 1, wherein the bluetooth spud (12) is further disposed on an inner wall of the foundation pit (13) and/or at a first distance from a side of a building (14) adjacent to the foundation pit (13).
5. The system for detecting and managing an intelligent construction site as claimed in claim 1, wherein the cloud further analyzes based on safety parameters and soil types obtained from the construction site to adjust the spacing layout of the Bluetooth positioning piles (12); the safety parameters comprise foundation pit parameters, tower crane parameters and/or elevator parameters.
6. The detection and management system for the intelligent construction site according to claim 1, wherein the Bluetooth positioning pile (12) comprises a pile cap (123), or the Bluetooth positioning pile (12) comprises a pile cap (123) and a pile head (121) connected with the pile cap (123), wherein the pile cap (123) is provided with a Bluetooth tag (124) and an alarm (125), and the alarm (125) is used for giving an alarm when the position change between the real-time position information and the reference position information exceeds a set range.
7. A method for managing a detection management system based on an intelligent construction site, the method comprising:
receiving signals of a plurality of Bluetooth positioning piles arranged at preset positions on the periphery of a foundation pit, a tower crane and/or an elevator through a plurality of Bluetooth broadcasting stations, wherein the plurality of Bluetooth broadcasting stations are arranged in a preset area of a construction site, and the Bluetooth positioning piles are numbered in sequence;
analyzing first position information of the Bluetooth positioning pile according to the signal through a processing unit, and recording the first position information as reference position information; the processing unit is further used for analyzing the real-time position information of the Bluetooth positioning pile in real time and judging whether the position change between the real-time position information and the reference position information exceeds a set range or not;
and displaying the reference position information and the real-time position information on a system through a cloud end, and further alarming when the position change between the real-time position information and the reference position information exceeds a set range.
8. The management method of the intelligent construction site-based detection management system according to claim 7, wherein the setting of the Bluetooth positioning piles at the preset positions of the tower crane and/or the elevator respectively comprises:
bluetooth spud further sets up in bottom, top and the middle part of tower crane body of the tower crane, in order to acquire the real-time offset or the vibrations volume of tower crane body of the tower crane, and/or Bluetooth spud further sets up in bottom, top and the middle part of lift guide rail frame, in order to acquire the real-time offset or the vibrations volume of lift guide rail frame.
9. The management method of the intelligent construction site-based detection management system according to claim 7, wherein the cloud further analyzes based on safety parameters and soil types obtained from the construction site to adjust the spacing layout of the Bluetooth positioning piles; the safety parameters comprise foundation pit parameters, tower crane parameters and/or elevator parameters.
CN202110855326.2A 2021-07-28 2021-07-28 Detection management system and management method for intelligent construction site Pending CN113642859A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110855326.2A CN113642859A (en) 2021-07-28 2021-07-28 Detection management system and management method for intelligent construction site

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110855326.2A CN113642859A (en) 2021-07-28 2021-07-28 Detection management system and management method for intelligent construction site

Publications (1)

Publication Number Publication Date
CN113642859A true CN113642859A (en) 2021-11-12

Family

ID=78418753

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110855326.2A Pending CN113642859A (en) 2021-07-28 2021-07-28 Detection management system and management method for intelligent construction site

Country Status (1)

Country Link
CN (1) CN113642859A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104386596A (en) * 2014-11-10 2015-03-04 杨树成 Safe tower crane
CN107504946A (en) * 2017-08-24 2017-12-22 北京融通智慧科技有限公司 The Excavation Settlement real-time monitoring system and monitoring method of wisdom building site control platform
US20190023528A1 (en) * 2017-07-24 2019-01-24 George Franco Wireless beacon and sensor node network application for the optimization and automation of on-site hoist operation and vertical transportation
CN212200516U (en) * 2020-03-26 2020-12-22 华北(天津)地理信息有限公司 Building foundation pit deformation monitoring device
CN112777501A (en) * 2021-02-06 2021-05-11 福建省闽盛建设工程有限公司 Tower crane safety operation auxiliary monitoring method and system
CN113033980A (en) * 2021-03-13 2021-06-25 天津城建大学 Intelligent construction site centralized management method and system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104386596A (en) * 2014-11-10 2015-03-04 杨树成 Safe tower crane
US20190023528A1 (en) * 2017-07-24 2019-01-24 George Franco Wireless beacon and sensor node network application for the optimization and automation of on-site hoist operation and vertical transportation
CN107504946A (en) * 2017-08-24 2017-12-22 北京融通智慧科技有限公司 The Excavation Settlement real-time monitoring system and monitoring method of wisdom building site control platform
CN212200516U (en) * 2020-03-26 2020-12-22 华北(天津)地理信息有限公司 Building foundation pit deformation monitoring device
CN112777501A (en) * 2021-02-06 2021-05-11 福建省闽盛建设工程有限公司 Tower crane safety operation auxiliary monitoring method and system
CN113033980A (en) * 2021-03-13 2021-06-25 天津城建大学 Intelligent construction site centralized management method and system

Similar Documents

Publication Publication Date Title
CN102943459A (en) Remote smart monitoring and three-dimensional early warning method and system for deformation stability of deep foundation pit
CN111074954A (en) Deep foundation pit engineering safety monitoring system based on BIM
CN103938703A (en) Pipe jacking construction method
CN105951747B (en) A kind of construction method of the pre-buried lattice column of contrary sequence method
CN102635120A (en) Supportless construction structure and supportless construction method for round deep base pit
CN106436788A (en) Foundation reinforcement and inclination correction method for friction piles of high-rise building
CN102979071A (en) Remote intelligent monitoring and three-dimensional early warning method and system for stress stability of deep foundation pit
CN103031862A (en) Three-dimensional digital prewarning method and facility for remote intelligent monitoring of deep foundation pit deformation stability
CN202925536U (en) Deep foundation pit stress stability remote intelligent monitoring and three-dimensional early-warning system
CN202969361U (en) Remote intelligent monitoring and three-dimensional pre-warning system for deformation stability of deep foundation pit
CN112281894A (en) Pile foundation construction method
CN111636406A (en) Intelligent monitoring system for dynamic compaction machine
CN103061322B (en) Deep foundation ditch stability remote intelligent monitoring 3-dimensional digital comprehensive pre-warning method and system
CN203034434U (en) Remote intelligent monitoring three-dimensional digital comprehensive early warning system for stability of deep foundation pit
CN103046525A (en) Facility and method for mechanical stability remote intelligent monitoring and three-dimensional early warning of deep foundation pit
CN106760872A (en) A kind of segment girder precast measurement formula of consolidating superelevation observation tower
CN114278313A (en) Supporting system based on interval different excavation construction method conversion and construction method
CN206530132U (en) The segment girder precast measurement formula of consolidating superelevation observation tower
CN212405086U (en) Disposal and detection structure for karst cave under rock-socketed pile base
CN113642859A (en) Detection management system and management method for intelligent construction site
CN113485217A (en) Construction site safety management monitoring platform and monitoring method
CN115726403A (en) Open caisson construction visual monitoring system and monitoring method based on Beidou and 5G
CN102677671B (en) Construction method of precast pile in thick-slag-stone-layer field
CN209686454U (en) A kind of high roadbed open cut tunnel inspection shaft construction
CN215217517U (en) Tunnel slab staggering deformation monitoring device

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