CN114412229A - Control method and control device of high-altitude-based building dismantling machine - Google Patents

Control method and control device of high-altitude-based building dismantling machine Download PDF

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Publication number
CN114412229A
CN114412229A CN202210030494.2A CN202210030494A CN114412229A CN 114412229 A CN114412229 A CN 114412229A CN 202210030494 A CN202210030494 A CN 202210030494A CN 114412229 A CN114412229 A CN 114412229A
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China
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dismantling machine
building dismantling
building
wall top
altitude
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CN114412229B (en
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钟松杏
张阳川
林宇鹏
吴泽琛
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Xiamen Anke Technology Co Ltd
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Xiamen Anke Technology Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/08Wrecking of buildings
    • GPHYSICS
    • G16INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR SPECIFIC APPLICATION FIELDS
    • G16YINFORMATION AND COMMUNICATION TECHNOLOGY SPECIALLY ADAPTED FOR THE INTERNET OF THINGS [IoT]
    • G16Y40/00IoT characterised by the purpose of the information processing
    • G16Y40/30Control

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  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Computing Systems (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

The invention provides a control method and a control device of a building dismantling machine based on high altitude, comprising the following steps: acquiring the height position of a building dismantling machine, and adjusting the fixed state of the building dismantling machine based on the height position; if the position of the building dismantling machine is a high altitude position, acquiring the airflow direction of the high altitude, and performing the operation of the building dismantling machine in the opposite direction; traversing the wall tops of all layers, and determining the splitting lines of the wall tops; determining the stress condition of each region along the split lines, and disassembling based on the stress condition; and detecting the damage condition of the wall top, and adjusting the operation intensity of the building dismantling machine based on the damage condition of the wall top.

Description

Control method and control device of high-altitude-based building dismantling machine
Technical Field
The invention relates to the technical field of building dismantling machines, in particular to a control method and a control device of a building dismantling machine based on high altitude.
Background
Along with the development of science and technology, tear building machine open and gradually be applied to the floor and dismantle in, among the prior art, tear building machine and dismantle the floor in high altitude environment, tear building machine and all adopt conventional fixed mode on different positions to tear building machine open and generally tend to dismantle the middle part position of floor, lead to tearing building machine open and be lower in the accuracy of high-altitude construction.
Disclosure of Invention
The invention aims to provide a control method and a control device of a high-altitude-based building dismantling machine.
In order to solve the technical problems, the invention adopts the following technical scheme:
according to one aspect of the invention, the invention provides a control method of a high-altitude-based building dismantling machine, which comprises the following steps: acquiring the height position of a building dismantling machine, and adjusting the fixed state of the building dismantling machine based on the height position;
if the position of the building dismantling machine is a high altitude position, acquiring the airflow direction of the high altitude, and performing the operation of the building dismantling machine in the opposite direction;
traversing the wall tops of all layers, and determining the splitting lines of the wall tops;
determining the stress condition of each region along the split lines, and disassembling based on the stress condition;
and detecting the damage condition of the wall top, and adjusting the operation intensity of the building dismantling machine based on the damage condition of the wall top.
According to an aspect of the present disclosure, there is provided a control apparatus for a high-altitude-based demolition machine, including: the first acquisition module is used for acquiring the height position of the building dismantling machine and adjusting the fixed state of the building dismantling machine based on the height position;
the second acquisition module is used for acquiring the airflow direction of the high altitude and carrying out the operation of the building dismantling machine in the opposite direction if the position of the building dismantling machine is the high altitude position;
the traversing module is used for traversing the wall tops of all layers and determining the split lines of the wall tops;
the determining module is used for determining the stress condition of each region along the split lines and disassembling the split lines based on the stress condition;
and the detection module is used for detecting the damage condition of the wall top and adjusting the operation intensity of the building dismantling machine based on the damage condition of the wall top.
According to an aspect of the present disclosure, there is provided a computer-readable storage medium storing computer program instructions which, when executed by a computer, cause the computer to perform the method according to the above.
According to an aspect of the present disclosure, there is provided an electronic apparatus including: a processor; a memory having computer readable instructions stored thereon which, when executed by the processor, implement the method described above.
