High-altitude construction device for bridge operation and control method thereof

Abstract

The invention relates to the technical field of buildings, and discloses a high-altitude construction device for bridge operation, which comprises a construction frame body, a construction platform, a guardrail plate body, an indication assembly and a controller assembly. The construction frame body is of a movable trapezoidal structure; the construction platform is arranged at the top of the construction frame body, and the construction platform is of a telescopic structure; the guardrail plate bodies are arranged in pairs, the paired guardrail plate bodies are arranged corresponding to the two opposite side walls of the construction platform respectively, and the guardrail plate bodies are rotationally connected with the construction platform; the indication assembly is movably arranged on the construction platform; the controller assembly is connected with the construction platform, the guardrail plate body and the indication assembly. According to the construction method, diversified construction requirements for the bottom of the bridge are met, the influence on road traffic in the construction process can be effectively reduced, and the construction efficiency and the safety of construction operation are improved. The invention further provides a control method of the high-altitude construction device for bridge operation.

Description

Technical Field

[0001] The invention relates to the technical field of construction, and in particular to a high-altitude construction device for bridge operation and a control method thereof. Background Art

[0002] The construction of bridges has brought convenience to transportation in cities along rivers and even along the coast, and bridges can strengthen the connection between various lands. With the maturity and development of technology, today's bridges are wider, longer and safer. When a bridge is completed or in the process of construction, maintenance scaffolding is required to facilitate workers to repair the bottom and sides of the bridge.

[0003] The existing maintenance frame is suspended under the bridge body by setting up a frame crane. However, the structure of the maintenance frame is relatively simple and the working space is relatively limited. The frame crane needs to be frequently moved to adjust the position of the maintenance frame, which leads to a large impact on road traffic during construction and cannot meet the diverse construction needs at the bottom of the bridge.

[0004] Therefore, how to reduce the impact on road traffic during the construction process, make the construction intelligent, improve the construction efficiency and meet the diverse construction needs at the bottom of the bridge has become a technical problem that needs to be urgently solved by technical personnel in this field. Summary of the invention

[0005] The disclosed embodiments provide a high-altitude construction device for bridge operations and a control method thereof, which can flexibly adjust the construction space of the construction platform, make the construction of the bottom of the bridge more intelligent, and can effectively carry out construction operations on the bottom of the bridge over a large range, meeting the diverse construction needs for the bottom of the bridge, and helping to complete the construction of the bottom of the bridge efficiently and quickly without the need to frequently change the position of the construction frame, which can effectively reduce the impact on road traffic during the construction process and improve construction efficiency and the safety of construction operations.

[0006] In some embodiments, a high-altitude construction device for bridge operations includes: a construction frame, a construction platform, a guardrail plate body, an indication component and a controller component. The construction frame is a movable trapezoidal structure, and the two opposite side walls of the construction frame are provided with steps; the construction platform is arranged on the top of the construction frame, and the construction platform is a retractable structure, and its two opposite side walls can be extended along the length direction of the construction platform to form an auxiliary construction platform; the guardrail plates are arranged in pairs, and the paired guardrail plates are respectively arranged corresponding to the two opposite side walls of the construction platform, and the guardrail plates are rotatably connected to the construction platform; the indication component is movably arranged on the construction platform, and is used to indicate the orientation information of the construction area; the controller component is connected to the construction platform, the guardrail plate body and the indication component, and is used to control the extension and retraction of the construction platform and the rotation of the guardrail plate body according to the orientation information indicating the construction area.

[0007] In some embodiments, a control method of a high-altitude construction device for bridge operations is used to control a high-altitude construction device for bridge operations as described above, including: obtaining position information of a construction area;

[0008] The extension and retraction of the construction platform and the rotation of the guardrail plate are controlled according to the orientation information indicating the construction area.

[0009] The high-altitude construction device for bridge operation and the control method thereof provided in the embodiments of the present disclosure can achieve the following technical effects:

[0010] When constructing the bottom of the bridge, the construction frame is moved to the position at the bottom of the bridge to be constructed, and the bottom of the bridge can be constructed by climbing onto the construction platform. During the construction process, the indication component can be used to indicate the orientation information of the construction area in real time. Then the controller component controls the extension and retraction of the construction platform and the rotation of the guardrail plate according to the orientation information of the indicated construction area, and flexibly adjusts the construction space of the construction platform, making the construction of the bottom of the bridge more intelligent, and can effectively carry out construction operations on the bottom of the bridge on a large scale to meet the diverse construction needs of the bottom of the bridge, which helps to complete the construction of the bottom of the bridge efficiently and quickly, and there is no need to frequently change the position of the construction frame, which can effectively reduce the impact on road traffic during construction and improve construction efficiency and the safety of construction operations.

