CN114809389A - Collapse prevention construction control method, equipment, system and medium for steel structure - Google Patents

Abstract

The invention relates to the technical field of civil engineering construction, in particular to a construction control method, equipment, system and medium for anti-collapse of special-shaped steel structures. The real-time settlement information of the steel structure, and then screen out the abnormal settlement information that does not meet the qualified settlement conditions from at least two real-time settlement information, and then control the adjustment device corresponding to the abnormal settlement information to adjust the special-shaped steel structure, and finally make real-time settlement. The information meets the settlement qualification conditions. It can adjust the settlement value of the special-shaped steel structure in time to ensure that the settlement range of the special-shaped steel structure is always within the preset settlement range, avoid the hidden danger of the collapse of the steel structure caused by the accumulation of settlement errors, and improve the stability of the special-shaped steel structure. It achieves the purpose of preventing the collapse of special-shaped steel structures.

Description

Steel structure anti-collapse construction control method, equipment, system and medium

technical field

The invention relates to the technical field of civil engineering construction, in particular to an anti-collapse construction control method, equipment, system and medium of a special-shaped steel structure.

Background technique

With the continuous development of architectural structures, more and more architectural structures appear with a sense of the times and a sense of fantasy. In order to build urban landmark buildings and enhance the ornamental appearance of building structures, steel structure glass curtain walls are widely used on landmark buildings in various cities due to their various shapes, safe construction, easy quality control, and fast construction speed.

In the prior art, during the construction of the special-shaped steel structure curtain wall system, how to prevent the collapse of the special-shaped steel structure curtain wall system is a technical problem to be solved urgently.

SUMMARY OF THE INVENTION

The main purpose of the present invention is to provide a special-shaped steel structure anti-collapse construction control method, storage medium and device, aiming at solving the technical problem that the special-shaped steel structure cannot be effectively prevented from collapsing during the construction of the special-shaped steel structure curtain wall in the prior art.

In order to achieve the above object, in the first aspect, the present invention proposes an anti-collapse construction control method for a special-shaped steel structure, which is used in an anti-collapse control system, and the anti-collapse control system includes:

at least two sensors disposed on the profiled steel structure, a plurality of the sensors spaced apart from each other; and

an adjustment device, the adjustment device is arranged on the special-shaped steel structure, and the adjustment device is arranged in a one-to-one correspondence with the sensor;

The method includes the following steps:

acquiring the real-time settlement information of the special-shaped steel structure collected by at least two of the sensors;

Screen out the abnormal subsidence information that does not meet the qualified subsidence conditions from at least two real-time subsidence information;

The adjustment device corresponding to the abnormal settlement information is controlled to adjust the special-shaped steel structure, so that all the real-time settlement information meets the settlement qualification conditions.

Optionally, the real-time sedimentation information includes real-time pressure information;

The abnormal settlement information that does not meet the settlement qualification conditions is screened out from at least two real-time settlement information, specifically including:

Compare at least two real-time pressure information with standard pressure information to screen out abnormal pressure information that does not meet the qualified conditions for settlement.

Optionally, before the abnormal subsidence information that does not meet the subsidence qualification conditions is selected from the at least two real-time subsidence information, the following steps are also included:

Create a steel structure model corresponding to the special-shaped steel structure;

adjusting the first parameter information of the steel structure model to obtain preset pressure information;

judging whether the preset pressure information satisfies preset qualification conditions;

If the preset pressure information satisfies the preset qualified condition, the preset pressure information is recorded to obtain standard pressure information.

Optionally, the real-time settlement information also includes real-time displacement information;

The abnormal settlement information that does not meet the settlement qualification conditions is screened out from at least two real-time settlement information, specifically including:

Compare at least two real-time displacement information with the standard displacement information to screen out the abnormal displacement information that does not meet the settlement qualification.

Optionally, before the abnormal subsidence information that does not meet the subsidence qualification conditions is selected from the at least two real-time subsidence information, the following steps are also included:

Create a steel structure model corresponding to the special-shaped steel structure;

adjusting the first parameter information of the steel structure model to obtain preset displacement information;

Judging whether the preset displacement information satisfies a preset qualification condition;

If the preset displacement information satisfies the preset qualified condition, the preset displacement information is recorded to obtain standard displacement information.