According to the technical scheme, the embodiment of the invention at least has the following advantages and positive effects:
in the control method and the control device of the high-altitude-based building dismantling machine, the height position of the building dismantling machine is obtained, and the fixing state of the building dismantling machine is adjusted based on the height position; if the position of the building dismantling machine is a high altitude position, acquiring the airflow direction of the high altitude, and performing the operation of the building dismantling machine in the opposite direction; traversing the wall tops of all layers, and determining the splitting lines of the wall tops; determining the stress condition of each region along the split lines, and disassembling based on the stress condition; detect the damaged condition of wall top, and based on the damaged condition adjustment of wall top tear the operation intensity of building machine open, wherein, be in high altitude environment tear building machine open according to its high adjustment fixed state at place to the operation on the different high position of adaptation guarantees to tear the stability of building machine operation in the high altitude, and tear building machine open along the atress condition of splitting line is dismantled, and according to the damaged condition adjustment of wall top tear the operation intensity of building machine open, thereby guarantee to tear building machine open at the accuracy and the high-efficient operation of high altitude construction.
Drawings
Fig. 1 is a flowchart illustrating a control method for a high-altitude-based demolition machine according to an exemplary embodiment.
Fig. 2 is a block diagram illustrating a control apparatus of a high-altitude based demolition machine according to an exemplary embodiment.
FIG. 3 is a hardware diagram illustrating an electronic device according to an example embodiment.
Fig. 4 is a computer-readable storage medium illustrating a control method based on a high-altitude demolition machine according to an exemplary embodiment.
Detailed Description
Exemplary embodiments that embody features and advantages of the invention are described in detail below in the specification. It is to be understood that the invention is capable of other embodiments and that various changes in form and details may be made therein without departing from the scope of the invention and the description and drawings are to be regarded as illustrative in nature and not as restrictive.
Along with the development of science and technology, tear building machine open and gradually be applied to the floor and dismantle in, among the prior art, tear building machine and dismantle the floor in high altitude environment, tear building machine and all adopt conventional fixed mode on different positions to tear building machine open and generally tend to dismantle the middle part position of floor, lead to tearing building machine open and be lower in the accuracy of high-altitude construction.
According to an embodiment of the present disclosure, there is provided a control method for a high-altitude-based building dismantling machine, as shown in fig. 1, the control method for a high-altitude-based building dismantling machine including:
step S110, acquiring the height position of the building dismantling machine, and adjusting the fixed state of the building dismantling machine based on the height position;
step S120, if the position of the building dismantling machine is a high altitude position, acquiring the airflow direction of the high altitude, and performing the operation of the building dismantling machine in the opposite direction;
step S130, traversing the wall tops of all layers, and determining the splitting lines of the wall tops;
step S140, determining the stress condition of each region along the split lines, and disassembling based on the stress condition;
and S150, detecting the damage condition of the wall top, and adjusting the operation intensity of the building dismantling machine based on the damage condition of the wall top.
In the control method of the high-altitude-based building dismantling machine, the height position of the building dismantling machine is obtained, and the fixed state of the building dismantling machine is adjusted based on the height position; if the position of the building dismantling machine is a high altitude position, acquiring the airflow direction of the high altitude, and performing the operation of the building dismantling machine in the opposite direction; traversing the wall tops of all layers, and determining the splitting lines of the wall tops; determining the stress condition of each region along the split lines, and disassembling based on the stress condition; detect the damaged condition of wall top, and based on the damaged condition adjustment of wall top tear the operation intensity of building machine open, wherein, be in high altitude environment tear building machine open according to its high adjustment fixed state at place to the operation on the different high position of adaptation guarantees to tear the stability of building machine operation in the high altitude, and tear building machine open along the atress condition of splitting line is dismantled, and according to the damaged condition adjustment of wall top tear the operation intensity of building machine open, thereby guarantee to tear building machine open at the accuracy and the high-efficient operation of high altitude construction.
These steps are described in detail below.