[0011] The above general description and the following description are exemplary and explanatory only and are not intended to limit the present application. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] One or more embodiments are exemplarily described by corresponding drawings, which do not limit the embodiments. Elements with the same reference numerals in the drawings are shown as similar elements, and the drawings do not constitute a scale limitation, and wherein:

[0013] Figure 1 It is a structural schematic diagram of a high-altitude construction device for bridge operations provided by an embodiment of the present disclosure;

[0014] Figure 2 is a schematic diagram of an indication component provided by an embodiment of the present disclosure;

[0015] Figure 3 is a schematic structural diagram of a support rod provided by an embodiment of the present disclosure;

[0016] Figure 4 is a structural schematic diagram of a lifting frame structure provided by an embodiment of the present disclosure;

[0017] Figure 5 is a schematic diagram of a sensing component provided by an embodiment of the present disclosure;

[0018] Figure 6 is a schematic diagram of a weight detection assembly provided in an embodiment of the present disclosure;

[0019] Figure 7 is a schematic diagram of an image recognition component provided by an embodiment of the present disclosure;

[0020] Figure 8 is a schematic diagram of a control method of a high-altitude construction device for bridge operations provided by an embodiment of the present disclosure;

[0021] Fig. 9 is a schematic diagram of another control method of a high-altitude construction device for bridge operations provided by an embodiment of the present disclosure;

[0022] Fig.10 It is a schematic structural diagram of another high-altitude construction device for bridge operations provided by an embodiment of the present disclosure.

[0023] Figure numerals: 100, construction frame; 101, support rod; 102, support block; 103, lifting frame structure; 104, lifting column; 105, frame; 200, construction platform; 201, auxiliary construction platform; 202, guardrail plate; 300, indication component; 400, controller component; 500, sensing component; 600, warning component; 700, weight detection component; 800, image recognition component; 900, processor; 901, memory; 902, communication interface; 903, bus. DETAILED DESCRIPTION

[0024] In order to be able to understand the features and technical contents of the embodiments of the present disclosure in more detail, the implementation of the embodiments of the present disclosure is described in detail below in conjunction with the accompanying drawings. The attached drawings are for reference only and are not used to limit the embodiments of the present disclosure. In the following technical description, for the convenience of explanation, a full understanding of the disclosed embodiments is provided through multiple details. However, one or more embodiments can still be implemented without these details. In other cases, to simplify the drawings, well-known structures and devices can be simplified for display.

[0025] The terms "first", "second", etc. in the specification and claims of the embodiments of the present disclosure and the above-mentioned drawings are used to distinguish similar objects, and are not necessarily used to describe a specific order or sequence. It should be understood that the terms used in this way can be interchanged where appropriate, so that the embodiments of the embodiments of the present disclosure described herein. In addition, the terms "including" and "having" and any variations thereof are intended to cover non-exclusive inclusions.

[0026] In the embodiments of the present disclosure, the terms "upper", "lower", "inside", "middle", "outside", "front", "back" and the like indicate directions or positional relationships based on the directions or positional relationships shown in the accompanying drawings. These terms are mainly intended to better describe the embodiments of the present disclosure and their embodiments, and are not intended to limit the indicated devices, elements or components to have a specific direction, or to be constructed and operated in a specific direction. Moreover, in addition to being used to indicate directions or positional relationships, some of the above terms may also be used to indicate other meanings. For example, the term "upper" may also be used to indicate a certain dependency or connection relationship in certain circumstances. For those of ordinary skill in the art, the specific meanings of these terms in the embodiments of the present disclosure can be understood according to specific circumstances.

[0027] In addition, the terms "disposed", "connected", and "fixed" should be understood in a broad sense. For example, "connected" can be a fixed connection, a detachable connection, or an integral structure; it can be a mechanical connection, or an electrical connection; it can be a direct connection, or an indirect connection through an intermediate medium, or it can be an internal connection between two devices, elements, or components. For those of ordinary skill in the art, the specific meanings of the above terms in the embodiments of the present disclosure can be understood according to specific circumstances.

[0028] Unless otherwise stated, the term "plurality" means two or more.

[0029] In the embodiment of the present disclosure, the character " / " indicates that the preceding and following objects are in an "or" relationship. For example, A / B indicates: A or B.

