CN114809389A - Collapse prevention construction control method, equipment, system and medium for steel structure - Google Patents
Collapse prevention construction control method, equipment, system and medium for steel structure Download PDFInfo
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- CN114809389A CN114809389A CN202210444856.2A CN202210444856A CN114809389A CN 114809389 A CN114809389 A CN 114809389A CN 202210444856 A CN202210444856 A CN 202210444856A CN 114809389 A CN114809389 A CN 114809389A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 163
- 239000010959 steel Substances 0.000 title claims abstract description 163
- 238000010276 construction Methods 0.000 title claims abstract description 62
- 230000002265 prevention Effects 0.000 title claims abstract description 56
- 238000000034 method Methods 0.000 title claims abstract description 54
- 238000004062 sedimentation Methods 0.000 claims description 102
- 230000002159 abnormal effect Effects 0.000 claims description 43
- 238000006073 displacement reaction Methods 0.000 claims description 42
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/885—Curtain walls comprising a supporting structure for flush mounted glazing panels
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
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Abstract
The invention relates to the technical field of civil engineering construction, in particular to a collapse prevention construction control method, equipment, a system and a medium for a special-shaped steel structure. Can in time adjust the value of subsiding of special-shaped steel structure, guarantee that special-shaped steel structure's settlement scope is in predetermineeing the settlement scope all the time, avoided the hidden danger that the steel construction collapses because of the accumulation of subsiding the error, promoted special-shaped steel structure's stability, realized preventing that special-shaped steel structure from collapsing the purpose.
Description
Technical Field
The invention relates to the technical field of civil engineering construction, in particular to a method, equipment, a system and a medium for controlling the collapse prevention construction of a special-shaped steel structure.
Background
With the continuous development of building structures, more and more building structures have structural forms with modern and fantasy senses. For building landmark buildings in cities, the ornamental value of the appearance of the building structure is improved, and the steel structure glass curtain wall is widely applied to landmark buildings in various cities by virtue of the advantages of various shapes, construction safety, easy quality control, high construction speed and the like.
In the prior art, when a special-shaped steel structure curtain wall system is constructed, how to prevent the special-shaped steel structure curtain wall system from collapsing is a technical problem to be solved urgently.
Disclosure of Invention
The invention mainly aims to provide a collapse prevention construction control method, a storage medium and a device for a special-shaped steel structure, and aims to solve the technical problem that the collapse of the special-shaped steel structure cannot be effectively prevented when a special-shaped steel structure curtain wall is constructed in the prior art.
In order to achieve the above object, in a first aspect, the present invention provides a collapse prevention construction control method for a special-shaped steel structure, which is used for a collapse prevention control system, and the collapse prevention control system includes:
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 settlement 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.
Optionally, the real-time sedimentation information includes 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.
Optionally, before the abnormal sedimentation information that does not meet the sedimentation qualification condition is screened from the at least two pieces of real-time sedimentation information, the method further includes 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.
Optionally, the real-time sedimentation information further includes 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.
Optionally, before the abnormal sedimentation information that does not meet the sedimentation qualification condition is screened from the at least two pieces of real-time sedimentation information, the method further includes 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.
Optionally, the adjusting device includes at least two jacks, the at least two jacks are arranged in parallel in the deformed steel structure, and the at least two jacks are arranged in one-to-one correspondence with the sensors;
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 deformed steel structure so that all the real-time settlement information conforms to the settlement qualified conditions.
Optionally, before the abnormal sedimentation information which does not meet the sedimentation qualification condition is screened from the at least two pieces of real-time sedimentation information, the method further 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.
In order to achieve the above object, in a second aspect, the present invention provides a collapse prevention construction control apparatus for a deformed steel structure, comprising:
the special-shaped steel structure collapse prevention construction control method comprises a processor, a memory and a special-shaped steel structure collapse prevention construction control program stored in the memory, wherein when the processor runs the special-shaped steel structure collapse prevention construction control program, the steps of the special-shaped steel structure collapse prevention construction control method in the first aspect are realized.