In step S110, a height position of the building demolition machine is obtained, and a fixing state of the building demolition machine is adjusted based on the height position;
the method comprises the following specific steps: acquiring a position signal of the building dismantling machine, and estimating an estimated position of the building dismantling machine based on the signal intensity of the position signal; responding to a detector of a corresponding floor based on the estimated position of the building dismantling machine, and acquiring a video of the floor; if the floor dismantling machine cannot be traversed in the videos of the floors, traversing the videos of the floors of the surrounding floors based on the signal error of the position signal to determine the height position of the floor dismantling machine; and adjusting the fixing state of the building dismantling machine based on the height position, wherein the supporting mode and the ground gripping force of the building dismantling machine are adjusted along with the reduction of the height position.
The estimated position of the building dismantling machine is estimated based on the signal intensity of the position signal, the height position of the building dismantling machine is determined by combining the video of the floor, remote measurement and calculation of the height position of the building dismantling machine are achieved, and manual correspondence is avoided.
In addition, the fixed state of the building dismantling machine is adjusted based on the height position, wherein the supporting mode and the ground grabbing force of the building dismantling machine are adjusted along with the reduction of the height position, the supporting mode of the building dismantling machine can adopt splayed splicing, trapezoidal supporting and reinforcing rib reinforcing, the ground grabbing force of the building dismantling machine is adjusted along with the splicing depth of the building dismantling machine, and different supporting modes and ground grabbing forces are adopted according to different high-altitude positions.
In step S120, if the location of the building demolition machine is a high altitude location, the airflow direction of the high altitude is obtained, and the building demolition machine is operated in the opposite direction.
The method comprises the following specific steps: judging whether the building dismantling machine is in the high altitude or not based on the height position; if the position of the building dismantling machine is a high altitude position, acquiring the airflow direction of the high altitude; adjusting and controlling the shape of a side wing of the building dismantling machine based on the branch of the airflow, and ensuring that the angle between the side wing of the building dismantling machine and the branch of the airflow is 20-60 degrees; the building dismantling machine adjusts the position of the building dismantling machine based on the flow direction of the high-altitude airflow and rotates in situ to determine the working direction of the building dismantling machine, wherein the operation of the building dismantling machine is carried out in the direction opposite to the flow direction of the high-altitude airflow.
The side wing shape of the building dismantling machine is adjusted and controlled based on the branch of the airflow, the confrontation of the building dismantling machine to the airflow is adjusted through different side wing shapes, and the angle between the side wing of the building dismantling machine and the branch of the airflow is 20-60 degrees. In addition, the building dismantling machine adjusts the position of the building dismantling machine based on the flow direction of the high-altitude airflow, rotates in situ to determine the working direction of the building dismantling machine, and performs the operation of the building dismantling machine in the direction opposite to the flow direction of the high-altitude airflow, so that the stable operation of the building dismantling machine in the high-altitude position is ensured.
In step S130, the wall tops of the layers are traversed, and the split lines of the wall tops are determined.
The method comprises the following specific steps: traversing the wall tops of all layers based on upward detection of the building dismantling machine; acquiring a plan view of the wall top, and highlighting lines of the wall top; determining split lines of the wall top based on the extending direction and continuity of the lines; acquiring a splitting gap of the splitting lines, and constructing a three-dimensional body corresponding to the splitting gap; determining a fragile part of the split line based on the three-dimensional solid; and regulating and controlling the working direction of the building dismantling machine according to the fragile part of the split line.
Wherein, based on the extending direction and the continuity of line are confirmed to be the division line of wall crown acquires the division clearance of division line to the structure the three-dimensional solid that the division clearance corresponds carries out three-dimensional analysis according to three-dimensional solid, and confirms the fragile position of division line to in tear building machine and carry out the operation based on fragile position, and regulate and control tear the working direction of building machine open, guarantee tear the job stabilization nature and the work accuracy nature of building machine open.
In step S140, stress conditions of each region are determined along the split lines, and disassembly is performed based on the stress conditions.
The method comprises the following specific steps: gradually constructing an integral three-dimensional body along the splitting line, wherein the integral three-dimensional body comprises a three-dimensional body corresponding to the splitting gap and a splitting direction thereof; evaluating the stress condition of each area of the wall top based on the integral three-dimensional stereo; carrying out stress evaluation according to a plurality of adjacent associated parts, and selecting the associated part with the worst stress condition as a first position for disassembly; determining other locations along a splitting direction based on the first location; the building dismantling machine is dismantled based on the stress condition and gradually dismantled from the first position to other positions.