[0030] The term "and / or" is a description of the association relationship between objects, indicating that three relationships can exist. For example, A and / or B means: A or B, or, A and B.

[0031] It should be noted that, in the absence of conflict, the embodiments and features in the embodiments of the present disclosure may be combined with each other.

[0032] Combination Figure 1-2As shown, an embodiment of the present disclosure provides a high-altitude construction device for bridge operations, including: a construction frame 100, a construction platform 200, a guardrail plate body 202, an indication component 300 and a controller component 400. The construction frame 100 is a movable trapezoidal structure, and the two opposite side walls of the construction frame 100 are provided with steps; the construction platform 200 is arranged on the top of the construction frame 100, and the construction platform 200 is a retractable structure, and its two opposite side walls can be extended along the length direction of the construction platform 200 to form an auxiliary construction platform 201; the guardrail panels 202 are arranged in pairs, and the paired guardrail panels 202 are respectively arranged corresponding to the two opposite side walls of the construction platform 200, and the guardrail panels 202 are rotatably connected to the construction platform 200; the indication component 300 is movably arranged on the construction platform 200, and is used to indicate the orientation information of the construction area; the controller component 400 is connected to the construction platform 200, the guardrail panel 202 and the indication component 300, and is used to control the extension and retraction of the construction platform 200 and the rotation of the guardrail panel 202 according to the orientation information indicating the construction area.

[0033] By using the high-altitude construction device for bridge operations provided by the embodiment of the present disclosure, when constructing the bottom of the bridge, the construction frame 100 is moved to the position at the bottom of the bridge to be constructed, and the bottom of the bridge can be constructed by climbing onto the construction platform 200. During the construction process, the indication component 300 can be used to indicate the orientation information of the construction area in real time, and then the controller component 400 controls the extension and retraction of the construction platform 200 and the rotation of the guardrail plate 202 according to the orientation information of the indicated construction area, and flexibly adjusts the construction space of the construction platform 200, so that the construction of the bottom of the bridge is more intelligent, and effective construction operations can be carried out on the bottom of the bridge on a large scale to meet the diverse construction needs of the bottom of the bridge, which helps to complete the construction of the bottom of the bridge efficiently and quickly, and there is no need to frequently change the position of the construction frame 100, which can effectively reduce the impact on road traffic during the construction process, improve construction efficiency and the safety of construction operations.

[0034] Optionally, the maximum extension length of the construction platform 200 is greater than or equal to the maximum length of the construction frame 100, and less than or equal to twice the maximum length of the construction frame 100. In this way, the maximum extension length of the construction platform 200 is within a reasonable range, which not only ensures that the construction space of the construction platform 200 can be expanded according to construction requirements, but also ensures the safety of construction.

[0035] Optionally, the construction frame 100 is an isosceles trapezoidal structure, and the inclination angle of the side wall of the construction frame 100 is greater than or equal to 40 degrees and less than or equal to 50 degrees. In this way, the structure of the construction frame 100 is more symmetrical and neat, the stability of the overall structure is ensured, and the inclination angle of the side wall of the construction frame 100 is within a reasonable range, which makes it easier for users to climb the steps and board the construction platform 200.

[0036] It can be understood that the indicator component 300 is a spotlight whose illumination area can be controlled and adjusted. The spotlight is a prior art and its specific structure will not be described in detail here.

[0037] like Figure 3 As shown, optionally, a retractable support rod 101 is provided at a position on the step corresponding to the auxiliary construction platform 201. When the construction platform 200 is unfolded on two opposite sides thereof to form the auxiliary construction platform 201, the support rod 101 extends from the step to support the bottom of the auxiliary construction platform 201. In this way, the bottom of the auxiliary construction platform 201 is supported by the support rod 101, which can enhance the stability of the auxiliary construction platform 201. When construction workers enter the auxiliary construction platform 201 to perform construction on the bottom of the bridge, the risk of the auxiliary construction platform 201 breaking due to the weight can be avoided, thereby ensuring the safety of the construction.

[0038] Optionally, the support rods 101 are arranged in pairs, and there are one or more pairs, and each pair of support rods 101 is arranged correspondingly at one end of the upper side of the step. In this way, the support rods 101 in pairs are used to support the two sides of the bottom of the auxiliary construction platform 201, respectively, so as to enhance the stability and balance of the construction platform 200, so that the auxiliary construction platform 201 can bear a larger weight, and further ensure the safety of the construction process.

[0039] It can be understood that the support rod 101 is an electric telescopic rod, which is a prior art and its specific structure will not be described in detail here.