Optionally, the adjusting device includes at least two jacks, at least two of the jacks are arranged side by side on the special-shaped steel structure, and at least two of the jacks are arranged in a one-to-one correspondence with the sensor;

The adjustment device corresponding to the control of the abnormal settlement information adjusts the special-shaped steel structure, so that all the real-time settlement information meets the settlement qualification conditions, including:

At least one adjustment device corresponding to the abnormal settlement information is controlled to adjust the special-shaped steel structure, so that all the real-time settlement information meets the settlement qualification conditions.

Optionally, before the abnormal subsidence information that does not meet the subsidence qualification conditions is selected from the at least two real-time subsidence information, the following steps are also included:

Observing the real-time working state of the adjusting device;

Judging whether the real-time working state satisfies the target working state;

When the real-time working state does not meet the target working state, the pre-warning device corresponding to the real-time working state that does not meet the target working state is controlled to give an early warning.

In order to achieve the above purpose, in the second aspect, the present invention proposes a special-shaped steel structure anti-collapse construction control equipment, including:

A processor, a memory and a special-shaped steel structure anti-collapse construction control program stored in the memory, the special-shaped steel structure anti-collapse construction control program is executed by the processor to realize the special-shaped steel structure anti-collapse construction of the first aspect The steps of the control method.

In order to achieve the above purpose, in the third aspect, the present invention proposes a special-shaped steel structure anti-collapse construction control system, which is characterized in that, comprising:

The control device of the second aspect; and

An adjustment device, the control device described in the second aspect is connected in communication with the adjustment device, so as to control the adjustment device to adjust the special-shaped steel structure.

In order to achieve the above object, in a fourth aspect, the present invention provides a computer-readable storage medium, wherein the computer-readable storage medium stores a special-shaped steel structure anti-collapse construction control program, the special-shaped steel structure anti-collapse When the construction control program is executed by the processor, the anti-collapse construction control method for the special-shaped steel structure described in the first aspect is realized.

Beneficial effects:

The technical solution of the present invention is to set at least two sensors on the special-shaped steel structure, and set the adjusting device correspondingly at the position of the sensor, so that the present invention has the function of detecting and adjusting the special-shaped steel structure, and then Collect the real-time settlement information of the special-shaped steel structure through at least two sensors, and then screen out the abnormal settlement information that does not meet the settlement qualification conditions from the at least two real-time settlement information, and then control the adjustment device corresponding to the abnormal settlement information to adjust the special-shaped steel structure. Adjustment is carried out to finally make the real-time settlement information meet the settlement qualification conditions. The present invention can adjust the settlement value of the special-shaped steel structure in time when in use, so as to ensure that the settlement range of the special-shaped steel structure is always within the preset settlement range, and avoid the hidden danger of the collapse of the steel structure caused by the accumulation of settlement errors. The stability of the special-shaped steel structure is improved, and the purpose of preventing the collapse of the special-shaped steel structure is achieved.

Description of drawings

In order to explain the embodiments of the present invention or the technical solutions in the prior art more clearly, the following briefly introduces the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are only These are some embodiments of the present invention, and for those of ordinary skill in the art, other drawings can also be obtained according to the structures shown in these drawings without creative efforts.

1 is a schematic flowchart of an embodiment of the present invention;

FIG. 2 is a schematic flowchart of the present invention for obtaining standard pressure information;

3 is a schematic flow chart of the present invention or standard displacement information;

Fig. 4 is the schematic flow chart of the present invention during early warning;

Fig. 5 is the detailed schematic diagram of the control device of the present invention;

6 is a schematic diagram of the installation of the adjusting device of the present invention;

FIG. 7 is a schematic structural diagram of part A in FIG. 6 .

Description of reference numbers:

label name label name 100 sensor 13 controlling device 1002 communication bus 15 adjustment device 1004 Network Interface 1001 processor 11 server 1003 user interface 12 network 1005 memory 200 steel structure

The realization, functional characteristics and advantages of the present invention will be further described with reference to the accompanying drawings in conjunction with the embodiments.

Detailed ways

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

It should be noted that all directional indications (such as up, down, left, right, front, back, etc.) in the embodiments of the present invention are only used to explain the relationship between various components under a certain posture (as shown in the accompanying drawings). The relative positional relationship, the movement situation, etc., if the specific posture changes, the directional indication also changes accordingly.

