Auxiliary supporting device for foundation pit supporting and control method thereof

Abstract

The invention relates to the technical field of buildings, and discloses an auxiliary supporting device for foundation pit supporting, which comprises a stand column, a supporting structure, an indication assembly, a detection assembly and a warning assembly. The stand column is sleeved with an assembling base in a sliding mode. The supporting structure comprises a telescopic adjusting rod and a positioning plate body; the indication assembly is arranged at the top of the positioning plate body; the multiple detection assemblies are uniformly arranged on the side face, facing the inner side wall of the foundation pit, of the positioning plate body, and the detection assemblies are used for detecting deformation of the foundation pit in real time; and the warning assembly is connected with the indicating assembly and the detecting assembly, warning information is sent out under the condition that the steel sheet pile deviates from the assembly route, and warning information is sent out under the condition that the foundation pit deforms. According to the foundation pit supporting construction method and device, the efficiency of foundation pit supporting construction is improved, diversified construction requirements are met, and the stability and safety of foundation pit supporting are guaranteed. The invention further discloses a control method of the auxiliary supporting device for foundation pit supporting.

Description

Technical Field

[0001] The present application relates to the field of construction technology, and for example, to an auxiliary support device for foundation pit support and a control method thereof. Background Art

[0002] During the construction process, it is necessary to carry out foundation engineering operations in the foundation pit. Due to reasons such as rainwater infiltration and excessive edge loading, accidents such as foundation pit collapse are prone to occur during the construction process, affecting the progress of construction and even the life safety of workers. In order to prevent the collapse of the foundation pit, it is necessary to support the foundation pit. Steel sheet pile cofferdam is the most commonly used sheet pile cofferdam and is widely used.

[0003] At present, when assembling steel sheet piles, a crane is usually used to lift the steel sheet piles, and the locking mouth of the steel sheet pile being installed is aligned with the installed steel sheet pile below it. The crane controls the steel sheet pile to move downward to complete the splicing of the steel sheet piles. In order to ensure the stability and safety of the steel sheet pile support, after the steel sheet pile construction is completed, it is necessary to install support columns and manually use foundation pit deformation monitoring instruments to detect the deformation of the foundation pit, which makes the construction process more cumbersome, reduces construction efficiency, and cannot meet diverse construction needs.

[0004] Therefore, how to improve the efficiency of foundation pit support construction, meet diverse construction needs, and ensure the stability and safety of foundation pit support has become a technical problem that needs to be urgently solved by technical personnel in this field.

[0005] It should be noted that the information disclosed in the above background technology section is only used to enhance the understanding of the background of the present application, and therefore may include information that does not constitute the prior art known to ordinary technicians in the field. Summary of the invention

[0006] In order to provide a basic understanding of some aspects of the disclosed embodiments, a brief summary is given below. The summary is not an extensive review, nor is it intended to identify key / critical components or delineate the scope of protection of these embodiments, but rather serves as a prelude to the detailed description that follows.

[0007] The disclosed embodiments provide an auxiliary support device for foundation pit support and a control method thereof, which improve the efficiency of foundation pit support construction, meet diverse construction requirements, and ensure the stability and safety of foundation pit support.

[0008] In some embodiments, an auxiliary support device for foundation pit support includes: a column, a support structure, an indication component, a detection component and a warning component. The column is slidably sleeved with an assembly seat; the support structure includes a telescopic adjustment rod and a positioning plate body, one end of the telescopic adjustment rod is connected to a side wall of the assembly seat, the positioning plate body is a long strip structure, and the center of the positioning plate body is connected to the other end of the telescopic adjustment rod, wherein the positioning plate body has the same length as the inner side wall of the foundation pit corresponding to it, and there is a set spacing between the positioning plate body and the inner side wall of the foundation pit; the indication component is arranged on the top of the positioning plate body, and has multiple, multiple indication components are evenly arranged along the length direction of the positioning plate body, and the indication part is used to indicate the assembly route of the steel sheet pile; the detection component has multiple, multiple detection components are evenly arranged on one side of the positioning plate body facing the inner side wall of the foundation pit, and the detection component is used to detect the deformation of the foundation pit in real time; the warning component is connected to the indication component and the detection component, and a warning message is issued when the steel sheet pile deviates from the assembly route, and a warning message is issued when the foundation pit is deformed.

