CN114809388A - Special-shaped steel structure curtain wall system, construction system and construction method thereof - Google Patents
Special-shaped steel structure curtain wall system, construction system and construction method thereof Download PDFInfo
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- CN114809388A CN114809388A CN202210444847.3A CN202210444847A CN114809388A CN 114809388 A CN114809388 A CN 114809388A CN 202210444847 A CN202210444847 A CN 202210444847A CN 114809388 A CN114809388 A CN 114809388A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 251
- 239000010959 steel Substances 0.000 title claims abstract description 251
- 238000010276 construction Methods 0.000 title claims abstract description 104
- 230000002159 abnormal effect Effects 0.000 claims abstract description 64
- 238000001514 detection method Methods 0.000 claims abstract description 40
- 238000000034 method Methods 0.000 claims description 28
- 238000006073 displacement reaction Methods 0.000 claims description 22
- 238000012216 screening Methods 0.000 claims description 20
- 230000015654 memory Effects 0.000 claims description 9
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- 238000000429 assembly Methods 0.000 claims description 6
- 238000004891 communication Methods 0.000 claims description 6
- 230000006870 function Effects 0.000 description 10
- 230000008569 process Effects 0.000 description 9
- 238000005259 measurement Methods 0.000 description 7
- 206010066054 Dysmorphism Diseases 0.000 description 6
- 238000012937 correction Methods 0.000 description 6
- 238000012544 monitoring process Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 5
- 238000004062 sedimentation Methods 0.000 description 5
- 238000013461 design Methods 0.000 description 4
- 230000006872 improvement Effects 0.000 description 4
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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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Abstract
The invention relates to the technical field of civil engineering construction, in particular to a special-shaped steel structure curtain wall system, a construction system and a construction method thereof. By arranging the state detection assembly and the adjusting assembly, the state detection assembly is utilized to acquire at least one piece of current state information of the special-shaped steel structure curtain wall system, then abnormal state information which does not meet preset conditions is screened out from the current state information, and then the adjusting assembly corresponding to the abnormal state information is controlled to carry out conditions on the steel structure curtain wall structure corresponding to the adjusting assembly, so that all the current state information meet the corresponding preset conditions.
Description
Technical Field
The invention relates to the technical field of civil engineering construction, in particular to a special-shaped steel structure curtain wall system, a construction system and a construction method thereof.
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 related art, how to ensure the construction precision of a special-shaped steel structure curtain wall system is a technical problem to be solved urgently.
Disclosure of Invention
The invention mainly aims to provide a special-shaped steel structure curtain wall system, a construction system and a construction method thereof, and aims to solve the technical problem that the construction precision of the special-shaped steel structure curtain wall system is difficult to guarantee in the related technology.
In order to achieve the above object, in a first aspect, the present invention provides a construction method of a special-shaped steel structure curtain wall system, which is used for a construction control system of the special-shaped steel structure curtain wall system, and the special-shaped steel structure curtain wall system comprises: the curtain wall structure comprises at least two steel structure curtain wall structures, wherein each steel structure curtain wall structure comprises a steel upright post, a steel structure unit and a curtain wall unit, the steel structure units are arranged on the steel upright posts, the curtain wall units are arranged on the steel structure units, and the curtain wall units correspond to the steel structure units one by one; the joint of the steel structure unit and the steel upright post is provided with a node;
the construction control system includes:
the state detection assembly is arranged on one of the at least two steel structure curtain wall structures or the node; and
the adjusting assembly is arranged on the steel structure curtain wall structure and corresponds to the state detecting assembly;
the construction method comprises the following steps:
controlling the state detection assembly to acquire at least one piece of current state information of the deformed steel structure curtain wall system;
screening abnormal state information which does not meet preset conditions from at least one piece of current state information;
and controlling the steel structure curtain wall structure corresponding to the adjusting assembly corresponding to the abnormal state information to adjust so that all the current state information meets the corresponding preset conditions.
