CN114111740A - Monitoring system for lifting posture of component - Google Patents
Monitoring system for lifting posture of component Download PDFInfo
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- CN114111740A CN114111740A CN202111361061.7A CN202111361061A CN114111740A CN 114111740 A CN114111740 A CN 114111740A CN 202111361061 A CN202111361061 A CN 202111361061A CN 114111740 A CN114111740 A CN 114111740A
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- 238000012544 monitoring process Methods 0.000 title claims abstract description 40
- 238000005259 measurement Methods 0.000 claims abstract description 131
- 230000007246 mechanism Effects 0.000 claims abstract description 25
- 230000002452 interceptive effect Effects 0.000 claims description 29
- 238000004891 communication Methods 0.000 claims description 18
- 230000008676 import Effects 0.000 claims description 7
- 238000000034 method Methods 0.000 abstract description 15
- 230000008569 process Effects 0.000 abstract description 9
- 230000036544 posture Effects 0.000 description 20
- 238000010586 diagram Methods 0.000 description 18
- 230000006870 function Effects 0.000 description 13
- 230000003993 interaction Effects 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 238000009435 building construction Methods 0.000 description 5
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C13/00—Other constructional features or details
- B66C13/16—Applications of indicating, registering, or weighing devices
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C13/00—Other constructional features or details
- B66C13/18—Control systems or devices
- B66C13/46—Position indicators for suspended loads or for crane elements
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C15/00—Safety gear
- B66C15/06—Arrangements or use of warning devices
- B66C15/065—Arrangements or use of warning devices electrical
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Abstract
The embodiment of the invention discloses a monitoring system for lifting posture of a component, which comprises: the station setting and orienting module is used for acquiring station setting parameter data which are input by a user and respectively correspond to at least one total station, and sending the station setting parameter data to the corresponding total station so that the total station executes station setting and orienting operation based on the station setting parameter data; the automatic measurement module is used for acquiring current coordinate data respectively sent by at least one total station when a measurement control instruction is detected; and determining coordinate deviation data based on each current coordinate data and the preset coordinate data, and if the coordinate deviation data meets a preset deviation threshold, sending the coordinate deviation data to the lifting mechanism so that the lifting mechanism corrects the current spatial attitude of the building component based on the coordinate deviation data. The embodiment of the invention solves the problem that the total station needs to be manually set, and improves the accuracy and stability of the building component in the lifting process.
Description
Technical Field
The embodiment of the invention relates to the technical field of building construction, in particular to a monitoring system for lifting postures of components.
Background
Modern high-rise building engineering generally needs a lifting mechanism to lift a building component to an elevation position, and in the component lifting process, two modes are mainly adopted for controlling the space attitude of the component: one is to install a length sensor on the lifting mechanism, and the other is to measure by manually erecting a total station.
However, the method of installing the length sensor can only acquire a single coordinate of the building component in the lifting direction, and cannot acquire space coordinates of other two dimensions, and an accumulated error exists. The measuring method of the total station is high in accuracy, but the total station needs to manually perform operations such as station setting and measuring data recording, and therefore the efficiency of the whole construction process is low.
Disclosure of Invention
The embodiment of the invention provides a monitoring system for lifting postures of a member, which aims to improve the lifting accuracy and stability of a building member so as to improve the construction efficiency of building construction.
In a first aspect, an embodiment of the present invention provides a system for monitoring a lifting posture of a component, where the system includes: a station setting and orienting module and an automatic measuring module;
the system comprises a station setting and orienting module, a station setting and orienting module and a control module, wherein the station setting and orienting module is used for acquiring station setting parameter data which are input by a user and respectively correspond to at least one total station, and sending the station setting parameter data to the corresponding total station so that the total station executes station setting and orienting operation based on the station setting parameter data;
the automatic measurement module is used for acquiring current coordinate data respectively sent by at least one total station when a measurement control instruction is detected; the current coordinate data is used for representing the current space attitude of the building component;
and determining coordinate deviation data based on each current coordinate data and preset coordinate data, and if the coordinate deviation data meets a preset deviation range, sending the coordinate deviation data to a lifting mechanism so that the lifting mechanism corrects the current spatial attitude of the building element based on the coordinate deviation data.