And evaluating the stress condition of each region of the wall top based on the integral three-dimensional body so as to limit the operation sequence and operation strength according to the stress condition of each region of the wall top.
Additionally, determining other locations along the splitting direction based on the first location; the building dismantling machine is dismantled based on the stress condition and gradually dismantled from the first position to other positions.
In step S150, the damage of the wall top is detected, and the operation intensity of the building dismantling machine is adjusted based on the damage of the wall top.
The method comprises the following specific steps: detecting the damage condition of the wall top and dividing the damaged area of the wall top; defining an impact force range for the wall top based on the damaged area of the wall top; adjusting the operation intensity of the building dismantling machine according to the impact force range of the wall top, wherein the operation intensity of the building dismantling machine can be increased progressively, decreased progressively or adjusted in clearance; and at the boundary position of the wall top, the building dismantling machine impacts the boundary position of the wall top based on the operation intensity of gap adjustment and controls the impact interval of the building dismantling machine.
According to the technical scheme, the embodiment of the invention at least has the following advantages and positive effects:
in the control method and the control device of the high-altitude-based building dismantling machine, the height position of the building dismantling machine is obtained, and the fixing state of the building dismantling machine is adjusted based on the height position; if the position of the building dismantling machine is a high altitude position, acquiring the airflow direction of the high altitude, and performing the operation of the building dismantling machine in the opposite direction; traversing the wall tops of all layers, and determining the splitting lines of the wall tops; determining the stress condition of each region along the split lines, and disassembling based on the stress condition; detect the damaged condition of wall top, and based on the damaged condition adjustment of wall top tear the operation intensity of building machine open, wherein, be in high altitude environment tear building machine open according to its high adjustment fixed state at place to the operation on the different high position of adaptation guarantees to tear the stability of building machine operation in the high altitude, and tear building machine open along the atress condition of splitting line is dismantled, and according to the damaged condition adjustment of wall top tear the operation intensity of building machine open, thereby guarantee to tear building machine open at the accuracy and the high-efficient operation of high altitude construction.
The above detailed description is specific to possible embodiments of the present invention, and the embodiments are not intended to limit the scope of the present invention, and all equivalent implementations or modifications that do not depart from the scope of the present invention are intended to be included within the scope of the present invention.
As shown in fig. 2, in one embodiment, the control device 200 for the high-altitude-based demolition machine further includes:
a first obtaining module 210, configured to obtain a height position of a building demolition machine, and adjust a fixing state of the building demolition machine based on the height position;
a second obtaining module 220, configured to obtain a flow direction of the air flow in the high altitude if the building demolition machine is located in the high altitude position, and perform an operation of the building demolition machine in an opposite direction;
a traversing module 230, configured to traverse the wall tops of the layers, and determine a splitting line of the wall top;
a determining module 240, configured to determine stress conditions of each region along the split lines, and perform disassembly based on the stress conditions;
and the detection module 250 is used for detecting the damage condition of the wall top and adjusting the operation intensity of the building dismantling machine based on the damage condition of the wall top.
An electronic device 40 according to this embodiment of the present invention is described below with reference to fig. 3. The electronic device 40 shown in fig. 3 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. 3, electronic device 40 is embodied in the form of a general purpose computing device. The components of electronic device 40 may include, but are not limited to: the at least one processing unit 41, the at least one memory unit 42, and a bus 43 connecting the various system components (including the memory unit 42 and the processing unit 41).
Wherein the storage unit stores program code executable by the processing unit 41 to cause the processing unit 41 to perform the steps according to various exemplary embodiments of the present invention described in the section "example methods" above in this specification.
The storage unit 42 may include readable media in the form of volatile memory units, such as a random access memory unit (RAM)421 and/or a cache memory unit 422, and may further include a read only memory unit (ROM) 423.