[0009] In some embodiments, a control method for an auxiliary support device for foundation pit support, used to control the auxiliary support device for foundation pit support as described in any one of the above, comprises:

[0010] Obtain the structural dimension information of the steel sheet piles and the structural dimension information of the foundation pit;

[0011] According to the structural dimension information of the steel sheet piles and the structural dimension information of the foundation pit, the splicing positions of two adjacent steel sheet piles along the side walls in the foundation pit are determined;

[0012] According to the joint positions of two adjacent steel sheet piles along the side walls in the foundation pit, the indicating component is turned on to indicate the assembly route of the steel sheet piles, and the steel sheet piles are hoisted. In the case where the steel sheet piles deviate from the assembly route, a warning message is issued;

[0013] Obtaining deformation data information of foundation pit;

[0014] When the deformation data information of the foundation pit is in an abnormal state, a warning message is issued.

[0015] The auxiliary support device for foundation pit support and the control method thereof provided in the embodiments of the present disclosure can achieve the following technical effects:

[0016] When supporting the foundation pit, the indicating part indicates the assembly route of the steel sheet piles, and issues a warning message when the assembly route of the steel sheet piles deviates, which can remind the user of the hoisting status of the steel sheet piles in real time, thereby helping to quickly and accurately hoist the steel sheet piles between the positioning plate and the side wall of the foundation pit, without the need for manual visual observation and repeated adjustments, thereby improving the efficiency of foundation pit support construction and ensuring the quality of support. At the same time, after the foundation pit support is completed, the detection component is used to perform real-time detection of the foundation pit deformation, and issues a warning message when the foundation pit is deformed. This not only makes the auxiliary support device diversified and meets diverse construction needs, but also can quickly determine the deformed position of the foundation pit when the foundation pit is deformed, so as to promptly and effectively repair the deformed position, thereby ensuring the stability and safety of the foundation pit support.

[0017] 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

[0018] 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:

[0019] Figure 1 It is a structural schematic diagram of an auxiliary support device for foundation pit support provided by an embodiment of the present disclosure;

[0020] Figure 2 is a structural schematic diagram of another auxiliary support device for foundation pit support provided by an embodiment of the present disclosure;

[0021] Figure 3 It is an auxiliary fixed telescopic rod provided by the embodiment of the present disclosure;

[0022] Figure 4 yes Figure 3 A magnified view of part A in FIG.

[0023] Figure 5 yes Figure 3 A magnified view of part B in FIG.

[0024] Figure 6 is a schematic diagram of another auxiliary fixed telescopic rod structure provided by an embodiment of the present disclosure;

[0025] Figure 7 is a schematic diagram of the structure of a monitoring component provided by an embodiment of the present disclosure;

[0026] Figure 8 is a schematic diagram of the structure of another monitoring component provided by an embodiment of the present disclosure;

[0027] Fig. 9is a schematic diagram of a control method of an auxiliary support device for foundation pit support provided by an embodiment of the present disclosure;

[0028] Fig.10 It is a schematic structural diagram of another auxiliary support device for foundation pit support provided by an embodiment of the present disclosure.

[0029] Reference numerals:

[0030] 100, column; 101, assembly seat; 102, scale mark; 103, fixed base; 104, level; 105, lifting structure; 200, supporting structure; 201, telescopic adjustment rod; 202, positioning plate; 203, slide; 300, indication component; 400, detection component; 500, warning component; 600, auxiliary fixed telescopic rod; 601, detector; 700, monitoring component; 800, processor; 801, memory; 802, communication interface; 803, bus. DETAILED DESCRIPTION

[0031] 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.

[0032] 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.

[0033] 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.