In a second aspect, an embodiment of the present invention further provides an electronic device, where the electronic device includes:
one or more processors;
a memory for storing one or more programs;
the one or more programs, when executed by the one or more processors, cause the one or more processors to implement the functions of the component lift attitude monitoring system referred to above.
According to the embodiment of the invention, the station setting orientation module is arranged in the monitoring system for the lifting posture of the component, and at least one station setting parameter data input by a user is respectively sent to the corresponding total stations, so that the problem that the total stations need manual station setting is solved, and the station setting efficiency and accuracy of the total stations are improved. Furthermore, the embodiment of the invention arranges the automatic measurement module in the monitoring system of the lifting posture of the member, and when a measurement control instruction is detected, the coordinate deviation data which does not meet the preset deviation range is sent to the lifting mechanism, so that the problem that the measurement data of the total station needs to be read manually is solved, the accuracy and the stability of the building member in the lifting process are improved, and the construction efficiency of building construction is further improved.
Drawings
Fig. 1 is a schematic structural diagram of a system for monitoring a lifting posture of a component according to an embodiment of the present invention;
FIG. 2 is a schematic diagram of an interface of a station-setting direction module according to an embodiment of the present invention;
FIG. 3 is a schematic diagram of an interaction interface of an automatic measurement module according to an embodiment of the present invention;
fig. 4 is a schematic structural diagram of a monitoring system for a lifting posture of a component according to a second embodiment of the present invention;
FIG. 5 is a schematic diagram of an interface of a learning measurement module according to a second embodiment of the present invention;
FIG. 6 is a schematic diagram of an interface of a module for generating initial values according to a second embodiment of the present invention;
fig. 7 is a schematic diagram of an interaction interface of a communication setting module according to a second embodiment of the present invention;
FIG. 8 is a schematic diagram of an interface of a monitoring system for a lifting posture of a component according to a second embodiment of the present invention;
fig. 9 is a schematic structural diagram of an electronic device according to a third embodiment of the present invention.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the invention and are not limiting of the invention. It should be further noted that, for the convenience of description, only some of the structures related to the present invention are shown in the drawings, not all of the structures.
Example one
Fig. 1 is a schematic structural diagram of a monitoring system for a lifting posture of a component according to an embodiment of the present invention, where the monitoring system is applicable to a situation of lifting a building component in a building construction scene, the monitoring system may be implemented in a software and/or hardware manner, and the monitoring system may be configured in a terminal device, and for example, the terminal device may be an intelligent terminal such as a mobile terminal, a notebook computer, a desktop computer, a server, a tablet computer, and the like.
The monitoring system for the lifting posture of the component comprises: a station orientation module 110 and an automatic measurement module 120;
the station setting and orienting module 110 is configured to obtain station setting parameter data, which are input by a user and respectively correspond to at least one total station, and send the station setting parameter data to the corresponding total station, so that the total station performs a station setting and orienting operation based on the station setting parameter data;
an automatic measurement module 120, configured to obtain current coordinate data respectively sent by at least one total station when a measurement control instruction is detected; the current coordinate data is used for representing the current space attitude of the building component; and determining coordinate deviation data based on the current coordinate data and the preset coordinate data, and if the coordinate deviation data meets a preset deviation range, sending the coordinate deviation data to the lifting mechanism so that the lifting mechanism corrects the current spatial attitude of the building component based on the coordinate deviation data.
In one embodiment, optionally, the station setting parameter data includes coordinate data of a station setting point and/or coordinate data of a rear viewpoint. Specifically, the station is a position point where the total station is located when the total station measures the coordinate data of the building component, and the rear viewpoint is a reference point where the total station is used for determining the current coordinate data of the total station. For example, the back point of view may be at least one target prism on the building element, in particular the total station a determines current coordinate data of the total station based on the received coordinate data of the target prism and the measured position data of the target prism relative to the total station a. In one embodiment, when the station setting parameter data includes coordinate data of the station setting point and coordinate data of the rear viewpoint, the total station may compare current coordinate data determined based on the coordinate data of the rear viewpoint with the coordinate data of the station setting point to correct the current position of the total station.