In the present invention, unless otherwise expressly specified and limited, the terms "connected", "fixed" and the like should be understood in a broad sense, for example, "fixed" may be a fixed connection, a detachable connection, or an integrated; It can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, and it can be an internal communication between two elements or an interaction relationship between the two elements, unless otherwise explicitly defined. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific situations.

In addition, if there are descriptions involving "first", "second", etc. in the embodiments of the present invention, the descriptions of "first", "second", etc. are only used for the purpose of description, and should not be construed as indicating or implying Its relative importance or implicitly indicates the number of technical features indicated. Thus, a feature delimited with "first", "second" may expressly or implicitly include at least one of that feature. In addition, the meaning of "and/or" in the whole text includes three parallel schemes. Taking "A and/or B" as an example, it includes scheme A, scheme B, or scheme satisfying both of A and B. In addition, the technical solutions between the various embodiments can be combined with each other, but must be based on the realization by those of ordinary skill in the art. When the combination of technical solutions is contradictory or cannot be realized, it should be considered that the combination of such technical solutions does not exist. , is not within the scope of protection required by the present invention.

At present, with the continuous development of building structures, more and more building structures appear in the form of structures with a sense of the times and dreams. In order to build urban landmark buildings and enhance the ornamental appearance of building structures, steel structure glass curtain walls are widely used on landmark buildings in various cities due to their various shapes, safe construction, easy quality control, and fast construction speed.

In the prior art, during the construction of the special-shaped steel structure curtain wall system, how to prevent the offset, settlement or collapse of the special-shaped steel structure curtain wall system is a technical problem to be solved urgently.

Therefore, the present invention provides an anti-collapse construction control method, storage medium and device for a special-shaped steel structure, aiming to solve the technical problem that the collapse of the special-shaped steel structure cannot be effectively prevented during the construction of the special-shaped steel structure curtain wall in the prior art. The technical solution of the present invention is to set at least two sensors on the special-shaped steel structure, and set the adjusting device correspondingly at the position of the sensor, so that the present invention has the function of detecting and adjusting the special-shaped steel structure, and then Collect the real-time settlement information of the special-shaped steel structure through at least two sensors, and then screen out the abnormal settlement information that does not meet the settlement qualification conditions from the at least two real-time settlement information, and then control the adjustment device corresponding to the abnormal settlement information to adjust the special-shaped steel structure. Adjustment is carried out to finally make the real-time settlement information meet the settlement qualification conditions. The present invention can adjust the settlement value of the special-shaped steel structure in time when in use, so as to ensure that the settlement range of the special-shaped steel structure is always within the preset settlement range, and avoid the hidden danger of the collapse of the steel structure caused by the accumulation of settlement errors. The stability of the special-shaped steel structure is improved, and the purpose of preventing the collapse of the special-shaped steel structure is achieved.

The inventive concept of the present invention is further described below with reference to some specific embodiments.

The invention provides an anti-collapse construction control method, a storage medium and a device for a special-shaped steel structure.

1 to 4, a first embodiment of the present invention is presented.

In the first embodiment of the present invention, the anti-collapse construction control method of the special-shaped steel structure is used in an anti-collapse control system, and the anti-collapse control system includes:

at least two sensors 100, the sensors 100 are disposed on the profiled steel structure, and a plurality of the sensors 100 are spaced apart from each other; and

an adjustment device 15, the adjustment device 15 is arranged on the special-shaped steel structure, and the adjustment device 15 is arranged in a one-to-one correspondence with the sensor 100;

The method includes the following steps:

S100, acquiring real-time settlement information of the special-shaped steel structure collected by at least two of the sensors 100;

S200, screening out abnormal settlement information that does not meet the settlement qualification conditions from at least two real-time settlement information;

S300. Control the adjustment device 15 corresponding to the abnormal settlement information to adjust the special-shaped steel structure, so that all the real-time settlement information meets the settlement qualification conditions.