Optionally, the state detection component includes a measurement device, the adjustment component includes a deviation rectification device, and the current state information includes current position information;
the step of controlling the state detection assembly to acquire at least one current state information of the deformed steel structure curtain wall system comprises the following steps:
controlling the measuring equipment to acquire at least one piece of current position information of the deformed steel structure curtain wall system;
the step of controlling the adjusting component corresponding to the abnormal state information to adjust the steel structure curtain wall structure so that all the current state information meets the corresponding preset conditions comprises the following steps:
and controlling the deviation rectifying equipment corresponding to the abnormal position information to adjust the corresponding steel structure curtain wall structure so that all the current position information meets the corresponding preset conditions.
Optionally, the current location information comprises real-time central axis information;
the step of screening the abnormal state information which does not meet the preset condition from at least one piece of current state information comprises the following steps:
and screening abnormal central axis information which is not equal to the corresponding standard central axis information from the real-time central axis information.
Optionally, the current location information includes real-time center coordinate information;
the step of screening the abnormal state information which does not meet the preset condition from at least one piece of current state information comprises the following steps:
and screening abnormal center coordinate information which is not equal to the corresponding standard center coordinate information from the real-time center coordinate information.
Optionally, the state detection component includes a displacement sensor, and the current state information includes current settlement information;
the step of controlling the state detection assembly to acquire at least one current state information of the deformed steel structure curtain wall system comprises the following steps:
controlling the displacement sensor to acquire at least one piece of current settlement information of the deformed steel structure curtain wall system;
the adjustment assembly comprises an adjustment device;
the step of controlling the adjusting component corresponding to the abnormal state information to adjust the steel structure curtain wall structure so that all the current state information meets the corresponding preset conditions comprises the following steps:
and controlling the adjusting equipment corresponding to the abnormal state information to adjust the corresponding steel structure curtain wall structure so that all the current settlement information meets the corresponding preset conditions.
Optionally, the adjusting device includes at least two jacks, the at least two jacks are arranged in parallel at the node, and the at least two jacks are arranged in one-to-one correspondence with the displacement sensors;
and controlling the adjusting equipment corresponding to the abnormal state information to adjust the corresponding steel structure curtain wall structure so that all the current settlement information meets the corresponding preset conditions, wherein the step comprises the following steps of:
and controlling the jack corresponding to the abnormal settlement information to adjust the corresponding special-shaped steel structure curtain wall structure so that all the current settlement information meets the corresponding preset conditions.
Optionally, the system further comprises early warning components, wherein the early warning components are arranged on the nodes and correspond to the adjusting components one to one;
before the step of screening the abnormal state information which does not meet the preset condition from the at least one piece of current state information, the method further comprises the following steps:
collecting real-time working states of all the adjusting components;
screening the adjusting components with abnormal working states from all the adjusting components corresponding to the real-time working states;
and controlling the early warning component corresponding to the adjusting component in the abnormal working state to perform early warning.
Optionally, before the step of controlling the state detection assembly to collect at least one current state information of the deformed steel structure curtain wall system, the method further includes:
creating a three-dimensional model corresponding to the deformed steel structure curtain wall structure;
adjusting first parameter information of the three-dimensional model to obtain preset state information;
judging whether the preset state information meets preset qualified conditions or not;
and if the preset state information meets the preset qualified condition, recording the preset state information to obtain the preset condition.
Based on the same inventive concept, in a second aspect, the invention provides a construction system of a special-shaped steel structure curtain wall system, comprising:
the state detection assembly is arranged on one of the at least two steel structure curtain wall structures or the node;
the adjusting assembly is arranged on the steel structure curtain wall structure and corresponds to the state detecting assembly; and
dysmorphism steel construction curtain system construction control system, dysmorphism steel construction curtain system construction control system respectively with state detection component and adjusting part communication connection, dysmorphism steel construction curtain system construction control system includes the treater, memory and stores in dysmorphism steel construction curtain system construction control program in the memory, dysmorphism steel construction curtain system construction control program is realized the first aspect by the step of the construction method of dysmorphism steel construction curtain system when the treater operation.