The storage unit 42 may also include a program/utility 424 having a set (at least one) of program modules 425, such program modules 425 including, but not limited to: an operating system, one or more application programs, other program modules, and program data, each of which, or some combination thereof, may comprise an implementation of a network environment.
Bus 43 may be one or more of any of several types of bus structures, including a memory unit bus or memory unit controller, a peripheral bus, an accelerated graphics port, a processing unit, or a local bus using any of a variety of bus architectures.
The electronic device 40 may also communicate with one or more external devices (e.g., keyboard, pointing device, bluetooth device, etc.), with one or more devices that enable a user to interact with the electronic device 40, and/or with any devices (e.g., router, modem, etc.) that enable the electronic device 40 to communicate with one or more other computing devices. Such communication may be through an input/output (I/O) interface 45. Also, the electronic device 40 may communicate with one or more networks (e.g., a Local Area Network (LAN), a Wide Area Network (WAN), and/or a public network, such as the Internet) via the network adapter 46. As shown in FIG. 3, the network adapter 46 communicates with the other modules of the electronic device 40 via the bus 43. It should be appreciated that although not shown in FIG. 3, other hardware and/or software modules may be used in conjunction with electronic device 40, including but not limited to: microcode, device drivers, redundant processing units, external disk drive arrays, RAID systems, tape drives, and data backup storage systems, among others.
Through the above description of the embodiments, those skilled in the art will readily understand that the exemplary embodiments described herein may be implemented by software, or by software in combination with necessary hardware. Therefore, the technical solution according to the embodiments of the present disclosure may be embodied in the form of a software product, which may be stored in a non-volatile storage medium (which may be a CD-ROM, a usb disk, a removable hard disk, etc.) or on a network, and includes several instructions to enable a computing device (which may be a personal computer, a server, a terminal device, or a network device, etc.) to execute the method according to the embodiments of the present disclosure.
There is also provided, in accordance with an embodiment of the present disclosure, a computer-readable storage medium having stored thereon a program product capable of implementing the above-described method of the present specification. In some possible embodiments, aspects of the invention may also be implemented in the form of a program product comprising program code means for causing a terminal device to carry out the steps according to various exemplary embodiments of the invention described in the above section "exemplary methods" of the present description, when said program product is run on the terminal device.
Referring to fig. 4, a program product 50 for implementing the above method according to an embodiment of the present invention is described, which may employ a portable compact disc read only memory (CD-ROM) and include program code, and may be run on a terminal device, such as a personal computer. However, the program product of the present invention is not limited in this regard and, in the present document, a readable storage medium may be any tangible medium that can contain, or store a program for use by or in connection with an instruction execution system, apparatus, or device.
The program product may employ any combination of one or more readable media. The readable medium may be a readable signal medium or a readable storage medium. A readable storage medium may be, for example, but not limited to, an electronic, magnetic, optical, electromagnetic, infrared, or semiconductor system, apparatus, or device, or any combination of the foregoing. More specific examples (a non-exhaustive list) of the readable storage medium include: an electrical connection having one or more wires, a portable disk, a hard disk, a Random Access Memory (RAM), a read-only memory (ROM), an erasable programmable read-only memory (EPROM or flash memory), an optical fiber, a portable compact disc read-only memory (CD-ROM), an optical storage device, a magnetic storage device, or any suitable combination of the foregoing.
A computer readable signal medium may include a propagated data signal with readable program code embodied therein, for example, in baseband or as part of a carrier wave. Such a propagated data signal may take many forms, including, but not limited to, electro-magnetic, optical, or any suitable combination thereof. A readable signal medium may also be any readable medium that is not a readable storage medium and that can communicate, propagate, or transport a program for use by or in connection with an instruction execution system, apparatus, or device.
Program code embodied on a readable medium may be transmitted using any appropriate medium, including but not limited to wireless, wireline, optical fiber cable, RF, etc., or any suitable combination of the foregoing.
Program code for carrying out operations for aspects of the present invention may be written in any combination of one or more programming languages, including an object oriented programming language such as Java, C + + or the like and conventional procedural programming languages, such as the "C" programming language or similar programming languages. The program code may execute entirely on the user's computing device, partly on the user's device, as a stand-alone software package, partly on the user's computing device and partly on a remote computing device, or entirely on the remote computing device or server. In the case of a remote computing device, the remote computing device may be connected to the user computing device through any kind of network, including a Local Area Network (LAN) or a Wide Area Network (WAN), or may be connected to an external computing device (e.g., through the internet using an internet service provider).