In order to achieve the above object, in a third aspect, the present invention provides a collapse prevention construction control system for a special-shaped steel structure, comprising:
the control apparatus of the second aspect; and
the control equipment is in communication connection with the adjusting device to control the adjusting 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 a special-shaped steel structure collapse prevention construction control program is stored on the computer-readable storage medium, and when being executed by a processor, the special-shaped steel structure collapse prevention construction control program implements the special-shaped steel structure collapse prevention construction control method according to the first aspect.
Has the advantages that:
according to the technical scheme, at least two sensors are arranged, the sensors are arranged on the special-shaped steel structure, and the adjusting device is correspondingly arranged at the position of the sensor, so that the special-shaped steel structure detecting and adjusting device has the function of detecting and adjusting the special-shaped steel structure, then the real-time sedimentation information of the special-shaped steel structure is collected through the sensors, the abnormal sedimentation information which does not accord with the qualified sedimentation condition is screened out from the real-time sedimentation information, then the adjusting device corresponding to the abnormal sedimentation information is controlled to adjust the special-shaped steel structure, and finally the real-time sedimentation information meets the qualified sedimentation condition. The sedimentation value of the special-shaped steel structure can be adjusted in time when the special-shaped steel structure sedimentation adjusting device is used, the sedimentation range of the special-shaped steel structure is guaranteed to be always in the preset sedimentation range, the hidden danger of collapse of the steel structure caused by accumulation of sedimentation errors is avoided, 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.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the structures shown in the drawings without creative efforts.
FIG. 1 is a schematic flow chart of an embodiment of the present invention;
FIG. 2 is a schematic flow chart of the present invention for obtaining standard pressure information;
FIG. 3 is a schematic flow chart of the present invention or standard displacement information;
FIG. 4 is a schematic flow chart of the early warning of the present invention;
FIG. 5 is a detailed view of the control device of the present invention;
FIG. 6 is a schematic view of the adjustment device installation of the present invention;
fig. 7 is a schematic structural view of a portion a in fig. 6.
The reference numbers indicate:
| reference numerals | Name (R) | Reference numerals | Name(s) |
| 100 | Sensor with a sensor element | 13 | |
| 1002 | |
15 | Adjusting |
| 1004 | |
1001 | Processor with a memory having a plurality of memory cells |
| 11 | |
1003 | User interface |
| 12 | |
1005 | |
| 200 | Steel structure |
The implementation, functional features and advantages of the objects of the present invention will be further explained with reference to the accompanying drawings.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that all the directional indicators (such as up, down, left, right, front, and rear … …) in the embodiment of the present invention are only used to explain the relative position relationship between the components, the movement situation, etc. in a specific posture (as shown in the drawing), and if the specific posture is changed, the directional indicator is changed accordingly.
In the present invention, unless otherwise expressly stated or limited, the terms "connected," "secured," and the like are to be construed broadly, and for example, "secured" may be a fixed connection, a removable connection, or an integral part; can be mechanically or electrically connected; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
In addition, if there is a description of "first", "second", etc. in an embodiment of the present invention, the description of "first", "second", etc. is for descriptive purposes only and is not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In addition, the meaning of "and/or" appearing throughout includes three juxtapositions, exemplified by "A and/or B" including either A or B or both A and B. In addition, technical solutions between various embodiments may be combined with each other, but must be realized by a person skilled in the art, and when the technical solutions are contradictory or cannot be realized, such a combination should not be considered to exist, and is not within the protection scope of the present invention.
At present, with the continuous development of building structures, more and more building structures have structural forms with modern and fantasy senses. For building landmark buildings in cities, the ornamental value of the appearance of the building structure is improved, and the steel structure glass curtain wall is widely applied to landmark buildings in various cities by virtue of the advantages of various shapes, construction safety, easy quality control, high construction speed and the like.