[0034] 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.

[0035] Unless otherwise stated, the term "plurality" means two or more.

[0036] 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.

[0037] 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.

[0038] 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.

[0039] Combination Figure 1-2 As shown, the embodiment of the present disclosure provides an auxiliary support device for foundation pit support, including: a column 100, a support structure 200, an indication component 300, a detection component 400 and a warning component 500. The column 100 is slidably provided with an assembly seat 101; the support structure 200 includes a telescopic adjustment rod 201 and a positioning plate 202, one end of the telescopic adjustment rod 201 is connected to a side wall of the assembly seat 101, the positioning plate 202 is a long strip structure, and the center of the positioning plate 202 is connected to the other end of the telescopic adjustment rod 201, wherein the positioning plate 202 is the same length as the inner side wall of the foundation pit to which it corresponds, and has a set spacing with the inner side wall of the foundation pit; the indication component 300 is arranged on the top of the positioning plate 202, and has multiple A plurality of indicating components 300 are evenly arranged along the length direction of the positioning plate body 202, and the indicating part is used to indicate the assembly route of the steel sheet piles; a plurality of detecting components 400 are evenly arranged on a side of the positioning plate body 202 facing the inner wall of the foundation pit, and the detecting component 400 is used to perform real-time detection of the deformation of the foundation pit; the warning component 500 is connected to both the indicating component 300 and the detecting component 400, and sends out a warning message when the steel sheet piles deviate from the assembly route, and sends out a warning message when the foundation pit is deformed.

[0040] By using the auxiliary support device for foundation pit support provided by the embodiment of the present disclosure, when performing foundation pit support, the assembly route of the steel sheet piles is indicated by the indicating part, and a warning message is issued when the assembly route of the steel sheet piles deviates, so as to remind the user of the hoisting status of the steel sheet piles in real time, thereby facilitating the rapid and accurate hoisting of the steel sheet piles between the positioning plate body 202 and the side wall of the foundation pit, without the need for manual visual observation and repeated adjustments, thereby improving the efficiency of foundation pit support construction and ensuring the quality of support. At the same time, after the foundation pit support is completed, the deformation of the foundation pit is detected in real time by the detection component 400, and a warning message is issued when the foundation pit is deformed. This not only diversifies the functions of the auxiliary support device to meet diverse construction needs, but also can quickly determine the deformed position of the foundation pit when the foundation pit is deformed, so as to timely and effectively repair the deformed position, thereby ensuring the stability and safety of the foundation pit support.

[0041] It can be understood that the detection component 400 is a position sensor, a deformation sensor or a displacement sensor. The position sensor, the deformation sensor and the displacement sensor are all prior art, and the sliding assembly method between the assembly seat 101 and the column 100 is also prior art, which will not be described in detail here.

[0042] Optionally, the detection assembly 400 is embedded in the positioning plate 202. Preferably, a recessed groove is provided on the positioning plate 202, and the detection assembly 400 is detachably arranged in the recessed groove. In this way, the space occupied can be reduced, and the impact on the steel sheet pile assembly process can be reduced, so as to avoid affecting the neatness and stability of the steel sheet pile support.

[0043] Optionally, the set spacing between the positioning plate body 202 and the inner side wall of the foundation pit is determined by the thickness of the steel sheet piles. In this way, the set spacing can be flexibly adjusted according to the thickness of the steel sheet piles, thereby meeting the needs of positioning and supporting steel sheet piles of any thickness.

[0044] like Figure 3-6 As shown, optionally, two opposite side walls of the top of the column 100 are provided with a hoisting structure 105, and the hoisting structure 105 is used to assist an external crane to hoist the column 100. In this way, it is convenient to hoist the auxiliary support device using the hoisting structure 105, without manual handling, reducing the labor intensity, and ensuring the safety of construction.

[0045] Optionally, the hoisting structure 105 is a hook structure with a through hole formed by a U-shaped plate butting against the side wall of the column 100, or a hoisting ring. In this way, while ensuring smooth and stable hoisting, the structure is simplified and the cost is reduced.