[0040] Optionally, when the support rod 101 is in the state of the minimum extension amount, the support rod 101 protrudes from the upper side of the step. In this way, when the support rod 101 is not needed to support the auxiliary construction platform 201, the support rod 101 on the step can be used as a guardrail or handrail for construction workers to climb the step, allowing the construction workers to quickly and safely climb to the construction platform 200.

[0041] Optionally, the guardrail plate body 202 is rotatably connected to the construction platform 200 through a damping shaft, and when the guardrail plate body 202 is rotated to the first position, the guardrail plate body 202 is perpendicular to the construction platform 200, and when the guardrail plate body 202 is rotated to the second position, the guardrail plate body 202 is parallel to the construction platform 200. In this way, when the guardrail plate body 202 is rotated to the first position, the guardrail plate body 202 can be used as a fence for the construction platform 200, which can effectively prevent construction workers from falling and ensure the construction safety of construction workers, and when the guardrail plate body 202 is rotated to the second position, the guardrail plate body 202 is used as an auxiliary construction platform 201 to expand the construction space of the construction platform 200, so that construction workers can better carry out large-scale construction on the bottom of the bridge.

[0042] like Figure 1As shown, optionally, support blocks 102 are provided at the positions corresponding to the guardrail plate body 202 on both sides of the top of the construction frame 100, and when the guardrail plate body 202 rotates to the second position, the support blocks 102 are supported on the bottom of the guardrail plate body 202. In this way, by using the support blocks 102 to support the bottom of the guardrail plate body 202, the state of the guardrail plate body 202 rotating to the second position can be made more stable, avoiding the guardrail plate body 202 from tilting or breaking, and effectively ensuring the safety of the construction operation.

[0043] Optionally, the guardrail plate body 202 is also a retractable structure, and when it is rotated to the second position, the two opposite side walls of the guardrail plate body 202 can be extended along its length direction. In this way, when the construction platform 200 is retracted to form the auxiliary construction platform 201, the guardrail plate body 202 can also form the auxiliary construction platform 201 after rotating to the second position, so that the shape and size of the guardrail plate body 202 are the same as those of the construction platform 200, and then a relatively regular-shaped auxiliary construction platform 201 can be formed, which not only ensures that the construction area has a larger construction area, but also ensures the safety of construction.

[0044] like Figure 4 As shown, optionally, an assembly space is formed between the steps of the two opposite side walls of the construction frame 100, and a lifting frame structure 103 is arranged in the assembly space, wherein a through hole is opened at the position of the construction platform 200 corresponding to the lifting frame. In this way, the overall weight of the construction frame 100 can be reduced and it is easy to move. At the same time, due to the telescopic construction platform 200, the auxiliary construction platform 201 formed will hinder the construction workers from climbing the steps. Therefore, the lifting frame structure 103 is installed in the assembly space. The lifting frame structure 103 can not only transport construction workers to the construction platform 200, but also transport construction tools to meet the diverse construction needs. At the same time, when the construction height of the construction platform 200 is insufficient, the lifting frame structure 103 can also carry the construction workers to a higher position to construct the bottom of the bridge, which is more convenient for the construction workers to carry out construction work.

[0045] Optionally, the lifting frame structure 103 includes a lifting column 104 and a frame 105, wherein the lifting column 104 is arranged at the bottom of the assembly space, and the frame 105 is arranged at the top of the lifting column 104, wherein the lifting column 104 is used to drive the frame 105 to move longitudinally. In this way, by using the lifting column 104 to drive the frame 105 to move longitudinally, construction personnel or construction tools can be efficiently and quickly transported to the construction platform 200, and the structure is simple and easy to operate.

[0046] It can be understood that the lifting column 104 is an electric telescopic rod, which is a prior art and its specific structure will not be described in detail here.

[0047] like Figure 5-7As shown, optionally, the high-altitude construction device for bridge operations also includes: a sensing component 500 and a warning component 600. The sensing component 500 is arranged on the side of the auxiliary construction platform 201 and the upper side of the guardrail body 202, and is used to detect the location information of the construction personnel; the warning component 600 is connected to the sensing component 500, and is used to send out a warning signal based on the location information of the construction personnel and when the construction personnel are in the set area of ​​the sensing component 500. In this way, the sensing component 500 is used to detect the location information of the construction personnel, and when the construction personnel are in the set area of ​​the sensing component 500, a warning signal is sent, which can avoid the risk of the construction personnel falling due to excessive proximity to the edge of the auxiliary construction platform 201, thereby ensuring the safety of construction.