In the prior art, when a special-shaped steel structure curtain wall system is constructed, how to prevent the special-shaped steel structure curtain wall system from deviating, settling or collapsing is a technical problem to be solved urgently.
Therefore, the invention provides a collapse prevention construction control method, a storage medium and a device for a special-shaped steel structure, and aims to solve the technical problem that the collapse of the special-shaped steel structure cannot be effectively prevented when a special-shaped steel structure curtain wall is constructed in the prior art. According to the technical scheme, at least two sensors are arranged, the sensors are arranged on the special-shaped steel structure, and the adjusting device is correspondingly arranged at the position of the sensor, so that the special-shaped steel structure detecting and adjusting device has the function of detecting and adjusting the special-shaped steel structure, then the real-time sedimentation information of the special-shaped steel structure is collected through the sensors, the abnormal sedimentation information which does not accord with the qualified sedimentation condition is screened out from the real-time sedimentation information, then the adjusting device corresponding to the abnormal sedimentation information is controlled to adjust the special-shaped steel structure, and finally the real-time sedimentation information meets the qualified sedimentation condition. The sedimentation value of the special-shaped steel structure can be adjusted in time when the special-shaped steel structure sedimentation adjusting device is used, the sedimentation range of the special-shaped steel structure is guaranteed to be always in the preset sedimentation range, the hidden danger of collapse of the steel structure caused by accumulation of sedimentation errors is avoided, 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 will be further elucidated below in connection with some specific embodiments.
The invention provides a collapse prevention construction control method, a storage medium and a device for a special-shaped steel structure.
Referring to fig. 1 to 4, a first embodiment of the present invention is proposed.
In a first embodiment of the present invention, the method for controlling collapse prevention construction of a deformed steel structure is used for a collapse prevention control system, and the collapse prevention control system comprises:
at least two sensors 100, said sensors 100 being disposed on said profiled steel structure, a plurality of said sensors 100 being spaced apart from each other; and
the adjusting device 15 is arranged on the deformed steel structure, and the adjusting device 15 and the sensors 100 are arranged in a one-to-one correspondence manner;
the method comprises the following steps:
s100, acquiring real-time settlement information of the deformed steel structure, which is acquired by at least two sensors 100;
s200, screening abnormal sedimentation information which does not meet sedimentation qualified conditions from the at least two pieces of real-time sedimentation information;
s300, controlling an adjusting 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 qualified conditions.
The method comprises the steps of arranging at least two sensors 100, arranging the at least two sensors 100 on the special-shaped steel structure, and correspondingly arranging the adjusting device 15 at the position of the sensor 100, so that the method has the function of detecting and adjusting the special-shaped steel structure, then collecting real-time sedimentation information of the special-shaped steel structure through the at least two sensors 100, screening abnormal sedimentation information which does not accord with sedimentation qualified conditions from the at least two pieces of real-time sedimentation information, then controlling the adjusting device 15 corresponding to the abnormal sedimentation information to adjust the special-shaped steel structure, and finally enabling the real-time sedimentation information to meet the sedimentation qualified conditions. The sedimentation value of the special-shaped steel structure can be adjusted in time when the special-shaped steel structure sedimentation adjusting device is used, the sedimentation range of the special-shaped steel structure is guaranteed to be always in the preset sedimentation range, the hidden danger of collapse of the steel structure caused by accumulation of sedimentation errors is avoided, 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 particularly and specifically noted that in the present embodiment, the sensor 100 of the example is an existing sensor 100 capable of directly acquiring and recording real-time settlement information of a profiled steel structure, and the present embodiment is only applied to the sensor 100, and does not relate to improvement or design of the structure of the sensor 100 itself, so that specific structures and working principles of the sensor 100 are not described in detail herein.