In another embodiment, the station setting parameter data further includes, but is not limited to, a measured altitude of the total station, an azimuth of the total station, a measurement standard of the total station, and the like. The measurement standard includes, for example, a one-sided measurement or a two-sided measurement.
Fig. 2 is a schematic diagram of an interaction interface of a station setting and orientation module according to an embodiment of the present invention. Specifically, the user can select the total station needing to be set to be oriented by 'total station selection' on the interactive interface. The user causes the corresponding total station to perform a station setting orientation operation by selecting a station name and inputting X, Y and Z coordinates of the station. The user causes the corresponding total station to perform a station setting orientation operation by selecting the rear viewpoint name and inputting X, Y and Z coordinates of the rear viewpoint. In the interactive interface of the station setting and orientation module 110 shown in fig. 2, the user may also input the measurement standard of the corresponding total station through "one-sided measurement" and "two-sided measurement" on the interactive interface.
The advantage of setting up like this is that can set up the measurement parameter of total powerstation based on setting up station orientation module 110, has simplified the manual operation step to the total powerstation, has improved the setting efficiency of the measurement parameter of total powerstation.
Specifically, the lifting mechanism is used for lifting a building component, and a prism which can be identified by the total station is arranged on the building component.
In one embodiment, optionally, the automatic measurement module 120 includes a measurement control unit, which is configured to obtain a measurement control type input by a user; when the measurement control type comprises an interactive instruction type, the measurement control instruction comprises a measurement interactive instruction sent by the lifting mechanism, and/or when the measurement control type comprises a time control type, the measurement control instruction comprises a preset time measurement instruction.
Specifically, when the measurement control type includes an interactive instruction type, the automatic measurement module 120 obtains current coordinate data respectively sent by at least one total station when detecting a measurement interactive instruction sent by the lifting mechanism, and/or when the measurement control type includes a time control type, the automatic measurement module 120 obtains current coordinate data respectively sent by at least one total station when detecting a preset time measurement instruction.
In one embodiment, when the measurement control type includes a time control type, the automatic measurement module 120 obtains a preset interval time input by a user, and when a time interval between a time corresponding to a current preset time measurement instruction and the current time reaches the preset interval time, generates the preset time measurement instruction. In the time control type mode, the automatic measurement module 120 periodically and cyclically acquires current coordinate data transmitted by the total station.
Fig. 3 is a schematic diagram of an interaction interface of an automatic measurement module according to an embodiment of the present invention. Specifically, the measurement control unit in the automatic measurement module 120 obtains a measurement control type input by a user, when the measurement control type is a time control type, that is, when the user selects "according to a time interval" in the interactive interface, the automatic measurement module 120 may further obtain time information, such as a start time, an interval time, an end time, a start date, an end date, and a next period start time, input by the user in the interactive interface, and the automatic measurement module 120 may further display a current time and a current period in the interactive interface, where the current period is used to represent a number of times that current coordinate data respectively transmitted by at least one total station is obtained from the start time to the current time.
Specifically, the coordinate deviation data includes at least one of X coordinate deviation data, Y coordinate deviation data, and Z coordinate deviation data. Taking the Z coordinate deviation data as an example, in an embodiment, optionally, the preset coordinate data includes previous coordinate data and single lifting data respectively corresponding to each current coordinate data, and correspondingly, the coordinate deviation data includes this time deviation data. Wherein the single lifting data is used for representing standard data of each lifting of a preset lifting mechanism. Specifically, the Z coordinate deviation data is the current Z coordinate data, the previous Z coordinate data, and the preset Z lifting data. For example, assuming that the current Z coordinate data is 12 meters, the last Z coordinate data is 1 meter, and the preset Z lifting data is 10 meters, the Z coordinate offset data is 1 meter, which indicates that the building element is lifted by 1 meter more.