By arranging at least two sensors 100, at least two sensors 100 are arranged on the special-shaped steel structure, and the adjusting device 15 is correspondingly arranged at the position of the sensor 100, so that the present invention has the function of detecting and adjusting the special-shaped steel structure, and then Collect the real-time settlement information of the special-shaped steel structure through at least two sensors 100, and then screen out the abnormal settlement information that does not meet the qualified settlement conditions from the at least two real-time settlement information, and then control the adjustment device 15 corresponding to the abnormal settlement information. The steel structure is adjusted, and finally the real-time settlement information meets the settlement qualification conditions. The present invention can adjust the settlement value of the special-shaped steel structure in time when in use, so as to ensure that the settlement range of the special-shaped steel structure is always within the preset settlement range, and avoid the hidden danger of the collapse of the steel structure caused by the accumulation of settlement errors. The stability of the special-shaped steel structure is improved, and the purpose of preventing the collapse of the special-shaped steel structure is achieved.

It should be specifically and clearly stated that, in this embodiment, the example sensor 100 is an existing sensor 100 that can directly collect and record real-time settlement information of a special-shaped steel structure, and this embodiment only applies it, and does not involve examples The structure of the sensor 100 itself is improved or designed, so the specific structure and working principle of the sensor 100 will not be repeated here.

In this embodiment, it also needs to be specifically and clearly stated that the exemplary adjusting device 15 may be an existing device that can directly adjust the special-shaped steel structure after receiving the abnormal settlement information collected by the sensor 100 in this embodiment. Equipment, device or structure, this embodiment is only applied to it, and does not involve the improvement or design of the structure of the example adjusting device 15 itself, so the specific structure and working principle of the adjusting device 15 will not be repeated here. . However, it can be exemplified that the adjusting device 15 exemplified in this embodiment includes, but is not limited to, the following types: hydraulic jacks and the like.

In an embodiment, in order to enable those skilled in the art to implement and understand the present invention in more detail, the following is a detailed description of the adjusting device 15 in the example of the present invention:

According to the pressure information monitored by the corresponding sensor 100 at the hydraulic jack, it is aggregated to the terminal monitoring computer through each monitoring information collection system, and the data and travel information of the pressure sensor 100 transmitted to the terminal through the on-site real-time network 12 are compared with the spatial position of each monitoring point of the special-shaped steel structure. Compare and keep each monitoring point within the allowable displacement range.

In order to ensure the safety of the installation of the main beam and the secondary beam, the terminal computer is equipped with an abnormal alarm program. When the pressure and displacement information of each monitoring point is abnormal, the jack adjustment information is sent through the PLC module of the hydraulic jack, and an alarm is issued.

In order to ensure the working condition of the hydraulic jacks at each monitoring point, spherical monitoring devices are installed at the positions of the jacks; the working status of the jacks can be checked in real time through the monitoring device, and an alarm will be sent to the site in time if the jacks are abnormally working, and the on-site installation operations will be stopped to eliminate hidden dangers. The hydraulic jack work station is designed with automatic and manual switching buttons. If necessary, switch to manual operation to ensure that the angle and displacement of the components meet the requirements.

As shown in Figure 2, optionally, the real-time sedimentation information includes real-time pressure information;

The abnormal settlement information that does not meet the settlement qualification conditions is screened out from at least two real-time settlement information, specifically including:

Compare at least two real-time pressure information with standard pressure information to screen out abnormal pressure information that does not meet the qualified conditions for settlement.

As shown in Figure 2, in one embodiment, optionally, before the abnormal settlement information that does not meet the settlement qualification conditions is screened out from at least two real-time settlement information, the following steps are also included:

A100. Create a steel structure model corresponding to the special-shaped steel structure;

A200. Adjust the first parameter information of the steel structure model to obtain preset pressure information;

A300. Determine whether the preset pressure information satisfies a preset qualification condition;

A400. If the preset pressure information meets a preset qualification condition, record the preset pressure information to obtain standard pressure information.

In this embodiment, a steel structure model corresponding to the special-shaped steel structure is first created by computer software, and the first parameter of the created steel structure model is adjusted by computer software to obtain preset pressure information, and then the preset pressure is determined. Set whether the pressure information meets the preset qualified conditions, and finally record the preset pressure information that meets the preset qualified conditions to obtain standard pressure information, so that the invention can test the created model through computer software during implementation, and finally obtain accurate information. standard pressure information.