[0046] Optionally, the telescopic adjustment rod 201 and the positioning plate 202 as well as the telescopic adjustment rod 201 and the column 100 are all detachably connected. In this way, the connection mode is more flexible, and it is convenient to transport and store it after disassembly, which reduces space occupation.

[0047] Optionally, an auxiliary fixed telescopic rod 600 is provided at the bottom of the positioning plate body 202, and a detector 601 is provided at the bottom of the side wall of the auxiliary fixed telescopic rod 600, and the detector 601 is used to detect the soil structure changes at the bottom of the foundation pit. In this way, by providing the auxiliary fixed telescopic rod 600 with the detector 601 installed at the bottom of the positioning plate body 202, the auxiliary fixed telescopic rod 600 can be used to provide auxiliary support for the positioning plate body 202, thereby ensuring the stability of the positioning plate body 202, and avoiding the situation where the positioning plate body 202 shakes or shifts and affects the steel sheet pile support. After the foundation pit support is completed, the detector 601 is used to detect the soil structure changes at the bottom of the foundation pit in real time, so that when the foundation pit is deformed, the cause of the deformation of the foundation pit can be quickly determined, which is helpful for the subsequent efficient repair of the deformation of the foundation pit.

[0048] Optionally, there are multiple auxiliary fixed telescopic rods 600, and the multiple auxiliary fixed telescopic rods 600 are evenly connected to the bottom of the positioning plate body 202. Preferably, there are three auxiliary fixed telescopic rods 600, two of which are arranged corresponding to the two ends of the bottom of the positioning plate body 202, and the other is arranged in the middle position between the two. In this way, the positioning plate body 202 can be supported more stably to avoid the tilt of the positioning plate body 202. At the same time, the structural changes of the bottom soil can be detected in all directions, making the detection data more accurate and reliable, so as to better analyze the causes of the deformation of the foundation pit later.

[0049] Optionally, a receiving groove is provided at the bottom of the positioning plate 202, and when the auxiliary fixed telescopic rod 600 is fully retracted, the auxiliary fixed telescopic rod 600 is located in the receiving groove. In this way, when the auxiliary fixed telescopic rod 600 is located in the receiving groove, the space occupied can be effectively reduced, and it is convenient for storage.

[0050] It can be understood that the detector 601 is a settlement sensor or a displacement sensor, and the settlement sensor and the displacement sensor are both existing technologies. The telescopic adjustment rod 201 and the auxiliary fixed telescopic rod 600 are both electric telescopic rods, and the electric telescopic rods are also existing technologies. The specific structure will not be repeated here.

[0051] Optionally, a slide groove 203 corresponding to the length direction of the positioning plate 202 is provided on the top, and the indicating assembly 300 can be slidably arranged in the slide groove 203. In this way, the installation of the indicating assembly 300 is more flexible, and it is convenient to adjust its position, that is, by sliding it to correspond to the splicing position of two adjacent steel sheet piles, it can better guide the steel sheet piles to be accurately spliced, and is suitable for positioning and assembling steel sheet piles of different widths.

[0052] It can be understood that the indicating part is a laser spotlight, which is a prior art and its specific structure will not be described in detail here.

[0053] like Figure 7-8 As shown, optionally, a monitoring assembly 700 is rotatably provided on the top of the column 100, and the monitoring assembly 700 is located above the foundation pit, and the monitoring assembly 700 is used to monitor the environment inside and outside the foundation pit. In this way, the monitoring assembly 700 is used to monitor the environment inside and outside the foundation pit, so that when the foundation pit is deformed, it is convenient to analyze the cause of the deformation of the foundation pit based on the environmental data information inside and outside the foundation pit, and then eliminate or determine the cause of the deformation of the foundation pit, saving time to query the cause of the deformation, and helping to efficiently and quickly repair the deformation of the foundation pit.