In this embodiment, it is also specifically and explicitly stated that the adjusting device 15 in the example may be an existing device, apparatus, or structure that can directly adjust the special-shaped steel structure after receiving the abnormal settlement information collected by the sensor 100 in the example of this embodiment, and this embodiment is only applied to this device, and does not involve the improvement or design of the structure of the adjusting device 15 itself, so specific structures and working principles of the adjusting device 15 are not described in detail here. However, it can be exemplified that the adjusting device 15 exemplified in the present embodiment includes, but is not limited to, the following types: hydraulic jacks and the like.
In one embodiment, to enable those skilled in the art to more fully practice and understand the present invention, a detailed description of an exemplary adjustment device 15 of the present invention follows:
according to the pressure information monitored by the corresponding sensor 100 at the hydraulic jack, the pressure information is collected to a terminal monitoring computer through each monitoring information collecting system, and the data and the travel information of the pressure sensor 100 transmitted to the terminal through the field real-time network 12 are compared with the spatial positions of each monitoring point of the special-shaped steel structure, so that each monitoring point is kept within the displacement allowable range.
In order to ensure the installation safety of the main beam and the secondary beam, the terminal computer sets an abnormity alarm program, and when the pressure and displacement information of each monitoring point is abnormal, the PLC module of the hydraulic jack sends jack adjustment information and sends an alarm signal.
In order to ensure the working condition of the hydraulic jack at each monitoring point, a spherical monitoring device is arranged at each jack position; the working state of the jack is checked in real time through the monitoring device, the working abnormality of the jack is found, a warning is sent to the site in time, and the site installation operation is stopped to eliminate hidden dangers. The hydraulic jack workstation is provided with an automatic and manual switching button, and the switching is performed manually when necessary to ensure that the angle and the displacement of the component meet the requirements.
As shown in fig. 2, optionally, the real-time sedimentation information includes 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.
As shown in fig. 2, in an embodiment, optionally, before the step of screening the abnormal sedimentation information that does not meet the sedimentation qualification condition from the at least two pieces of real-time sedimentation information, the method further includes the following steps:
a100, creating a steel structure model corresponding to the special-shaped steel structure;
a200, adjusting first parameter information of the steel structure model to obtain preset pressure information;
a300, judging whether the preset pressure information meets a preset qualified condition or not;
and A400, if the preset pressure information meets a preset qualified condition, recording the preset pressure information to obtain standard pressure information.
In this embodiment, a steel structure model corresponding to the deformed steel structure is created by using computer software, a first parameter of the created steel structure model is adjusted by using the computer software to obtain preset pressure information, whether the preset pressure information meets a preset qualified condition is judged, and the preset pressure information meeting the preset qualified condition is recorded to obtain standard pressure information.
In an embodiment, it may be further clarified and explained that the computer software illustrated in this embodiment is a structure capable of directly creating the deformed steel structure model under the operation of a person skilled in the art, and this embodiment only applies the computer software, and does not relate to development or design of the computer software, so that the functions and the working principle of the computer software illustrated in this embodiment are not described in detail here. However, it can be exemplified that the computer software exemplified in the present embodiment includes, but is not limited to, the following types: the system comprises an Outk series modeling software, a Darson series modeling software, a Bentley series modeling software, solidworks, a tilt modeling software and the like.
As shown in fig. 3, optionally, the real-time settlement information further includes 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.
As shown in fig. 3, optionally, before the step of screening the abnormal sedimentation information that does not meet the sedimentation qualification condition from the at least two pieces of real-time sedimentation information, the method further includes the following steps:
b100, creating a steel structure model corresponding to the special-shaped steel structure;
b200, adjusting first parameter information of the steel structure model to obtain preset displacement information;
b300, judging whether the preset displacement information meets a preset qualified condition;
b400, if the preset displacement information meets the preset qualified condition, recording the preset displacement information to obtain standard displacement information.