[0048] Optionally, the set area is an area range of 20-40 cm extending inward from the edge of the auxiliary construction platform 201 and the edge of the guardrail plate body 202. In this way, the set area is within a reasonable range, which not only ensures the effective construction space size, but also ensures construction safety.

[0049] Optionally, the high-altitude construction device for bridge operation further includes: a weight detection component 700. The weight detection component 700 is arranged on the construction platform 200, the auxiliary construction platform 201 and the guardrail plate body 202, and is used to detect the weight borne by the construction platform 200, the auxiliary construction platform 201 and the guardrail plate body 202. The weight detection component 700 is connected to the warning component 600, and a warning message is generated when the weight exceeds the set weight. In this way, the overweight situation can be effectively avoided and the safety of the construction operation can be ensured.

[0050] Optionally, the high-altitude construction device for bridge operation further includes: an image recognition component 800. The image recognition component 800 can be movably arranged on the construction platform 200, and is used to obtain the working status of the construction personnel and the quality information of the completed construction. In this way, by using the image recognition component 800 to obtain the working status of the construction personnel and the quality information of the completed construction, it is convenient for the construction party to timely grasp the working status of the construction personnel and the construction quality, so as to better supervise the construction personnel to perform the construction work in a standardized manner, which can not only ensure the construction progress, reduce the construction cost, but also ensure the construction quality.

[0051] Optionally, the image recognition component 800 is connected to the warning component 600, and a warning message is generated when the construction personnel perform irregular operations and the construction quality does not meet the standards. In this way, the construction personnel can be effectively urged to perform the construction work in a standardized manner, which can not only carry out the construction work quickly and efficiently, but also ensure the construction progress and the construction quality.

[0052] It can be understood that the sensing component 500 is an infrared sensor, the warning component 600 is a warning light or a buzzer alarm, the weight detection component 700 is a weight sensor, and the image recognition component 800 is an image recognition camera. The infrared sensor, warning light, buzzer alarm, weight sensor and image recognition camera are all existing technologies, and the specific structure will not be repeated here.

[0053] Combination Figure 8-9 As shown, the embodiment of the present disclosure provides a control method for a high-altitude construction device for bridge operation, which is used to control any of the above-mentioned high-altitude construction devices for bridge operation, including:

[0054] S01, obtaining the location information of the construction area;

[0055] S02, controlling the extension and retraction of the construction platform and the rotation of the guardrail plate body according to the orientation information indicating the construction area.

[0056] By adopting the control method of the high-altitude construction device for bridge operation provided by the embodiment of the present disclosure, the indication component can be used to indicate the orientation information of the construction area in real time during the construction process, and then the controller component controls the extension and retraction of the construction platform and the rotation of the guardrail plate according to the orientation information of the indicated construction area, and flexibly adjusts the construction space of the construction platform, so that the construction of the bottom of the bridge is more intelligent, and effective construction operations can be carried out on the bottom of the bridge on a large scale to meet the diversified construction needs of the bottom of the bridge, which is conducive to completing the construction of the bottom of the bridge efficiently and quickly, and there is no need to frequently change the position of the construction frame, which can effectively reduce the impact on road traffic during the construction process and improve construction efficiency and the safety of construction operations.

[0057] Optionally, the orientation information of the construction area includes: obtaining the location information of the main construction area and the location information of the construction sub-area; determining the relative position between the main construction area and the construction sub-area according to the location information of the main construction area and the location information of the construction sub-area. In this way, the specific location of the area to be constructed around the main construction area can be quickly and accurately determined, so that the construction work space can be adjusted according to the location of the construction sub-area, so that the bridge can be continuously constructed without moving the construction frame.

[0058] Optionally, there are one or more construction sub-areas. In the case of multiple construction sub-areas, the relative position information between each construction sub-area and the main construction area is determined. In this way, the accurate position of each construction sub-area can be quickly determined, so as to subsequently control the extension and retraction of the construction platform and the rotation of the guardrail plate body to perform construction work on each construction sub-area.

[0059] Optionally, the extension and retraction of the construction platform and the rotation of the guardrail plate are controlled according to the orientation information indicating the construction area, including: the relative position between the main construction area and the construction sub-area, the extension and retraction of the construction platform and the rotation of the guardrail plate. In this way, according to the relative position between the main construction area and the construction sub-area, the extension and retraction of the construction platform and the rotation of the guardrail plate are accurately controlled, making the construction operation more intelligent and facilitating efficient and quick construction operations.