[0054] Optionally, the monitoring component 700 is connected to the warning component 500, and a warning message is issued when the monitored environmental data information is abnormal. In this way, the construction personnel can quickly grasp the environmental data information around the foundation pit, so that when the monitored environmental data information is abnormal, according to the warning information, timely and effective construction and maintenance operations can be carried out to avoid the expansion of dangerous situations, which greatly ensures the safety of construction.

[0055] Optionally, the monitoring component 700 includes an information collection unit and a comparison and determination unit. The information collection unit rotates one circle for a set time to collect environmental data information inside and around the foundation pit. The comparison and determination unit is connected to the information collection unit. The comparison and determination unit stores standard environmental data information. When there is a deviation between the collected environmental data information and the standard environmental data information, it is determined that the environment inside and / or around the foundation pit is in an abnormal state. In this way, by collecting environmental data information inside and around the foundation pit, and comparing the collected environmental data information with the standard environmental data information, it can be quickly and accurately determined whether the environment inside and around the foundation pit is in an abnormal state. When collecting environmental data, for example, if there is large-scale machinery construction around the foundation pit, such behavior can easily cause the foundation pit to be deformed by force, or if the steel sheet piles are shifted, it can be determined that the environment is in an abnormal state.

[0056] Optionally, the monitoring component 700 is also used to collect structural dimension information of the steel sheet piles and the structural dimension information of the foundation pit. In this way, by collecting the structural dimension information of the steel sheet piles and the structural dimension information of the foundation pit, it is convenient to determine the splicing position of two adjacent steel sheet piles along the side wall in the foundation pit according to the structural dimension information of the steel sheet piles and the structural dimension information of the foundation pit, so as to facilitate the subsequent better lifting of the steel sheet piles.

[0057] It can be understood that the information collection unit is an image recognition camera, which is a prior art and its specific structure will not be described in detail here.

[0058] Optionally, the warning component 500 includes: a first warning part, a second warning part and a third warning part. The first warning part is connected to the indication component 300, and is used to issue a warning message when the steel sheet pile deviates from the assembly route; there are multiple second warning parts, each of which corresponds to a detection component 400, and is located on a side of the positioning plate 202 facing the column 100, and is used to issue a warning message when the foundation pit is deformed; the third warning part is connected to the monitoring component 700, and is used to issue a warning message when the environment inside and / or around the foundation pit is in an abnormal state. In this way, the first warning part, the second warning part and the third warning part are used to issue warning messages of steel sheet pile deviation from the assembly route, warning messages of foundation pit deformation and warning messages of the environment being in an abnormal state, respectively, which makes it easier for construction personnel to better identify the problem.

[0059] It can be understood that the first warning part, the second warning part and the third warning part are all warning lights, buzzers or wireless information transmitters. The warning lights, buzzers and wireless information transmitters are all existing technologies and will not be described in detail here.

[0060] Optionally, the outer surface of the column 100 is provided with a scale mark 102. In this way, by providing the scale mark 102 on the outer surface of the column 100, it is convenient to adjust the position of the assembly seat 101 according to the depth of the foundation pit by observing the scale mark 102, which helps the positioning plate 202 to better position and support the steel sheet pile.

[0061] Optionally, the auxiliary support device for foundation pit support further includes: a fixed base 103. The fixed base 103 is arranged at the bottom of the column 100, and a level meter 104 is arranged on the fixed base 103. In this way, the stability of the steel sheet piles placed in the foundation pit can be ensured. When installing the column 100, the column 100 is placed in a horizontal state by observing the level meter 104, so as to avoid the situation that the subsequent positioning, assembly and support of the steel sheet piles are affected by the tilted placement of the column 100, so as to ensure that the support of the steel sheet piles can be carried out safely and stably, reduce the impact on the deformation monitoring of the foundation pit, and ensure the accuracy and reliability of the detection results.