Based on the same inventive concept, in a third aspect, the invention provides a special-shaped steel structure curtain wall system, which is obtained by adopting the construction system of the special-shaped steel structure curtain wall system in the second aspect.
Has the advantages that:
according to the technical scheme, the state detection assembly and the adjusting assembly are arranged, the state detection assembly is used for collecting at least one piece of current state information of the special-shaped steel structure curtain wall system, then abnormal state information which does not meet preset conditions is screened out from the current state information, and then the adjusting assembly corresponding to the abnormal state information is controlled to carry out conditions on the steel structure curtain wall structure corresponding to the adjusting assembly, so that all the current state information meet the corresponding preset conditions.
Drawings
In order to more clearly illustrate the embodiments or technical solutions of the present invention, the drawings used in the embodiments or technical solutions of 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 structural view of the special-shaped steel curtain wall structure of the invention;
FIG. 3 is a schematic view of the structure of part A in FIG. 2;
FIG. 4 is a schematic structural view of a profiled steel structural curtain wall system of the present invention;
FIG. 5 is a flow chart of a construction system of the deformed steel structure curtain wall system of the invention;
fig. 6 is a flow chart of the construction control system of the deformed steel structure curtain wall system in fig. 5.
The reference numbers illustrate:
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 interconnected within two elements or in a relationship where two elements interact with each other unless otherwise specifically limited. The specific meanings of the above terms in the present invention can be understood according to specific situations by those of ordinary skill in the art.
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" and including either A or B or both A and B being equal. In addition, technical solutions between the embodiments may be combined with each other, but must be based on the realization of the technical solutions by a person skilled in the art, and when the technical solutions are contradictory to each other 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 rectify the special-shaped steel structure curtain wall is a technical problem to be solved urgently to ensure the construction precision of the special-shaped steel structure curtain wall system.
The inventive concept of the present invention will be further elucidated below in connection with some specific embodiments.
The invention provides a special-shaped steel structure curtain wall system, a construction system and a construction method thereof.
Referring to fig. 1, 2, and 3, a first embodiment of the present invention is proposed.
In a first embodiment of the present invention, the construction method of a special-shaped steel curtain wall system is used for a construction control system of the special-shaped steel curtain wall system, and the special-shaped steel curtain wall system includes: the curtain wall structure comprises at least two steel structure curtain wall structures, wherein each steel structure curtain wall structure comprises a steel upright 100, a steel structure unit 200 and a curtain wall unit 300, the steel structure units 200 are arranged on the steel upright 100, the curtain wall units 300 are arranged on the steel structure units 200, and the curtain wall units 300 correspond to the steel structure units 200 one by one; the joint of the steel structure unit 200 and the steel upright 100 is provided with a node; the construction control system comprises a state detection assembly 400, wherein the state detection assembly 400 is arranged on one of the at least two steel structure curtain wall structures or a node; and the adjusting assembly 500, the adjusting assembly 500 is arranged on the steel structure curtain wall structure, and the adjusting assembly 500 is arranged corresponding to the state detecting assembly 400.
In this embodiment, the construction method includes:
s100, collecting at least one current state information of the special-shaped steel structure curtain wall system by the control state detection assembly 400;
in this embodiment, the control state detecting assembly 400 first obtains at least one current state information of the special-shaped steel structure curtain wall system, and then obtains a real-time state of the special-shaped steel structure curtain wall system by using the current state information, so as to ensure the construction precision when the special-shaped steel structure curtain wall system is constructed.
It should be noted that the condition detecting assembly 400 illustrated in the present embodiment is used to detect the condition of the profiled steel structure curtain wall system during construction, and the construction accuracy is ensured by collecting the condition of the profiled steel structure curtain wall system.