In an embodiment, it can be further clarified and explained that the computer software exemplified in this embodiment is a structure that can directly create a special-shaped steel structure model under the operation of those skilled in the art, and this embodiment only applies the computer software. , does not involve the development or design of computer software, so the functions and working principles of the example computer software will not be repeated here. However, it can be exemplified that the computer software exemplified in this embodiment includes but is not limited to the following types: Autodesk series modeling software, Dassault series modeling software, Bentley series modeling software, solidworks, and tilt modeling software, etc. .

As shown in Figure 3, optionally, the real-time settlement information also includes real-time displacement information;

The abnormal settlement information that does not meet the settlement qualification conditions is screened out from at least two real-time settlement information, specifically including:

Compare at least two real-time displacement information with the standard displacement information to screen out the abnormal displacement information that does not meet the settlement qualification.

As shown in Figure 3, optionally, before the abnormal settlement information that does not meet the settlement qualification conditions is selected from the at least two real-time settlement information, the following steps are also included:

B100. Create a steel structure model corresponding to the special-shaped steel structure;

B200. Adjust the first parameter information of the steel structure model to obtain preset displacement information;

B300. Determine whether the preset displacement information satisfies a preset qualification condition;

B400. If the preset displacement information satisfies a preset qualification condition, record the preset displacement information to obtain standard displacement information.

In one embodiment, by first using computer software to create a steel structure model corresponding to the special-shaped steel structure, using computer software to adjust the first parameter of the created steel structure model to obtain preset displacement information, and then to determine Whether the preset displacement information complies with the preset qualified conditions, and finally record the preset displacement information that meets the preset qualified conditions to obtain standard displacement information, so that when the present invention is implemented, the created model can be tested through computer software, and finally obtained Accurate standard displacement information.

Of course, in an improved embodiment, it is also possible to first use computer software to create a steel structure model corresponding to the special-shaped steel structure, and use computer software to adjust the first parameters of the created steel structure model to obtain preset displacement information and the preset pressure information, and then simultaneously determine whether the preset displacement information and the preset pressure information meet the preset qualification conditions, and finally record the preset displacement information and preset pressure information that meet the preset qualification conditions to obtain the standard The displacement information and standard pressure information enable the invention to test the created model through computer software during implementation, and finally obtain accurate standard displacement information and standard pressure information. Finally, in the implementation, it is judged whether the real-time pressure information and real-time displacement information both meet the qualified conditions for settlement. In this way, the collapse prevention efficiency of the present invention can be effectively improved.

Optionally, the adjustment device 15 includes at least two jacks, at least two of the jacks are arranged in parallel on the special-shaped steel structure, and at least two of the jacks are arranged in a one-to-one correspondence with the sensor 100 . ;

The adjustment device 15 corresponding to the control of the abnormal settlement information adjusts the special-shaped steel structure, so that all the real-time settlement information meets the settlement qualification conditions, including:

At least one adjustment device 15 corresponding to the abnormal settlement information is controlled to adjust the special-shaped steel structure, so that all the real-time settlement information meets the settlement qualification conditions.

In this embodiment, when the real-time settlement information does not meet the qualified settlement conditions, the special-shaped steel structure is adjusted by controlling the adjustment device 15 corresponding to the abnormal settlement information, so that the present invention can directly adjust the special-shaped steel structure during implementation. Adjusting the points where abnormal settlement information occurs can effectively improve the adjustment effect of the present invention, and avoid the hidden danger of collapse of the steel structure caused by accumulation of settlement values caused by excessive changes in real-time settlement information in some positions.

As shown in Figure 4, optionally, before the abnormal settlement information that does not meet the settlement qualification conditions is selected from the at least two real-time settlement information, the following steps are also included:

S201, observe the real-time working state of the adjusting device 15;

S202, judging whether the real-time working state satisfies the target working state;

S203. When the real-time working state does not meet the target working state, control the early warning device corresponding to the real-time working state that does not meet the target working state to give an early warning.

In this embodiment, by observing the real-time working state of the adjusting device 15, and then judging whether the real-time working state satisfies the target working state, when the real-time working state does not meet the target working state, the control device that does not meet the target working state is controlled. The pre-warning device corresponding to the real-time working state provides an early warning, so that the present invention can quickly and accurately detect and evaluate the working state of the adjusting device 15 during implementation, and effectively avoid the special-shaped steel structure caused by the hidden trouble of the adjusting device 15 itself. The hidden danger of collapse caused by excessive settlement effectively improves the safety performance of the present invention.