In an embodiment, a steel structure model corresponding to the deformed steel structure is created by using computer software, a first parameter of the created steel structure model is adjusted by using the computer software to obtain preset displacement information, whether the preset displacement information meets a preset qualified condition is judged, and the preset displacement information meeting the preset qualified condition is recorded to obtain standard displacement information, so that the created model can be tested by using the computer software during implementation, and accurate standard displacement information is obtained finally.
Of course, in a modified embodiment, a steel structure model corresponding to the deformed steel structure may be created by using computer software, the created steel structure model is adjusted by using the computer software to obtain preset displacement information and preset pressure information, then, whether the preset displacement information and the preset pressure information both meet the preset qualified condition is judged, and finally, the preset displacement information and the preset pressure information meeting the preset qualified condition are recorded to obtain standard displacement information and standard pressure information, so that the created model can be tested by using the computer software during implementation, and accurate standard displacement information and standard pressure information can be obtained finally. And finally, judging whether the real-time pressure information and the real-time displacement information both meet the sedimentation qualification condition or not at the same time during implementation. By adopting the method, the collapse prevention efficiency of the invention can be effectively improved.
Optionally, the adjusting device 15 includes at least two jacks, the at least two jacks are all arranged in parallel in the deformed steel structure, and the at least two jacks are all arranged in one-to-one correspondence with the sensors 100;
the adjusting device 15 for controlling the abnormal settlement information to adjust the deformed steel structure so that all the real-time settlement information conforms to the qualified settlement conditions comprises the following steps:
and controlling at least one adjusting 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 qualified conditions.
In this embodiment, when the real-time settlement information does not meet the settlement qualified condition, the adjusting device 15 corresponding to the abnormal settlement information is controlled to adjust the special-shaped steel structure, so that the point position of the abnormal settlement information of the special-shaped steel structure can be directly adjusted in implementation, the adjusting effect of the special-shaped steel structure is effectively improved, and the hidden danger of collapse caused by accumulation of settlement values due to excessive change of the real-time settlement information at part of the positions of the steel structure is avoided.
As shown in fig. 4, optionally, before the step of screening the abnormal sedimentation information which does not meet the sedimentation qualification condition from the at least two pieces of real-time sedimentation information, the method further comprises the following steps,
s201, observing the real-time working state of the adjusting device 15;
s202, judging whether the real-time working state meets a target working state or not;
s203, when the real-time working state does not meet the target working state, controlling the early warning device corresponding to the real-time working state which does not meet the target working state to perform early warning.
In the embodiment, by observing the real-time working state of the adjusting device 15, and then judging whether the real-time working state meets the target working state, when the real-time working state does not meet the target working state, the early warning device corresponding to the real-time working state which does not meet the target working state is controlled to perform early warning, so that the working state of the adjusting device 15 can be rapidly and accurately detected and evaluated in implementation, the hidden danger of collapse caused by excessive settlement of the special-shaped steel structure due to the fault hidden danger of the adjusting device 15 per se is effectively avoided, and the safety performance of the invention is effectively improved.
Based on the same inventive concept, another embodiment of the present invention is provided, referring to fig. 5, the present invention provides a collapse prevention construction control apparatus 13 for a special-shaped steel structure, comprising:
a processor 1001, a memory 1005 and a special-shaped steel structure collapse prevention construction control program stored in the memory 1005, wherein when the processor 1001 runs the special-shaped steel structure collapse prevention construction control program, the steps of the special-shaped steel structure collapse prevention construction control method of the first aspect are realized.
Referring to fig. 5, fig. 5 is a schematic structural diagram of the construction control equipment 13 for preventing collapse of a special-shaped steel structure in a hardware operating environment according to an embodiment of the present application.