[0062] Optionally, the auxiliary support device for foundation pit support also includes: a controller component. The controller component is connected to the indication component 300, the detection component 400, the telescopic adjustment rod 201, the warning component 500, the auxiliary fixed telescopic rod 600, the detector 601 and the monitoring component 700. In this way, the control of telescopic and sliding makes the control of the indication component 300 sliding, the telescopic adjustment rod 201 and the auxiliary fixed telescopic rod 600 telescopic intelligent and automated, without manual operation, greatly improving the safety and efficiency of the construction, and the control warning component 500 performs accurate and efficient early warning according to the detection information.

[0063] Optionally, the auxiliary support device for foundation pit support further includes: a crane. The crane is connected to both the indication component 300 and the controller component, and is used to control the crane to perform the lifting of the steel sheet piles according to the assembly route of the steel sheet piles indicated by the indication component 300. In this way, the steel sheet piles can be moved along the assembly route, which helps to accurately complete the docking between the steel sheet piles, avoids repeated manual adjustments, and helps to efficiently and quickly complete the lifting of the steel sheet piles.

[0064] Combination Fig. 9 As shown, an embodiment of the present disclosure provides a control method for an auxiliary support device for foundation pit support, which is used to control the auxiliary support device for foundation pit support as described in any one of the above items, including:

[0065] S01, obtaining structural dimension information of steel sheet piles and structural dimension information of foundation pit;

[0066] S02, determining the splicing positions of two adjacent steel sheet piles along the side walls of the foundation pit according to the structural dimension information of the steel sheet piles and the structural dimension information of the foundation pit;

[0067] S03, according to the splicing positions of two adjacent steel sheet piles along the side walls in the foundation pit, start the indicating component to indicate the assembly route of the steel sheet piles, and perform the steel sheet pile hoisting, wherein, in the case that the steel sheet piles deviate from the assembly route, a warning message is issued;

[0068] S04, obtaining deformation data information of the foundation pit;

[0069] S05: When the deformation data information of the foundation pit is in an abnormal state, a warning message is issued.

[0070] By adopting the control method of the auxiliary support device for foundation pit support provided by the embodiment of the present disclosure, when the foundation pit support is carried out, the assembly route of the steel sheet piles is indicated by the indicating part, and when the assembly route of the steel sheet piles deviates, a warning message is issued, which can remind the user of the hoisting status of the steel sheet piles in real time, thereby helping to quickly and accurately hoist the steel sheet piles between the positioning plate and the side wall of the foundation pit, without the need for manual visual observation and repeated adjustments, thereby improving the efficiency of foundation pit support construction and ensuring the quality of support. At the same time, after the foundation pit support is completed, the deformation of the foundation pit is detected in real time by the detection component, and a warning message is issued when the foundation pit is deformed. Not only does the auxiliary support device have diversified functions to meet diverse construction needs, but also the deformed position of the foundation pit can be quickly determined when the foundation pit is deformed, so as to repair the deformed position in a timely and effective manner, thereby ensuring the stability and safety of the foundation pit support.

[0071] Optionally, according to the splicing position of two adjacent steel sheet piles along the side wall in the foundation pit, the indicating component is turned on to indicate the assembly route of the steel sheet piles, and before the steel sheet piles are hoisted, the position of multiple indicating components is adjusted. In this way, when supporting the foundation pit, the assembly route of the steel sheet piles is indicated by the indicating part, and when the assembly route of the steel sheet piles deviates, a warning message is issued, which can remind the user of the hoisting status of the steel sheet piles in real time, thereby helping to quickly and accurately hoist the steel sheet piles between the positioning plate and the side wall of the foundation pit, without the need for manual visual observation and repeated adjustments, thereby improving the support efficiency and ensuring the support quality.

[0072] Optionally, adjusting the positions of the plurality of indicating components includes: controlling the indicating components to slide in the slide groove so that the position of each indicating component corresponds to a splicing position of two adjacent steel sheet piles. This is suitable for positioning and assembling steel sheet piles of different widths. In this way, it is convenient to adjust the position thereof, that is, by sliding the position thereof to correspond to the splicing position of two adjacent steel sheet piles, which can better guide the steel sheet piles to be accurately spliced, and is suitable for positioning and assembling steel sheet piles of different widths.