[0060] Optionally, the relative position between the main construction area and the construction sub-area, and the control of the extension and retraction of the construction platform and the rotation of the guardrail body include: when the construction sub-area is located in the east direction of the main construction area, the construction platform and the side wall corresponding to the east direction are controlled to be extended and retracted to form an auxiliary platform; when the construction sub-area is located in the west direction of the main construction area, the construction platform and the side wall corresponding to the west direction are controlled to be extended and retracted to form an auxiliary platform; when the construction sub-area is located in the south direction of the main construction area, the guardrail body corresponding to the south direction is controlled to rotate to the second position; when the construction sub-area is located in the north direction of the main construction area, the guardrail body corresponding to the north direction is controlled to rotate to the second position. In this way, the control method is intelligent, which helps to efficiently and quickly carry out construction work on the bottom of the bridge.

[0061] Optionally, after controlling the extension and retraction of the construction platform and the rotation of the guardrail plate according to the orientation information indicating the construction area, the following steps are included: S03, obtaining construction demand information; S04, controlling the lifting of the lifting frame according to the construction demand information. In this way, the lifting frame structure can not only transport construction personnel to the construction platform, but also transport construction tools to meet diverse construction needs. At the same time, when the construction height of the construction platform is insufficient, the lifting frame structure can also carry the construction personnel to a higher position to construct the bottom of the bridge, making it more convenient for the construction personnel to perform construction work.

[0062] In some specific embodiments, when construction tools are needed, the construction tools can be placed in the frame and sent to the construction platform using lifting columns. When there are insufficient construction workers, the workers can also enter the frame and use the frame to send the workers to the construction platform. When the construction height of the construction platform is insufficient, the lifting frame structure can also lift the construction workers to a higher position to carry out construction on the bottom of the bridge, making it more convenient for the construction workers to carry out construction work.

[0063] Optionally, after controlling the extension and retraction of the construction platform and the rotation of the guardrail plate according to the orientation information indicating the construction area, the method further includes: obtaining the location information of the construction personnel; and sending a warning signal when the construction personnel are in the set area of ​​the sensing component. In this way, the construction personnel can be prevented from getting too close to the edge of the auxiliary construction platform and the risk of falling, thereby ensuring the safety of construction.

[0064] Optionally, after controlling the extension and retraction of the construction platform and the rotation of the guardrail body according to the orientation information indicating the construction area, the method further includes: obtaining the weight bearing information of the construction platform and the guardrail body; and generating a warning message when the weight exceeds the set weight. In this way, overweight can be effectively avoided and the safety of construction operations can be ensured.

[0065] Optionally, after controlling the extension and retraction of the construction platform and the rotation of the guardrail plate according to the orientation information indicating the construction area, it also includes: obtaining the working status of the construction personnel and the construction completion quality information, and generating a warning message when the construction personnel's work is not standardized and the construction quality does not meet the standards. In this way, the construction personnel can be effectively urged to perform the construction work in a standardized manner, which can not only carry out the construction work quickly and efficiently, but also ensure the construction progress and the construction quality.

[0066] Combination Fig.10 As shown, an embodiment of the present disclosure provides a processing device for implementing the control method of the high-altitude construction device for bridge operation of the above-mentioned embodiment, including a processor (processor) 900 and a memory (memory) 901.

[0067] Optionally, the device may further include a communication interface 902 and a bus 903. The processor 900, the communication interface 902, and the memory 901 may communicate with each other through the bus 903. The communication interface 902 may be used for information transmission. The processor 900 may call the logic instructions in the memory 901 to execute the control method of the high-altitude construction device for bridge operation of the above-mentioned embodiment.

[0068] In addition, the logic instructions in the memory 901 described above may be implemented in the form of software functional units and when sold or used as independent products, may be stored in a computer-readable storage medium.

[0069] The memory 901 is a computer-readable storage medium that can be used to store software programs and computer executable programs, such as program instructions / modules corresponding to the method in the embodiment of the present disclosure. The processor 900 executes the function application and data processing by running the program instructions / modules stored in the memory 901, that is, the control method of the high-altitude construction device for bridge operation in the above-mentioned embodiment is realized.

[0070] The memory 901 may include a program storage area and a data storage area, wherein the program storage area may store an operating system and an application required for at least one function; the data storage area may store data created according to the use of the terminal device, etc. In addition, the memory 901 may include a high-speed random access memory and may also include a non-volatile memory.