As shown in fig. 5, the cast terminal may include: a processor 1001, such as a Central Processing Unit (CPU), a communication bus 1002, a user interface 1003, a network interface 1004, and a memory 1005. Wherein a communication bus 1002 is used to enable connective 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, a wireless interface. The network interface 1004 may optionally include a standard wired interface, a WIreless interface (e.g., a WIreless-FIdelity (WI-FI) interface). The Memory 1005 may be a Random Access Memory (RAM) Memory, or may be a Non-Volatile Memory (NVM), such as a disk Memory. The memory 1005 may alternatively be a storage device separate from the processor 1001.
Those skilled in the art will appreciate that the configuration shown in fig. 5 does not constitute a limitation of the control device and may include more or fewer components than those shown, or some components may be combined, or a different arrangement of components.
Based on the same inventive concept, another embodiment of the present invention is provided, referring to fig. 6, the present invention provides a collapse prevention construction control system for a special-shaped steel structure, comprising:
the control apparatus of the second aspect; and
the control equipment is in communication connection with the adjusting device to control the adjusting device to adjust the special-shaped steel structure.
Referring to fig. 5, fig. 5 is a schematic diagram of an architecture of a special-shaped steel structure collapse prevention construction control system according to an exemplary embodiment. As shown in fig. 1, the construction control system for preventing collapse of a deformed steel structure may include a server 11, a network 12, a control device 13, and an adjusting apparatus 15.
The server 11 may be a physical server comprising a separate host, or the server 11 may be a virtual server carried by a cluster of hosts. In the operation process, the server 11 may operate a server-side program of a certain application to implement a related service function of the application, for example, when the control device 13 enters the real-time settlement information, the server 11 may serve as a server for entering the application of the real-time settlement information to support the control device 13 to complete the work of entering the real-time settlement information.
The 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 may interact with the server 11 via the network 12 and the regulating means 15 may interact with the server 11 via the network 12.
The control device 13 may comprise an electronic device of the type such as: smart phones, tablet devices, notebook computers, palm tops (PDAs), etc., to which one or more embodiments of the present disclosure are not limited. During operation, the control device 13 may operate a program on the collapse prevention construction control side of the deformed steel structure to implement the relevant business functions of the application. And it is understood that in other embodiments, the control device 13 may run some applications loaded with functions of displaying and modifying, for example, when the control device 13 runs the recommended treatment plan retrieval program, the control device 13 may implement a client for displaying the collapse prevention construction control of the deformed steel structure.
The adjustment device 15 may be a hydraulic jack including, for example, the type described below, to which one or more embodiments of the present disclosure are not limited. During operation, the regulating means 15 may run a program that checks the transmission of the checking result to implement the relevant service function of the application.
Based on the same inventive concept, a further embodiment of the present invention is provided, referring to fig. 6, in which a computer-readable storage medium is stored, and the computer-readable storage medium is characterized in that a special-shaped steel structure collapse prevention construction control program is stored on the computer-readable storage medium, and when being executed by a processor, the special-shaped steel structure collapse prevention construction control program implements the special-shaped steel structure collapse prevention construction control method according to the first aspect.
As shown in fig. 6, the memory 1005, which is a storage medium, may include therein an operating system, a data storage module, a network communication module, a user interface module, and a special-shaped steel structure collapse prevention construction control program.
In the collapse prevention construction control terminal for the deformed steel structure shown in fig. 6, the network interface 1004 is mainly used for data communication with a network server; the user interface 1003 is mainly used for data interaction with a user; the processor 1001 and the memory 1005 in the special-shaped steel structure collapse prevention construction control terminal can be arranged in the special-shaped steel structure collapse prevention construction control terminal, the special-shaped steel structure collapse prevention construction control terminal calls the special-shaped steel structure collapse prevention construction control program stored in the memory 1005 through the processor 1001, and the special-shaped steel structure collapse prevention construction control method provided by the embodiment of the application is executed.
It should be noted that, although a logical order is shown in the flow chart, in some cases, the steps shown or described may be performed in an order different than that shown or described herein.