In another embodiment, optionally, the preset coordinate data includes initial coordinate data and accumulated lifting data respectively corresponding to each current coordinate data, and correspondingly, the coordinate deviation data includes accumulated deviation data. The accumulated lifting data is used for representing standard data of accumulated lifting corresponding to each lifting of a preset lifting mechanism. The accumulated lifting data is equal to the single lifting data multiplied by the corresponding lifting times. Specifically, the Z-coordinate deviation data is the current Z-coordinate data, the initial Z-coordinate data, and the accumulated Z-lift data. For example, assuming that the current Z coordinate data is 12 meters, the initial Z coordinate data is 1 meter, and the accumulated Z lifting data is 12 meters, the Z coordinate deviation data is-1 meter, which indicates that the building element is lifted by 1 meter less.
Specifically, when at least one of the X coordinate deviation data, the Y coordinate deviation data and the Z coordinate deviation data does not satisfy the preset deviation range corresponding thereto, the coordinate deviation data that does not satisfy the preset deviation range is sent to the lifting mechanism. The preset deviation ranges corresponding to different coordinate deviation data may be the same or different. Illustratively, when the coordinate deviation data includes the current deviation data, the preset deviation range corresponding to the X coordinate deviation data includes [0.01,0.05], the preset deviation range corresponding to the Y coordinate deviation data is [0.01,0.05], and the preset deviation range corresponding to the Z coordinate deviation data is [0.1,2 ]. When the coordinate deviation data includes the accumulated deviation data, the preset deviation range corresponding to the X coordinate deviation data is [0.1,0.5], the preset deviation range corresponding to the Y coordinate deviation data is [0.1,0.5], and the preset deviation range corresponding to the Z coordinate deviation data is [1,2 ]. It should be noted that the number of times is only exemplary and illustrative of the preset deviation range, and is not limited thereto, and the preset deviation range may be set according to specific coordinate deviation data and actual operating conditions.
For example, assuming that the single lifting data of the lifting mechanism is 10 meters, the coordinate deviation data includes the current deviation data, the current deviation data is 0.1 meter, and the preset deviation range corresponding to the coordinate deviation data is [0.03,1], the current deviation data is sent to the lifting mechanism, and the lifting mechanism continues to lift the building component by 0.1 meter to reach the preset lifting height. Assuming that the accumulated lifting data corresponding to the current lifting of the lifting mechanism is 10 meters, the coordinate deviation data comprises accumulated deviation data, the accumulated deviation data is 0.2 meters, and the preset deviation range corresponding to the coordinate deviation data is [0.1,1], sending the accumulated deviation data to the lifting mechanism, and continuously lifting the building component by the lifting mechanism for 0.2 meters so as to reach the preset lifting height.
On the basis of the foregoing embodiment, optionally, the monitoring system further includes: an overrun message module, configured to receive coordinate deviation data sent by the automatic measurement module 120, and execute an alarm prompt operation based on the coordinate deviation data; and the coordinate deviation data is sent by the automatic measurement module when the coordinate deviation data meets a preset deviation range.
Wherein, the alarm prompt operation includes, but is not limited to, at least one of a text prompt, a sound prompt and an indicator light prompt.
In this embodiment, the automatic measurement module 120 is further configured to: and judging whether the current coordinate data is empty, if so, sending the generated shielding instruction to the overrun message module so that the overrun message module executes alarm prompt operation after receiving the shielding instruction. Specifically, when the target prism on the building element is blocked, the total station cannot measure the coordinate data of the target prism, and at this time, the current coordinate data sent by the total station to the automatic measurement module 120 is null.
The advantage of setting up like this is that can in time inform the measurement error problem that appears in the current measurement process of user to the user is in time checked and is controlled the measurement error condition.
According to the technical scheme, the station setting orientation module is arranged in the monitoring system for the lifting posture of the component, at least one station setting parameter data input by a user is respectively sent to the corresponding total stations, the problem that the total stations need to be manually set is solved, and the station setting efficiency and accuracy of the total stations are improved. Furthermore, the embodiment of the invention arranges the automatic measurement module in the monitoring system of the lifting posture of the member, and when a measurement control instruction is detected, the coordinate deviation data which does not meet the preset deviation range is sent to the lifting mechanism, so that the problem that the measurement data of the total station needs to be read manually is solved, the accuracy and the stability of the building member in the lifting process are improved, and the construction efficiency of building construction is further improved.