S200, screening abnormal state information which does not meet preset conditions from at least one piece of current state information;
in this embodiment, when at least one abnormal state information which does not satisfy the preset condition is screened from the current state information, the screening is performed according to the type of the collected current state information. As an example, the current state information includes, but is not limited to, current state information, current settlement information, current coordinate information, current axis information, and the like.
S300, controlling the adjusting assembly 500 corresponding to the abnormal state information to adjust the corresponding steel structure curtain wall structure, so that all current state information meet corresponding preset conditions.
By arranging the state detection assembly 400 and the adjusting assembly 500, the state detection assembly 400 is utilized to acquire at least one piece of current state information of the special-shaped steel structure curtain wall system, then abnormal state information which does not meet preset conditions is screened out from the current state information, and then the adjusting assembly 500 corresponding to the abnormal state information is controlled to carry out conditions on the corresponding steel structure curtain wall structure, so that all the current state information meet the corresponding preset conditions.
Referring to fig. 3, in some embodiments, the status detection component 400 includes a measurement device, and the current status information includes current location information; the step of controlling the state detection assembly 400 to acquire at least one current state information of the deformed steel structure curtain wall system comprises the following steps: controlling a measuring device to acquire at least one piece of current position information of the special-shaped steel structure curtain wall system; a100, the adjusting assembly 500 comprises a deviation rectifying device; a300, controlling the adjusting component 500 corresponding to the abnormal state information to adjust the corresponding steel structure curtain wall structure, so that all the current state information meet the corresponding preset conditions, including: and controlling the deviation rectifying equipment corresponding to the abnormal state information to adjust the corresponding steel structure curtain wall structure so that all the current position information meet the corresponding preset conditions.
In this embodiment, as shown in fig. 1, at least one node is disposed on a steel structural frame, the steel structural frame is then placed on a steel column 100, and the node is in contact with the steel column 100, and then a measurement device and a deviation correction device are disposed between the node and the steel column 100, the real-time status information of the at least one node is obtained through the at least one measurement device, and whether the real-time status information is equal to the standard status information is determined. By the arrangement scheme, the method can be used for detecting and acquiring real-time state information of the special-shaped steel structure in construction in real time, and can be used for correcting the deviation of the nodes which are not equal to the standard state information in real time by using the deviation correcting equipment, so that the technical problem that the installation precision of the special-shaped steel structure is poor due to the fact that the special-shaped steel structure cannot be corrected when the special-shaped steel structure is constructed in the prior art is solved, the purpose of correcting the special-shaped steel structure in construction in real time is achieved, and the construction precision of the special-shaped steel structure is improved.
It should be noted that, in the present embodiment, the nodes of the example refer to the points of the deformed steel structural frame stressed during the use process; it can be further stated that the nodes exemplified in the present embodiment include, but are not limited to, the force bearing points of the deformed steel structural frame, the joints of the deformed steel structural frame and the steel columns 100, and the like.
In this embodiment, the measurement device in the example refers to an existing device or apparatus capable of directly obtaining real-time status information of a node, and the present invention is only applied to the existing device and does not relate to improvement or design of the structure of the measurement device, so that details are not repeated here. However, it can be exemplified that exemplary measurement devices include, but are not limited to, the following types: total stations, GPS, etc. However, it may be further explained that the measuring device in the example is not limited to the device or apparatus capable of directly acquiring the real-time status information of the node, such as the total station or the GPS in the foregoing example, but may also be a device or apparatus capable of directly overlapping the real-time status information with the standard status information or enabling the real-time status information to be the standard status information. When the measuring equipment is the equipment or the device, the deviation correcting equipment can be directly used for correcting the deviation of the special-shaped steel structural frame, and the measuring equipment which can realize the function comprises but is not limited to the following types: laser plumb lines, laser levels, and the like. In this embodiment, the deviation rectifying device is an existing device or equipment capable of performing movement deviation rectifying on the steel structure frame and the steel upright 100, and the deviation rectifying device is only applied to the device, and does not involve improvement or redesign of the structure of the deviation rectifying device, so that the details are not repeated here. However, it can be exemplified that the deviation rectifying device exemplified in the present embodiment includes, but is not limited to, the following types: a lifting device, a hydraulic jacking device and the like.