Furthermore, the above-described figures are merely schematic illustrations of processes involved in methods according to exemplary embodiments of the invention, and are not intended to be limiting. It will be readily understood that the processes shown in the above figures are not intended to indicate or limit the chronological order of the processes. In addition, it is also readily understood that these processes may be performed synchronously or asynchronously, e.g., in multiple modules.
It will be understood that the invention is not limited to the precise arrangements described above and shown in the drawings and that various modifications and changes may be made without departing from the scope thereof. The scope of the invention is only limited by the appended claims.

Claims (9)

1. A control method of a high-altitude-based building dismantling machine is characterized by comprising the following steps:
acquiring the height position of a building dismantling machine, and adjusting the fixed state of the building dismantling machine based on the height position;
if the position of the building dismantling machine is a high altitude position, acquiring the airflow direction of the high altitude, and performing the operation of the building dismantling machine in the opposite direction;
traversing the wall tops of all layers, and determining the splitting lines of the wall tops;
determining the stress condition of each region along the split lines, and disassembling based on the stress condition;
and detecting the damage condition of the wall top, and adjusting the operation intensity of the building dismantling machine based on the damage condition of the wall top.
2. The control method of the high-altitude-based building dismantling machine according to claim 1, wherein the obtaining of the height position of the building dismantling machine and the adjusting of the fixing state of the building dismantling machine based on the height position comprises:
acquiring a position signal of the building dismantling machine, and estimating an estimated position of the building dismantling machine based on the signal intensity of the position signal;
responding to a detector of a corresponding floor based on the estimated position of the building dismantling machine, and acquiring a video of the floor;
if the floor dismantling machine cannot be traversed in the videos of the floors, traversing the videos of the floors of the surrounding floors based on the signal error of the position signal to determine the height position of the floor dismantling machine;
and adjusting the fixing state of the building dismantling machine based on the height position, wherein the supporting mode and the ground gripping force of the building dismantling machine are adjusted along with the reduction of the height position.
3. The control method of the high-altitude-based building dismantling machine according to claim 2, wherein if the building dismantling machine is located at a high altitude position, the method of obtaining the airflow direction of the high altitude and performing the operation of the building dismantling machine in the opposite direction comprises:
judging whether the building dismantling machine is in the high altitude or not based on the height position;
if the position of the building dismantling machine is a high altitude position, acquiring the airflow direction of the high altitude;
adjusting and controlling the shape of a side wing of the building dismantling machine based on the branch of the airflow, and ensuring that the angle between the side wing of the building dismantling machine and the branch of the airflow is 20-60 degrees;
the building dismantling machine adjusts the position of the building dismantling machine based on the flow direction of the high-altitude airflow and rotates in situ to determine the working direction of the building dismantling machine, wherein the operation of the building dismantling machine is carried out in the direction opposite to the flow direction of the high-altitude airflow.
4. The method as claimed in claim 1, wherein the traversing the wall tops of the layers and determining the splitting lines of the wall tops comprises:
traversing the wall tops of all layers based on upward detection of the building dismantling machine;
acquiring a plan view of the wall top, and highlighting lines of the wall top;
determining split lines of the wall top based on the extending direction and continuity of the lines;
acquiring a splitting gap of the splitting lines, and constructing a three-dimensional body corresponding to the splitting gap;
determining a fragile part of the split line based on the three-dimensional solid;
and regulating and controlling the working direction of the building dismantling machine according to the fragile part of the split line.
5. The control method of the high-altitude-based building dismantling machine according to claim 4, wherein the determining stress conditions of the regions along the splitting lines and dismantling based on the stress conditions includes:
gradually constructing an integral three-dimensional body along the splitting line, wherein the integral three-dimensional body comprises a three-dimensional body corresponding to the splitting gap and a splitting direction thereof;
evaluating the stress condition of each area of the wall top based on the integral three-dimensional stereo;
carrying out stress evaluation according to a plurality of adjacent associated parts, and selecting the associated part with the worst stress condition as a first position for disassembly;
determining other locations along a splitting direction based on the first location;
the building dismantling machine is dismantled based on the stress condition and gradually dismantled from the first position to other positions.