Example two
Fig. 4 is a schematic structural diagram of a monitoring system for a lifting posture of a component according to a second embodiment of the present invention, and a technical solution of the present embodiment is further detailed based on the above-mentioned embodiments.
It should be noted that fig. 4 is only an exemplary illustration of the connection relationship between the modules, and does not limit the connection relationship between the modules, and a user may perform custom setting according to actual needs.
The monitoring system further comprises: and the learning and measuring module 210 is configured to acquire a tracking total station code input by a user and a tracking roll name corresponding to the tracking total station code, and send a tracking instruction generated based on the tracking roll name to a total station corresponding to the tracking total station code, so that the total station performs a real-time tracking operation on a tracking prism corresponding to the tracking roll name on the building element.
Specifically, the tracking total station code is used for identifying the total station executing the tracking action. For example, assuming that there are 4 total stations, namely total station a, total station B, total station C and total station D, if the tracking total station code is B, the total station performing the tracking action is indicated as total station B.
Specifically, the total station is provided with at least one measuring point, and the building component is provided with prisms corresponding to the measuring points respectively. The tracking roll call is used to identify the measurement roll call that performed the tracking move. For example, assuming that 3 measuring points, namely a measuring point a, a measuring point B and a measuring point C, are arranged on the total station corresponding to the tracking total station code, if the name of the tracking point is a, the measuring point a measures the coordinate data of the tracking prism on the building element corresponding to the measuring point a in real time.
Fig. 5 is a schematic diagram of an interaction interface of a learning measurement module according to a second embodiment of the present invention. Specifically, a user can select and input a tracking total station code through a tracking total station on the interactive interface, and input a tracking roll name corresponding to the tracking total station code through a tracking roll name. In the interactive interface of the learning and measuring module 210 shown in fig. 5, the user may further input an initial position coordinate of the prism corresponding to the tracking point name, and after the setting is completed, the total station corresponding to the tracking total station code performs a real-time tracking operation on the tracking prism corresponding to the tracking point name on the building element. In the interactive interface of the learning measurement module 210 shown in fig. 5, the user may also input the measurement standard of the total station corresponding to the tracking total station code through "one-sided measurement" and "two-sided measurement" on the interactive interface.
On the basis of the above embodiment, optionally, when the number of total stations is at least two, the automatic measurement module 120 is specifically configured to: taking a total station corresponding to the tracking total station code as a tracking total station, and acquiring current coordinate data sent by the tracking total station when a measurement control instruction is detected; and sending the current coordinate data sent by the tracking total station to other total stations except the tracking total station, so that the other total stations execute measurement operation based on the received current coordinate data and acquire the current coordinate data sent by the other total stations.
In an exemplary embodiment, it is assumed that the system includes a total station a, a total station B, and a total station C, where each total station is provided with 3 measurement points, the total station a is used as a tracking total station, and the measurement point a on the total station a is used as a tracking point name. Specifically, when the automatic measurement module 120 detects a measurement control instruction, the automatic measurement module 120 sends a coordinate acquisition instruction to the tracking total station, the tracking total station sends current coordinate data obtained by measuring the measurement point a by the real-time tracking prism a to the other two measurement points on the tracking total station, and each measurement point obtains current coordinate data of the prism corresponding to the current measurement point based on the current coordinate data corresponding to the measurement point a. To this end, the tracking total station sends current coordinate data obtained by measuring at 3 measuring points to the automatic measuring module 120. The automatic measurement module 120 sends the current coordinate data sent by the tracking total station to the other total stations except the tracking total station, so that the other total stations perform measurement operation based on the received current coordinate data, and after the measurement by the other total stations is completed, the obtained current coordinate data are respectively sent to the automatic measurement module 120.
The advantage of setting up like this, only adopt a measuring point on the total powerstation to carry out real-time tracking measurement, when guaranteeing the accuracy of measuring result, reduced the real-time measurement requirement to the total powerstation.