In addition, the embodiment of the present application further provides a computer storage medium, where the storage medium stores a special-shaped steel structure collapse prevention construction control program, and when the special-shaped steel structure collapse prevention construction control program is executed by a processor, the steps of the special-shaped steel structure collapse prevention construction control method as above are implemented. Therefore, a detailed description thereof will be omitted. In addition, the beneficial effects of the same method are not described in detail. For technical details not disclosed in embodiments of the computer-readable storage medium referred to in the present application, reference is made to the description of embodiments of the method of the present application. It is determined that, by way of example, the program instructions may be deployed to be executed on one computing device or on multiple computing devices at one site or distributed across multiple sites and interconnected by a communication network.
It will be understood by those skilled in the art that all or part of the processes of the methods of the embodiments described above can be implemented by a computer program, which can be stored in a computer-readable storage medium, and when executed, can include the processes of the embodiments of the methods described above. The storage medium may be a magnetic disk, an optical disk, a Read-Only Memory (ROM), a Random Access Memory (RAM), or the like.
It should be noted that the above-described embodiments of the apparatus are merely schematic, where units illustrated as separate components may or may not be physically separate, and components illustrated as units may or may not be physical units, may be located in one place, or may be distributed on multiple network units. Some or all of the modules may be selected according to actual needs to achieve the purpose of the solution of this embodiment. In addition, in the drawings of the embodiments of the apparatus provided in the present application, the connection relationship between the modules indicates that there is a communication connection therebetween, and may be implemented as one or more communication buses or signal lines. One of ordinary skill in the art can understand and implement it without inventive effort.
Through the above description of the embodiments, those skilled in the art will clearly understand that the present application can be implemented by software plus necessary general-purpose hardware, and certainly can also be implemented by special-purpose hardware including special-purpose integrated circuits, special-purpose CPUs, special-purpose memories, special-purpose components and the like. Generally, functions performed by computer programs can be easily implemented by corresponding hardware, and specific hardware structures for implementing the same functions may be various, such as analog circuits, digital circuits, or dedicated circuits. However, for the present application, the implementation of a software program is more preferable. Based on such understanding, the technical solutions of the present application may be embodied in the form of a software product, where the computer software product is stored in a readable storage medium, such as a floppy disk, a usb disk, a removable hard disk, a Read-only memory (ROM), a random-access memory (RAM), a magnetic disk or an optical disk of a computer, and includes instructions for enabling a computer device (which may be a personal computer, a server, or a network device) to execute the methods of the embodiments of the present application.
The above description is only an alternative embodiment of the present invention, and not intended to limit the scope of the present invention, and all modifications and equivalents of the present invention, which are made by the contents of the present specification and the accompanying drawings, or directly/indirectly applied to other related technical fields, are included in the scope 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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Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003253693A (en) * | 2002-03-04 | 2003-09-10 | Matsuo Construction Co Ltd | Level regulation method for building and settlement measurement device |