Based on the same inventive concept, another embodiment of the present invention is proposed. Please refer to FIG. 5. The present invention proposes a special-shaped steel structure anti-collapse construction control device 13, including:

The processor 1001, the memory 1005 and the special-shaped steel structure anti-collapse construction control program stored in the memory 1005, the special-shaped steel structure anti-collapse construction control program is executed by the processor 1001 to realize the special-shaped steel structure of the first aspect Structural collapse prevention construction control method steps.

Referring to FIG. 5 , FIG. 5 is a schematic structural diagram of an anti-collapse construction control device 13 for a special-shaped steel structure in a hardware operating environment involved in the embodiment of the application.

As shown in FIG. 5 , the playback terminal may include: a processor 1001 , such as a central processing unit (Central Processing Unit, CPU), a communication bus 1002 , a user interface 1003 , a network interface 1004 , and a memory 1005 . Among them, the communication bus 1002 is used to realize the connection and communication between these components. The user interface 1003 may include a display screen (Display), an input unit such as a keyboard (Keyboard), and the optional user interface 1003 may also include a standard wired interface and a wireless interface. Optionally, the network interface 1004 may include a standard wired interface and a wireless interface (such as a wireless fidelity (WIreless-FIdelity, WI-FI) interface). The memory 1005 may be a high-speed random access memory (Random Access Memory, RAM) memory, or may be a stable non-volatile memory (Non-Volatile Memory, NVM), such as a disk memory. Optionally, the memory 1005 may also be a storage device independent of the aforementioned processor 1001 .

Those skilled in the art can understand that the structure shown in FIG. 5 does not constitute a limitation on the control device, and may include more or less components than the one shown, or combine some components, or arrange different components.

Based on the same inventive concept, another embodiment of the present invention is proposed, please refer to FIG. 6, the present invention proposes a special-shaped steel structure anti-collapse construction control system, including:

The control device of the second aspect; and

An adjustment device, the control device described in the second aspect is connected in communication with the adjustment device, so as to control the adjustment device to adjust the special-shaped steel structure.

Referring to FIG. 5 , FIG. 5 is a schematic structural diagram of an anti-collapse construction control system for a special-shaped steel structure provided by an exemplary embodiment. As shown in FIG. 1 , the special-shaped steel structure anti-collapse construction control system may include a server 11 , a network 12 , a control device 13 and an adjustment device 15 .

The server 11 may be a physical server containing an independent host, or the server 11 may be a virtual server hosted by a cluster of hosts. During the running process, the server 11 can run the program on the server side of a certain application to realize the relevant business functions of the application. For example, when the control device 13 enters real-time settlement information, the server 11 can be used as the input of the real-time settlement information application. The server is used to support the control device 13 to complete the work of inputting real-time settlement information.

Network 12 may include various types of wired or wireless networks. In one embodiment, the network 12 may include the Public Switched Telephone Network (PSTN) and the Internet. The control device 13 can interact with the server 11 through the network 12 , and the adjustment device 15 can interact with the server 11 through the network 12 .

The control device 13 may include electronic devices of the following types: smart phones, tablet devices, notebook computers, PDAs (Personal Digital Assistants), etc., which is not limited by one or more embodiments of this specification. During the running process, the control device 13 can run the program on the control side of the anti-collapse construction of the special-shaped steel structure, so as to realize the relevant business functions of the application. And it can be understood that in other embodiments, the control device 13 may run some applications, and the application is loaded with functions such as display and modification. A client that realizes the anti-collapse construction control display of special-shaped steel structures.

The adjustment device 15 may include, for example, a hydraulic jack of the type described below, which is not limited by one or more embodiments of the present specification. During the running process, the adjusting device 15 may run the program for checking and checking the result transmission, so as to realize the relevant business functions of the application.

Based on the same inventive concept, another embodiment of the present invention is proposed. Please refer to FIG. 6. The present invention provides a computer-readable storage medium, characterized in that the computer-readable storage medium stores a special-shaped steel structure anti-collapse. A construction control program, when the special-shaped steel structure anti-collapse construction control program is executed by the processor, realizes the special-shaped steel structure anti-collapse construction control method described in the first aspect.