The monitoring system further comprises: a known initial value module 220, configured to obtain and display initial coordinate data corresponding to at least one total station; accordingly, the learning measurement module 210 is further configured to: when an initial measurement instruction is detected, initial coordinate data respectively sent by at least one total station is acquired, and when a data import instruction is detected, each initial coordinate data is sent to the known initial value module 220.
In one embodiment, the user may directly enter initial coordinate data respectively corresponding to at least one total station on the interactive interface corresponding to the known initial value module 220. In another embodiment, the user may select an "import" function in the interactive interface of the known initial value module 220, the known initial value module 220 sends the generated data import instruction to the learning and measurement module 210, and the learning and measurement module 210 sends the acquired initial coordinate data corresponding to the at least one total station to the known initial value module 220, or the user may select an "import" function (not shown in fig. 5) in the interactive interface of the learning and measurement module 210, the learning and measurement module 210 generates the data import instruction, and the learning and measurement module 210 sends the initial coordinate data corresponding to the at least one total station to the known initial value module 220. Specifically, the user may select a "measure" function (not shown in fig. 5) in the interactive interface of the learning measurement module 210, and the learning measurement module 210 generates an initial measurement instruction.
Fig. 6 is a schematic diagram of an interactive interface of a known initial value module according to a second embodiment of the present invention. Specifically, in fig. 6, taking two total stations as an example, a user sequentially selects a total station and a measurement point thereof that need to input initial coordinate data through "total station selection" and "measurement point name" in an interactive interface, the user can obtain initial coordinate data corresponding to the total station 1 and the total station 2, which are input by the learning and measurement module 210, by selecting the "import" function, and the user can display the initial coordinate data of the measurement point input in the interactive interface at a display position corresponding to the measurement point on the left by selecting the "insert" function.
The monitoring system further comprises: the lifting view module 230 is configured to obtain current coordinate data corresponding to the at least two measurement control instructions, generate and display a lifting curve graph based on the current coordinate data, and/or obtain coordinate deviation data corresponding to the at least two measurement control instructions, and generate and display a lifting deformation curve graph based on the coordinate deviation data.
Specifically, the lifting curve graph is used for representing the change condition of the coordinate data of the building component in the lifting process, and the lifting deformation curve graph is used for representing the change condition of the deviation data of the building component in the lifting process. The advantage of this arrangement is that the user can observe the data change intuitively, so that the abnormal data can be found easily.
The monitoring system further comprises: and the achievement data module 240 is configured to, when the measurement control instruction is detected, acquire and display at least one of current coordinate data, preset coordinate data, and coordinate deviation data. Specifically, the achievement data module 240 may further obtain and display data such as a measurement sequence, a measurement time, a measurement period, a target prism number, and initial coordinate data. The beneficial of setting like this lies in, the various achievement data that building element appears in the promotion in-process of real-time recording to make things convenient for the user to inquire and check.
The monitoring system further comprises: a communication setting module 250; the system comprises a total station and a plurality of total stations, wherein the total station is used for acquiring total station communication data which are input by a user and correspond to at least one total station respectively, and carrying out communication connection with the corresponding total station respectively based on the total station communication data.
Fig. 7 is a schematic diagram of an interaction interface of a communication setting module according to a second embodiment of the present invention. Specifically, the total station communication data includes a port number and a baud rate. Illustratively, the baud rate may include nine frequencies in total 1200, 2400, 4800, 9600, 19200, 38400, 56000, 57600, 115200(bit/s), wherein the selection of the baud rate depends on the instrument performance of the total station. The communication setting module 250 shown in fig. 7 further provides functions of "open port", "close port", and "refresh port", when the user selects "open port" corresponding to the total station 1, the monitoring system of the member lifting posture can be in communication connection with the total station 1, when the user selects "close port" corresponding to the total station 1, the monitoring system of the member lifting posture cannot be in communication connection with the total station 1, and when the user selects "refresh port", the user can check which ports are currently in communication connection with the total station on the interactive interface.
On the basis of the foregoing embodiment, optionally, the monitoring system further includes: and the project management module is used for managing the monitoring process of the lifting of the building component every time. Illustratively, the project management module provides four functions of new project, open project, close project, and delete project.