6. The control method of the high-altitude-based building dismantling machine according to claim 5, wherein the detecting of the damage of the wall top and the adjusting of the operation intensity of the building dismantling machine based on the damage of the wall top includes:
detecting the damage condition of the wall top and dividing the damaged area of the wall top;
defining an impact force range for the wall top based on the damaged area of the wall top;
adjusting the operation intensity of the building dismantling machine according to the impact force range of the wall top, wherein the operation intensity of the building dismantling machine can be increased progressively, decreased progressively or adjusted in clearance;
and at the boundary position of the wall top, the building dismantling machine impacts the boundary position of the wall top based on the operation intensity of gap adjustment and controls the impact interval of the building dismantling machine.
7. The utility model provides a control device based on high altitude tear building machine open which characterized in that includes:
the first acquisition module is used for acquiring the height position of the building dismantling machine and adjusting the fixed state of the building dismantling machine based on the height position;
the second acquisition module is used for acquiring the airflow direction of the high altitude and carrying out the operation of the building dismantling machine in the opposite direction if the position of the building dismantling machine is the high altitude position;
the traversing module is used for traversing the wall tops of all layers and determining the split lines of the wall tops;
the determining module is used for determining the stress condition of each region along the split lines and disassembling the split lines based on the stress condition;
and the detection module is used for detecting the damage condition of the wall top and adjusting the operation intensity of the building dismantling machine based on the damage condition of the wall top.
8. A computer-readable storage medium, characterized in that it stores computer program instructions which, when executed by a computer, cause the computer to perform the method according to any one of claims 1 to 6.
9. An electronic device, comprising:
a processor;
a memory having stored thereon computer readable instructions which, when executed by the processor, implement the method of any of claims 1 to 6.
CN202210030494.2A 2022-01-12 2022-01-12 Control method and control device of building dismantling machine based on high altitude Active CN114412229B (en)

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JP2017141573A (en) * 2016-02-09 2017-08-17 日本橋梁株式会社 Solid splitting dismantling method using expansion tube and dismantling removal method of reinforced concrete slab of bridge
CN207875971U (en) * 2018-02-14 2018-09-18 深圳市祥瑞东来智能科技有限公司 A kind of unmanned plane
KR101923179B1 (en) * 2018-07-12 2018-11-28 두제산업개발(주) Method to make reinforced concrete structuresl demolition
CN108979198A (en) * 2017-06-01 2018-12-11 李聪 A kind of skyscraper tears building machine open and its tears building method open
GB202011348D0 (en) * 2020-07-22 2020-09-02 Laing Orourke Plc Limiting visible damage in modular buildings
CA3063177A1 (en) * 2019-11-13 2021-05-13 Beijing Digital Union Web Science And Technology Company Limited A floor determination method for terminal devices
CN112793016A (en) * 2021-02-22 2021-05-14 西安建筑科技大学 Tunnel secondary lining crushing and dismantling equipment and method based on microwave technology

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013155544A (en) * 2012-01-31 2013-08-15 Shimizu Corp Structure demolition unit and demolition method of structure
JP2017141573A (en) * 2016-02-09 2017-08-17 日本橋梁株式会社 Solid splitting dismantling method using expansion tube and dismantling removal method of reinforced concrete slab of bridge
CN205857795U (en) * 2016-07-27 2017-01-04 辽宁海龙重工股份有限公司 One is torn building machine open and tears building extension arm open
CN108979198A (en) * 2017-06-01 2018-12-11 李聪 A kind of skyscraper tears building machine open and its tears building method open
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GB202011348D0 (en) * 2020-07-22 2020-09-02 Laing Orourke Plc Limiting visible damage in modular buildings
CN112793016A (en) * 2021-02-22 2021-05-14 西安建筑科技大学 Tunnel secondary lining crushing and dismantling equipment and method based on microwave technology

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