As shown in FIG. 6 , the memory 1005 as a storage medium may include an operating system, a data storage module, a network communication module, a user interface module, and a special-shaped steel structure anti-collapse construction control program.

In the special-shaped steel structure anti-collapse construction control terminal shown in FIG. 6, the network interface 1004 is mainly used for data communication with the network server; the user interface 1003 is mainly used for data interaction with users; the special-shaped steel structure anti-collapse construction control of the present application The processor 1001 and the memory 1005 in the terminal can be set in the special-shaped steel structure anti-collapse construction control terminal, and the special-shaped steel structure anti-collapse construction control terminal calls the special-shaped steel structure anti-collapse construction control program stored in the memory 1005 through the processor 1001, and The anti-collapse construction control method for the special-shaped steel structure provided in the embodiment of the present application is implemented.

It should be noted that although a logical order is shown in the flowcharts, in some cases, the steps shown or described may be performed in an order different from that herein.

In addition, an embodiment of the present application also proposes a computer storage medium, where a special-shaped steel structure anti-collapse construction control program is stored, and the special-shaped steel structure anti-collapse construction control program is executed by a processor to achieve the above-mentioned special-shaped steel structure anti-collapse construction control program The steps of the construction control method. Therefore, it will not be repeated here. In addition, the description of the beneficial effects of using the same method will not be repeated. For technical details not disclosed in the computer-readable storage medium embodiments involved in the present application, please refer to the description of the method embodiments of the present application. Determined by way of example, program instructions may be deployed to execute on one computing device, or on multiple computing devices located at one site, or alternatively, on multiple computing devices distributed across multiple sites and interconnected by a communications network execute on.

Those of ordinary skill in the art can understand that all or part of the process in the method of the above embodiment can be implemented by instructing the relevant hardware through a computer program, and the above program can be stored in a computer-readable storage medium, and the program is in During execution, it may include the processes of the embodiments of the above-mentioned methods. The above-mentioned storage medium may be a magnetic disk, an optical disk, a read-only memory (Read-Only Memory, ROM), or a random access memory (Random Access Memory, RAM) or the like.

In addition, it should be noted that the device embodiments described above are only schematic, wherein 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, it can be located in one place, or it can be distributed to multiple network elements. Some or all of the modules may be selected according to actual needs to achieve the purpose of the solution in this embodiment. In addition, in the drawings of the device embodiments provided in the present application, the connection relationship between the modules indicates that there is a communication connection between them, which may be specifically implemented as one or more communication buses or signal lines. Those of ordinary skill in the art can understand and implement it without creative effort.

From the description of the above embodiments, those skilled in the art can clearly understand that the present application can be implemented by means of software plus necessary general-purpose hardware. Special components, etc. to achieve. Under normal circumstances, all functions completed by a computer program can be easily implemented by corresponding hardware, and the specific hardware structures used to implement the same function can also be various, such as analog circuits, digital circuits or special circuit, etc. However, software program implementation is the preferred implementation in many cases for this application. Based on this understanding, the technical solutions of the present application can be embodied in the form of software products in essence, or the parts that make contributions to the prior art. The computer software products are stored in a readable storage medium, such as a floppy disk of a computer. , U disk, mobile hard disk, Read-Only Memory (ROM, Read-Only Memory), Random Access Memory (RAM, Random Access Memory), magnetic disk or CD, etc., including several instructions to make a computer device (which can be a personal computer, A server, or a network device, etc.) executes the methods of the various embodiments of the present application.

The above descriptions are only optional embodiments of the present invention, and are not intended to limit the scope of the present invention. Under the inventive concept of the present invention, any equivalent structural transformations made by using the contents of the description and drawings of the present invention, or direct/indirect Applications in other related technical fields are included in the scope of patent protection of the present invention.