Fig. 8 is a schematic view of an interaction interface of a monitoring system for a lifting posture of a component according to a second embodiment of the present invention. Specifically, the project management module, the communication setting module, the known initial value module, the station setting and orientation module, the learning measurement module, the automatic measurement module, the overrun message module, the achievement data module and the view promotion module are sequentially arranged from left to right, and a user can select to enter the corresponding functional module through the functional options provided by the interactive interface. Fig. 8 shows an interactive interface corresponding to the communication setting module.
It should be noted that the interactive interface of the monitoring system and the interactive interfaces respectively corresponding to the functional modules in the monitoring system provided in the embodiment of the present invention are only exemplary illustrations, and are not limited thereto, and a user may set the functional options and the typesetting of the interactive interfaces according to actual requirements.
According to the technical scheme, the learning measurement module is added into the monitoring system, so that the building component is tracked and measured in real time only by one measuring point in the tracking total station in the lifting process, and when the automatic measurement module detects a measurement control instruction, other measuring points of the tracking total station and other total stations measure coordinates, the problem of high power consumption of the total station is solved, the measurement precision is guaranteed, meanwhile, the requirement on the real-time tracking function of the total station is lowered, and further, the construction cost is lowered.
It should be noted that, in the embodiment of the monitoring system for the lifting posture of the component, the units and modules included in the monitoring system are only divided according to the functional logic, but are not limited to the above division, as long as the corresponding functions can be realized; in addition, specific names of the functional units are only for convenience of distinguishing from each other, and are not used for limiting the protection scope of the present invention.
EXAMPLE III
Fig. 9 is a schematic structural diagram of an electronic device according to a third embodiment of the present invention, where the monitoring system for monitoring the lifting posture of the component according to the third embodiment of the present invention may be configured according to the embodiment of the present invention. FIG. 9 illustrates a block diagram of an exemplary electronic device 12 suitable for use in implementing embodiments of the present invention. The electronic device 12 shown in fig. 9 is only an example, and should not bring any limitation to the functions and the scope of use of the embodiment of the present invention.
As shown in fig. 9, electronic device 12 is embodied in the form of a general purpose computing device. The components of electronic device 12 may include, but are not limited to: one or more processors or processing units 16, a system memory 28, and a bus 18 that couples various system components including the system memory 28 and the processing unit 16.
The system memory 28 may include computer system readable media in the form of volatile memory, such as Random Access Memory (RAM)30 and/or cache memory 32. The electronic device 12 may further include other removable/non-removable, volatile/nonvolatile computer system storage media. By way of example only, storage system 34 may be used to read from and write to non-removable, nonvolatile magnetic media (not shown in FIG. 9, and commonly referred to as a "hard drive"). Although not shown in FIG. 9, a magnetic disk drive for reading from and writing to a removable, nonvolatile magnetic disk (e.g., a "floppy disk") and an optical disk drive for reading from or writing to a removable, nonvolatile optical disk (e.g., a CD-ROM, DVD-ROM, or other optical media) may be provided. In these cases, each drive may be connected to bus 18 by one or more data media interfaces. Memory 28 may include at least one program product having a set (e.g., at least one) of program modules that are configured to carry out the functions of embodiments of the invention.
A program/utility 40 having a set (at least one) of program modules 42 may be stored, for example, in memory 28, such program modules 42 including, but not limited to, an operating system, one or more application programs, other program modules, and program data, each of which examples or some combination thereof may comprise an implementation of a network environment. Program modules 42 generally carry out the functions and/or methodologies of the described embodiments of the invention.
The processing unit 16 executes various functional applications and data processing by running a program stored in the system memory 28, for example, to implement the method for monitoring the lifting posture of a component provided in the embodiment of the present invention.
Through above-mentioned electronic equipment, solved the problem that the measured data of total powerstation need artificially to read, improved the accuracy and the stability of building element promotion in-process, and then improved the efficiency of construction.