[0073] Optionally, after obtaining the structural dimension information of the steel sheet piles and the structural dimension information of the foundation pit, it also includes: determining the thickness of the steel sheet piles and the length between the two corresponding side walls of the foundation pit; according to the thickness of the steel sheet piles and the length between the two corresponding side walls of the foundation pit, controlling the telescopic adjustment rod to set the telescopic amount to push the positioning plate body to move toward the side wall of the foundation pit, wherein the set telescopic amount is the difference between the distance between the column and one of the side walls and the thickness of the steel sheet pile. In this way, the set spacing can be flexibly adjusted according to the thickness of the steel sheet piles, thereby meeting the needs of positioning, supporting and protecting steel sheet piles of any thickness.

[0074] Optionally, when the deformation data information of the foundation pit is in an abnormal state, after issuing the warning information, it includes: obtaining the environmental data information inside and around the foundation pit; analyzing the cause information of the deformation of the foundation pit according to the environmental data information inside and around the foundation pit. In this way, the monitoring component is used to monitor the environment inside and around the foundation pit, so that when the foundation pit is deformed, it is convenient to analyze the cause information of the deformation of the foundation pit according to the environmental data information inside and around the foundation pit, and then eliminate or determine the cause of the deformation of the foundation pit, saving the time spent on querying the cause of the deformation, and facilitating efficient and fast repair of the deformation of the foundation pit.

[0075] Optionally, when the deformation data information of the foundation pit is in an abnormal state, after issuing the warning information, it also includes: obtaining the soil structure change information at the bottom of the foundation pit; and analyzing the cause information of the deformation of the foundation pit according to the soil structure change information at the bottom of the foundation pit. In this way, the soil structure change at the bottom of the foundation pit is determined, so that when the foundation pit is deformed, the cause of the deformation of the foundation pit can be quickly determined, which is conducive to the subsequent efficient repair and treatment of the deformation of the foundation pit.

[0076] Optionally, according to the environmental data information inside and around the foundation pit, analyzing the cause of the deformation of the foundation pit includes: eliminating or determining the cause of the deformation of the foundation pit. In this way, the time spent on querying the cause of the deformation is saved, which helps to efficiently and quickly repair the deformation of the foundation pit.

[0077] Combination Fig.10 As shown, an embodiment of the present disclosure provides an auxiliary support device for foundation pit support, including a processor (processor) 800 and a memory (memory) 801. Optionally, the device may also include a communication interface (Communication Interface) 802 and a bus 803. Among them, the processor 800, the communication interface 802, and the memory 801 can communicate with each other through the bus 803. The communication interface 802 can be used for information transmission. The processor 800 can call the logic instructions in the memory 801 to execute the control method of the auxiliary support device for foundation pit support of the above embodiment.

[0078] In addition, the logic instructions in the memory 801 described above can be implemented in the form of software functional units and can be stored in a computer-readable storage medium when sold or used as an independent product.

[0079] The memory 801 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 800 executes the functional application and data processing by running the program instructions / modules stored in the memory 801, that is, the control method of the auxiliary support device for foundation pit support in the above embodiment is realized.

[0080] The memory 801 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 801 may include a high-speed random access memory and may also include a non-volatile memory.

[0081] 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 auxiliary support device for foundation pit support.

[0082] 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 above-mentioned control method for the auxiliary support device for foundation pit support.

[0083] The computer-readable storage medium mentioned above may be a transient computer-readable storage medium or a non-transitory computer-readable storage medium.

[0084] 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 causing a computer device (which may be a personal computer, a server, or a network device, etc.) to execute 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 disk or an optical disk, and other media that can store program codes, or a transient storage medium.

[0085] 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.

[0086] 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.

[0087] 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.