Claims (10)

1. An anti-collapse construction control method for a special-shaped steel structure is characterized by being used for an anti-collapse control system, and the anti-collapse control system comprises the following steps:

at least two sensors disposed at the profiled steel structure, the sensors being spaced apart from each other; and

the adjusting devices are arranged on the deformed steel structure and are in one-to-one correspondence with the sensors;

the method comprises the following steps:

acquiring real-time sedimentation information of the deformed steel structure acquired by at least two sensors;

screening abnormal sedimentation information which does not meet sedimentation qualified conditions from the at least two pieces of real-time sedimentation information;

and controlling an adjusting device corresponding to the abnormal settlement information to adjust the special-shaped steel structure so that all the real-time settlement information conforms to the settlement qualified conditions.

2. The special-shaped steel structure collapse prevention construction control method according to claim 1,

the real-time sedimentation information comprises real-time pressure information;

the method for screening the abnormal sedimentation information which does not meet the sedimentation qualification conditions from the at least two pieces of real-time sedimentation information specifically comprises the following steps:

and comparing the at least two pieces of real-time pressure information with the standard pressure information to screen out abnormal pressure information which does not accord with the sedimentation qualification conditions.

3. The special-shaped steel structure collapse prevention construction control method according to claim 2,

before the abnormal sedimentation information which does not meet the sedimentation qualified conditions is screened from the at least two pieces of real-time sedimentation information, the method further comprises the following steps:

creating a steel structure model corresponding to the deformed steel structure;

adjusting first parameter information of the steel structure model to obtain preset pressure information;

judging whether the preset pressure information meets preset qualified conditions or not;

and if the preset pressure information meets the preset qualified condition, recording the preset pressure information to obtain standard pressure information.

4. The special-shaped steel structure collapse prevention construction control method according to claim 1,

the real-time settlement information also comprises real-time displacement information;

the method for screening the abnormal sedimentation information which does not meet the sedimentation qualification conditions from the at least two pieces of real-time sedimentation information specifically comprises the following steps:

and comparing the at least two pieces of real-time displacement information with the standard displacement information to screen out abnormal displacement information which does not accord with the sedimentation qualification conditions.

5. The special-shaped steel structure collapse prevention construction control method according to claim 4,

before the abnormal sedimentation information which does not accord with the sedimentation qualified condition is screened from the at least two pieces of real-time sedimentation information, the method further comprises the following steps:

creating a steel structure model corresponding to the deformed steel structure;

adjusting first parameter information of the steel structure model to obtain preset displacement information;

judging whether the preset displacement information meets preset qualified conditions or not;

and if the preset displacement information meets a preset qualified condition, recording the preset displacement information to obtain standard displacement information.

6. The special-shaped steel structure collapse prevention construction control method according to claim 1,

the adjusting device comprises at least two jacks, the jacks are arranged in the special-shaped steel structure in parallel, and the jacks are arranged corresponding to the sensors one by one;

the control the adjusting device that abnormal settlement information corresponds adjusts the deformed steel structure to make all the real-time settlement information accord with the settlement qualified conditions, including:

and controlling at least one adjusting device corresponding to the abnormal settlement information to adjust the special-shaped steel structure so as to enable all the real-time settlement information to accord with the settlement qualified conditions.

7. The construction control method for preventing the special-shaped steel structure from collapsing according to claim 6,

before the abnormal sedimentation information which does not meet the sedimentation qualified conditions is screened from the at least two pieces of real-time sedimentation information, the method also comprises the following steps,

observing the real-time working state of the adjusting device;

judging whether the real-time working state meets a target working state or not;

and when the real-time working state does not meet the target working state, controlling an early warning device corresponding to the real-time working state which does not meet the target working state to carry out early warning.

8. The utility model provides a special-shaped steel structure collapse prevention construction control equipment which characterized in that includes:

a processor, a memory and a shaped steel structure collapse prevention construction control program stored in the memory, the shaped steel structure collapse prevention construction control program when executed by the processor implementing the steps of the shaped steel structure collapse prevention construction control method according to any one of claims 1-7.

9. The utility model provides a special-shaped steel structure collapse prevention construction control system which characterized in that includes:

the control device of claim 8; and

an adjustment device, with which the control apparatus of claim 8 is in communicative connection to control the adjustment device to adjust the profiled steel structure.

10. A computer-readable storage medium, characterized in that the computer-readable storage medium has stored thereon a deformed steel structure collapse prevention construction control program that, when executed by a processor, implements the deformed steel structure collapse prevention construction control method according to any one of claims 1 to 7.

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