It is to be noted that the foregoing is only illustrative of the preferred embodiments of the present invention and the technical principles employed. It will be understood by those skilled in the art that the present invention is not limited to the particular embodiments illustrated herein, but is capable of various obvious changes, rearrangements and substitutions as will now become apparent to those skilled in the art without departing from the scope of the invention. Therefore, although the present invention has been described in greater detail by the above embodiments, the present invention is not limited to the above embodiments, and may include other equivalent embodiments without departing from the spirit of the present invention, and the scope of the present invention is determined by the scope of the appended claims.
Claims (10)
1. A system for monitoring the lift attitude of a component, comprising: a station setting and orienting module and an automatic measuring module;
the system comprises a station setting and orienting module, a station setting and orienting module and a control module, wherein the station setting and orienting module is used for acquiring station setting parameter data which are input by a user and respectively correspond to at least one total station, and sending the station setting parameter data to the corresponding total station so that the total station executes station setting and orienting operation based on the station setting parameter data;
the automatic measurement module is used for acquiring current coordinate data respectively sent by at least one total station when a measurement control instruction is detected; wherein the current coordinate data is used to characterize a current spatial pose of the building element;
and determining coordinate deviation data based on each current coordinate data and preset coordinate data, and if the coordinate deviation data meets a preset deviation range, sending the coordinate deviation data to a lifting mechanism so that the lifting mechanism corrects the current spatial attitude of the building element based on the coordinate deviation data.
2. The system of claim 1, wherein the automatic measurement module comprises a measurement control unit for obtaining a measurement control type input by a user; when the measurement control type comprises an interactive instruction type, the measurement control instruction comprises a measurement interactive instruction sent by the lifting mechanism, and/or when the measurement control type comprises a time control type, the measurement control instruction comprises a preset time measurement instruction.
3. The system of claim 1, wherein the station setting parameter data comprises coordinate data of a station setting point and/or coordinate data of a rear viewpoint.
4. The system of claim 1, further comprising: and the learning and measuring module is used for acquiring a tracking total station code input by a user and a tracking roll name corresponding to the tracking total station code, and sending a tracking instruction generated based on the tracking roll name to a total station corresponding to the tracking total station code so that the total station performs real-time tracking operation on a tracking prism corresponding to the tracking roll name on the building component.
5. The system according to claim 4, wherein, when the number of total stations is at least two, said automatic measurement module is specifically configured to:
taking a total station corresponding to the tracking total station code as a tracking total station, and acquiring current coordinate data sent by the tracking total station when a measurement control instruction is detected;
and sending the current coordinate data sent by the tracking total station to other total stations except the tracking total station, so that the other total stations execute measurement operation based on the received current coordinate data and acquire the current coordinate data sent by the other total stations.
6. The system of claim 4, further comprising: the known initial value module is used for acquiring and displaying initial coordinate data respectively corresponding to at least one total station;
correspondingly, the learning measurement module is further configured to:
when an initial measurement instruction is detected, initial coordinate data respectively sent by at least one total station is obtained, and when a data import instruction is detected, the initial coordinate data are sent to the known initial value module.
7. The system of claim 1, further comprising: the overrun message module is used for receiving the coordinate deviation data sent by the automatic measurement module and executing alarm prompt operation based on the coordinate deviation data; the coordinate deviation data is sent by the automatic measurement module when the coordinate deviation data meets a preset deviation range.
8. The system of claim 1, further comprising: and the lifting view module is used for acquiring current coordinate data respectively corresponding to the at least two measurement control instructions, generating and displaying a lifting curve graph based on each current coordinate data, and/or acquiring coordinate deviation data respectively corresponding to the at least two measurement control instructions, and generating and displaying a lifting deformation curve graph based on each coordinate deviation data.
9. The system of claim 1, further comprising: and the achievement data module is used for acquiring and displaying at least one of the current coordinate data, the preset coordinate data and the coordinate deviation data when a measurement control command is detected.
10. The system of claim 1, further comprising: the communication setting module is used for acquiring total station communication data which are input by a user and respectively correspond to at least one total station, and respectively carrying out communication connection with the corresponding total station based on the total station communication data.
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| CN202111361061.7A CN114111740A (en) | 2021-11-17 | 2021-11-17 | Monitoring system for lifting posture of component |
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