[0088] 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. An auxiliary support device for foundation pit support, characterized in that: include: A column (100) on which a mounting seat (101) is slidably mounted; The support structure (200) comprises a telescopic adjustment rod (201) and a positioning plate (202), wherein one end of the telescopic adjustment rod (201) is connected to a side wall of the assembly seat (101), the positioning plate (202) is in a long strip structure, and the center of the positioning plate (202) is connected to the other end of the telescopic adjustment rod (201), wherein the positioning plate (202) has the same length as the inner side wall of the foundation pit to which it corresponds, and a set spacing is provided between the positioning plate (202) and the inner side wall of the foundation pit; An indicating component (300) is arranged on the top of the positioning plate body (202), and has a plurality of indicating components (300), wherein the plurality of indicating components (300) are evenly arranged along the length direction of the positioning plate body (202), and the indicating part is used to indicate the assembly route of the steel sheet pile; The detection assembly (400) comprises a plurality of detection assemblies (400), the plurality of detection assemblies (400) being evenly arranged on a side surface of the positioning plate (202) facing the inner wall of the foundation pit, and the detection assembly (400) being used to perform real-time detection of deformation of the foundation pit; The warning component (500) is connected to the indication component (300) and the detection component (400), and sends out a warning message when the steel sheet pile deviates from the assembly route, and sends out a warning message when the foundation pit is deformed.

2. The auxiliary support device for foundation pit support according to claim 1, characterized in that: An auxiliary fixed telescopic rod (600) is arranged at the bottom of the positioning plate (202), and a detector (601) is arranged at the bottom of the side wall of the auxiliary fixed telescopic rod (600). The detector (601) is used to detect changes in the soil structure at the bottom of the foundation pit.

3. The auxiliary support device for foundation pit support according to claim 1, characterized in that: A slide groove (203) corresponding to the length direction of the positioning plate (202) is provided on the top thereof, and the indicating component (300) can be adaptively slidably arranged in the slide groove (203).

4. The auxiliary support device for foundation pit support according to claim 1, characterized in that: A monitoring assembly (700) is rotatably provided on the top of the column (100), and the monitoring assembly (700) is located above the foundation pit. The monitoring assembly (700) is used to monitor the environment inside and around the foundation pit.

5. The auxiliary support device for foundation pit support according to claim 4, characterized in that: The monitoring component (700) is connected to the warning component (500) and issues a warning message when there is an abnormality in the monitored environmental data information.

6. The auxiliary support device for foundation pit support according to any one of claims 1 to 5, characterized in that: The outer surface of the column (100) is provided with a scale mark (102).

7. The auxiliary support device for foundation pit support according to any one of claims 1 to 5, characterized in that: Also includes: The fixed base (103) is arranged at the bottom of the column (100), and a level (104) is arranged on the fixed base (103).

8. A control method for an auxiliary support device for foundation pit support, used to control the auxiliary support device for foundation pit support according to any one of claims 1 to 7, characterized in that: include: Obtain the structural dimension information of the steel sheet piles and the structural dimension information of the foundation pit; According to the structural dimension information of the steel sheet piles and the structural dimension information of the foundation pit, the splicing positions of two adjacent steel sheet piles along the side walls in the foundation pit are determined; According to the joint positions of two adjacent steel sheet piles along the side walls in the foundation pit, the indicating component is turned on to indicate the assembly route of the steel sheet piles, and the steel sheet piles are hoisted. In the case where the steel sheet piles deviate from the assembly route, a warning message is issued; Obtaining deformation data information of foundation pit; When the deformation data information of the foundation pit is in an abnormal state, a warning message is issued.

9. The control method of the auxiliary support device for foundation pit support according to claim 8, characterized in that: When the deformation data of the foundation pit is in an abnormal state, after the warning information is issued, it includes: Obtain environmental data information inside and around the foundation pit; Based on the environmental data information inside and around the foundation pit, the reasons for the deformation of the foundation pit are analyzed.

10. An auxiliary support device for foundation pit support, comprising a processor (800) and a memory (801) storing program instructions, characterized in that: The processor (800) is configured to execute the control method of the auxiliary support device for foundation pit support according to any one of claims 8 to 9 when running the program instructions.

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