[0071] An embodiment of the present disclosure provides a computer-readable storage medium storing computer-executable instructions, wherein the computer-executable instructions are configured to execute the control method of the high-altitude construction device for bridge operations.

[0072] An embodiment of the present disclosure provides a computer program product, which includes a computer program stored on a computer-readable storage medium, and the computer program includes program instructions. When the program instructions are executed by a computer, the computer executes the control method of the high-altitude construction device for bridge operations.

[0073] The computer-readable storage medium mentioned above may be a transient computer-readable storage medium or a non-transitory computer-readable storage medium.

[0074] The technical solution of the embodiment of the present disclosure can be embodied in the form of a software product, which is stored in a storage medium and includes one or more instructions for enabling a computer device (which may be a personal computer, a server, or a network device, etc.) to perform all or part of the steps of the method described in the embodiment of the present disclosure. The aforementioned storage medium may be a non-transient storage medium, including: a USB flash drive, a mobile hard disk, a read-only memory (ROM), a random access memory (RAM), a magnetic disk or an optical disk, and other media that can store program codes, or a transient storage medium.

[0075] The above description and the accompanying drawings fully illustrate the embodiments of the present disclosure so that those skilled in the art can practice them. Other embodiments may include structural, logical, electrical, process and other changes. The embodiments represent only possible changes. Unless explicitly required, separate components and functions are optional, and the order of operation may vary. The parts and features of some embodiments may be included in or replace the parts and features of other embodiments. Moreover, the words used in this application are only used to describe the embodiments and are not used to limit the claims. As used in the description of the embodiments and the claims, unless the context clearly indicates, the singular forms of "a", "an" and "the" are intended to include plural forms as well. Similarly, the term "and / or" as used in this application refers to any and all possible combinations of listings containing one or more associated ones. In addition, when used in the present application, the term "comprise" and its variants "comprises" and / or comprising refer to the presence of stated features, wholes, steps, operations, elements, and / or components, but do not exclude the presence or addition of one or more other features, wholes, steps, operations, elements, components and / or groups thereof. In the absence of further restrictions, the elements defined by the sentence "comprising a ..." do not exclude the presence of other identical elements in the process, method or device comprising the elements. In this article, each embodiment may focus on the differences from other embodiments, and the same and similar parts between the various embodiments may refer to each other. For the methods, products, etc. disclosed in the embodiments, if they correspond to the method part disclosed in the embodiments, then the relevant parts can refer to the description of the method part.

[0076] Those skilled in the art will appreciate that the units and algorithm steps of each example described in conjunction with the embodiments disclosed herein can be implemented in electronic hardware, or a combination of computer software and electronic hardware. Whether these functions are performed in hardware or software may depend on the specific application and design constraints of the technical solution. The technicians may use different methods for each specific application to implement the described functions, but such implementations should not be considered to exceed the scope of the embodiments of the present disclosure. The technicians may clearly understand that, for the convenience and simplicity of description, the specific working processes of the systems, devices and units described above may refer to the corresponding processes in the aforementioned method embodiments, and will not be repeated here.

[0077] In the embodiments disclosed herein, the disclosed methods and products (including but not limited to devices, equipment, etc.) can be implemented in other ways. For example, the device embodiments described above are only schematic. For example, the division of the units can be only a logical function division. There may be other division methods in actual implementation, such as multiple units or components can be combined or integrated into another system, or some features can be ignored or not executed. In addition, the coupling or direct coupling or communication connection between each other shown or discussed can be through some interfaces, indirect coupling or communication connection of devices or units, which can be electrical, mechanical or other forms. The units described as separate components may or may not be physically separated, and the components displayed as units may or may not be physical units, that is, they may be located in one place, or they may be distributed on multiple network units. Some or all of the units may be selected according to actual needs to implement this embodiment. In addition, each functional unit in the embodiment of the present disclosure may be integrated in a processing unit, or each unit may exist physically alone, or two or more units may be integrated in one unit.