| CN101294389A (en) * | 2008-02-22 | 2008-10-29 | 中建国际建设有限公司 | Steel shotcrete support internal force self-compensation, displacement control system and control method |
| CN102642790A (en) * | 2012-04-19 | 2012-08-22 | 赵皓 | Hydraulic jacking system controlled by computer |
| CN202810183U (en) * | 2012-08-03 | 2013-03-20 | 重庆大学 | Automatic monitoring system for high and large formwork support system construction |
| CN203799209U (en) * | 2014-01-21 | 2014-08-27 | 福建师范大学 | Intelligent jack remote control system |
| CN108153979A (en) * | 2017-12-26 | 2018-06-12 | 深圳市城市公共安全技术研究院有限公司 | Deformation information extraction method based on InSAR, terminal and storage medium |
| CN208266878U (en) * | 2017-12-14 | 2018-12-21 | 上海天演建筑物移位工程股份有限公司 | Pattern foundation pit supporting structure intelligence support device |
| CN111324923A (en) * | 2020-02-05 | 2020-06-23 | 石家庄铁道大学 | Real-time monitoring method, device and system for bridge pushing structure |
| CN111622528A (en) * | 2020-06-23 | 2020-09-04 | 上海市机械施工集团有限公司 | Servo axial force steel supporting device and construction method |
| CN211496802U (en) * | 2019-06-24 | 2020-09-15 | 武汉隆立洋液压工程有限公司 | Intelligent servo steel supporting system |
| CN112049433A (en) * | 2020-08-11 | 2020-12-08 | 上海隧道工程有限公司 | Steel truss pushing attitude control equipment and attitude control method thereof |
| CN212899239U (en) * | 2020-08-07 | 2021-04-06 | 上海同磊土木工程技术有限公司 | Steel support axial force servo system |
| CN112648146A (en) * | 2020-12-18 | 2021-04-13 | 华能煤炭技术研究有限公司 | Tower frame deviation rectifying method, device and system |
| CN112883478A (en) * | 2021-03-16 | 2021-06-01 | 哈尔滨工业大学（深圳） | Steel structure displacement prediction method and device, terminal equipment and system |
| CN113128851A (en) * | 2021-04-02 | 2021-07-16 | 深圳市城市公共安全技术研究院有限公司 | Construction risk assessment method, device and equipment and computer readable storage medium |
-
2022
- 2022-04-26 CN CN202210444856.2A patent/CN114809389A/en active Pending
Patent Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003253693A (en) * | 2002-03-04 | 2003-09-10 | Matsuo Construction Co Ltd | Level regulation method for building and settlement measurement device |
| CN101294389A (en) * | 2008-02-22 | 2008-10-29 | 中建国际建设有限公司 | Steel shotcrete support internal force self-compensation, displacement control system and control method |
| CN102642790A (en) * | 2012-04-19 | 2012-08-22 | 赵皓 | Hydraulic jacking system controlled by computer |
| CN202810183U (en) * | 2012-08-03 | 2013-03-20 | 重庆大学 | Automatic monitoring system for high and large formwork support system construction |
| CN203799209U (en) * | 2014-01-21 | 2014-08-27 | 福建师范大学 | Intelligent jack remote control system |
| CN208266878U (en) * | 2017-12-14 | 2018-12-21 | 上海天演建筑物移位工程股份有限公司 | Pattern foundation pit supporting structure intelligence support device |
| CN108153979A (en) * | 2017-12-26 | 2018-06-12 | 深圳市城市公共安全技术研究院有限公司 | Deformation information extraction method based on InSAR, terminal and storage medium |
| CN211496802U (en) * | 2019-06-24 | 2020-09-15 | 武汉隆立洋液压工程有限公司 | Intelligent servo steel supporting system |
| CN111324923A (en) * | 2020-02-05 | 2020-06-23 | 石家庄铁道大学 | Real-time monitoring method, device and system for bridge pushing structure |
| CN111622528A (en) * | 2020-06-23 | 2020-09-04 | 上海市机械施工集团有限公司 | Servo axial force steel supporting device and construction method |
| CN212899239U (en) * | 2020-08-07 | 2021-04-06 | 上海同磊土木工程技术有限公司 | Steel support axial force servo system |
| CN112049433A (en) * | 2020-08-11 | 2020-12-08 | 上海隧道工程有限公司 | Steel truss pushing attitude control equipment and attitude control method thereof |
| CN112648146A (en) * | 2020-12-18 | 2021-04-13 | 华能煤炭技术研究有限公司 | Tower frame deviation rectifying method, device and system |
| CN112883478A (en) * | 2021-03-16 | 2021-06-01 | 哈尔滨工业大学（深圳） | Steel structure displacement prediction method and device, terminal equipment and system |
| CN113128851A (en) * | 2021-04-02 | 2021-07-16 | 深圳市城市公共安全技术研究院有限公司 | Construction risk assessment method, device and equipment and computer readable storage medium |
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