[0078] The flowchart and block diagram in the accompanying drawings show the possible architecture, function and operation of the system, method and computer program product according to the embodiment of the present disclosure. In this regard, each box in the flowchart or block diagram can represent a module, a program segment or a part of the code, and the module, the program segment or a part of the code contains one or more executable instructions for realizing the specified logical function. In some alternative implementations, the functions marked in the box can also occur in a different order from the order marked in the accompanying drawings. For example, two consecutive boxes can actually be executed substantially in parallel, and they can sometimes be executed in the opposite order, which can depend on the functions involved. In the description corresponding to the flowchart and the block diagram in the accompanying drawings, the operations or steps corresponding to different boxes can also occur in a different order from the order disclosed in the description, and sometimes there is no specific order between different operations or steps. For example, two consecutive operations or steps can actually be executed substantially in parallel, and they can sometimes be executed in the opposite order, which can depend on the functions involved. Each block in the block diagrams and / or flowcharts, and combinations of blocks in the block diagrams and / or flowcharts, may be implemented by a dedicated hardware-based system that performs the specified functions or actions, or may be implemented by a combination of dedicated hardware and computer instructions.

Claims

1. A high-altitude construction device for bridge operations, characterized in that: include: The construction frame (100) is a movable trapezoidal structure, and steps are arranged on two opposite side walls of the construction frame (100); A construction platform (200) is arranged on the top of the construction frame (100), and the construction platform (200) is a retractable structure, and its two opposite side walls can be extended along the length direction of the construction platform (200) to form an auxiliary construction platform (201); The guardrail panels (202) are arranged in pairs, and the paired guardrail panels (202) are arranged corresponding to the two opposite side walls of the construction platform (200), and the guardrail panels (202) are rotatably connected to the construction platform (200); An indication component (300) is movably arranged on the construction platform (200) and is used to indicate the location information of the construction area; The controller component (400) is connected to the construction platform (200), the guardrail body (202) and the indication component (300), and is used to control the extension and retraction of the construction platform (200) and the rotation of the guardrail body (202) according to the orientation information indicating the construction area.

2. A high-altitude construction device for bridge operations according to claim 1, characterized in that: A retractable support rod (101) is provided on the step at a position corresponding to the auxiliary construction platform (201); when the construction platform (200) is unfolded to form the auxiliary construction platform (201) on two opposite sides thereof, the support rod (101) extends out to be supported on the bottom of the auxiliary construction platform (201).

3. A high-altitude construction device for bridge operations according to claim 2, characterized in that: The support rods (101) are arranged in pairs, and there are one or more pairs, and each pair of the support rods (101) is correspondingly arranged at one end of the upper side surface of the step.

4. The high-altitude construction device for bridge operation according to claim 1, characterized in that: The guardrail panel body (202) is connected to the construction platform (200) via a damping shaft, and when the guardrail panel body (202) is rotated to a first position, the guardrail panel body (202) is perpendicular to the construction platform (200), and when the guardrail panel body (202) is rotated to a second position, the guardrail panel body (202) is parallel to the construction platform (200).

5. The high-altitude construction device for bridge operation according to claim 4, characterized in that: Support blocks (102) are provided on both sides of the top of the construction frame (100) at positions corresponding to the guardrail board body (202). When the guardrail board body (202) is rotated to the second position, the support blocks (102) are supported on the bottom of the guardrail board body (202).

6. A high-altitude construction device for bridge operations according to any one of claims 1 to 5, characterized in that: An assembly space is formed between the steps of the two opposite side walls of the construction frame (100), and a lifting frame structure (103) is arranged in the assembly space, wherein a through hole is opened at the position of the construction platform (200) corresponding to the lifting frame.

7. A high-altitude construction device for bridge operations according to any one of claims 1 to 5, characterized in that: Also includes: A sensing component (500) is arranged on the side of the auxiliary construction platform (201) and the upper side of the guardrail plate body (202) and is used to detect the location information of the construction personnel; The warning component (600) is connected to the sensing component (500) and is used to send out a warning signal based on the location information of the construction personnel and when the construction personnel are within the area set by the sensing component (500).

8. A control method for a high-altitude construction device for bridge operations, used to control the high-altitude construction device for bridge operations according to any one of claims 1 to 7, characterized in that: include: Obtain location information of the construction area; The extension and retraction of the construction platform and the rotation of the guardrail plate are controlled according to the orientation information indicating the construction area.

9. The control method of a high-altitude construction device for bridge operation according to claim 8, characterized in that: After controlling the extension and retraction of the construction platform and the rotation of the guardrail plate body according to the orientation information indicating the construction area, the construction demand information is obtained; and the lifting and lowering of the lifting frame is controlled according to the construction demand information.

10. A processing device for high-altitude construction of bridge operations, used to implement the method of any one of claims 8 or 9, characterized in that: It comprises a processor (900) and a memory (901) storing program instructions, wherein the processor (900) is configured to execute the control method of the high-altitude construction device for bridge operation as claimed in any one of claims 8 to 9 when running the program instructions.

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