It should be further clarified and explained that the deformed steel structure illustrated in this embodiment is an integral structure formed by combining at least one steel column 100 and a steel structure frame, and during the process of performing the deviation rectification on the deformed steel structure, the deviation rectification process on the steel column 100 and the deviation rectification process on the steel structure frame are involved. The steel structure frame exemplified in the present embodiment is a structure formed by combining several rigid structural units and having a surface shape of a special shape (e.g., an arch shape, a broken line shape, a curved surface, etc.). As an example, in the present embodiment, the shape of the illustrated steel structural frame is a structure composed of four triangular steel structural units 200 and one quadrangular unit.
As an option of this embodiment, the current position information includes real-time central axis information; at this time, the method includes the steps of:
S100A, controlling the state detection assembly 400 to acquire real-time central axis information of the steel upright 100;
S200A, screening abnormal central axis information which is not equal to the corresponding standard central axis information from the real-time central axis information;
S300A, controlling the deviation rectifying equipment corresponding to the abnormal central axis information to regulate the steel upright post 100 corresponding to the abnormal central axis information so that all real-time central axis information are equal to the corresponding preset conditions.
Specifically, as shown in fig. 2, firstly, the real-time central axis information of the steel column 100 is passed, then the abnormal central axis information which is not equal to the preset condition is screened out from the real-time state information, and then the deviation rectifying equipment is controlled to rectify the steel column 100 corresponding to the abnormal central axis information, so that the real-time central axis information corresponding to all the steel columns 100 is equal to the preset condition; real-time status information of the nodes is then collected. Through the process, the function of accurately rectifying deviation of the steel upright column 100 and each node is realized during implementation of the method, and the installation accuracy of the whole special-shaped steel structure curtain wall system is effectively improved. By acquiring the real-time central axis information of the steel upright post 100, whether the real-time central axis of the steel upright post 100 is aligned with the standard central axis can be directly observed during implementation of the method, and the detection difficulty during deviation correction is reduced.
As another option of this embodiment, the current location information includes real-time center coordinate information; S100B, the control state detection assembly 400 collects real-time central coordinate information of the steel upright 100;
S200B, screening abnormal center coordinate information which is not equal to the corresponding standard center coordinate information from the real-time center coordinate information;
S300B, controlling the deviation rectifying equipment corresponding to the abnormal center coordinate information to regulate the steel upright post 100 corresponding to the abnormal center coordinate information so that all real-time center coordinate information are equal to the corresponding preset conditions.
In the embodiment, by acquiring the real-time central coordinate information of the steel upright 100, whether the central coordinate information is the same or not can be detected when the device is used, and the deviation rectification precision of the device is effectively improved when the device is used for deviation rectification.
The node is formed on the steel structure curtain wall structure and is in contact with the steel upright post 100, measuring equipment and deviation rectifying equipment are arranged between the node and the steel upright post 100, real-time state information of at least one node is obtained through the at least one measuring equipment, whether the real-time state information is equal to standard state information or not is judged, when the real-time state information is not equal to the standard state information, the node which is not equal to the standard state information is rectified through the deviation rectifying equipment, and finally the real-time state information of all the nodes is equal to the standard state information. The method can be used for detecting and acquiring the real-time state information of the special-shaped steel structure in construction in real time, and correcting the deviation of the nodes which are not equal to the standard state information in real time by using the deviation correcting equipment in real time, so that the technical problem that the installation precision of the special-shaped steel structure is poor due to the fact that the deviation of the special-shaped steel structure cannot be corrected when the special-shaped steel structure is constructed in the prior art is solved, the purpose of correcting the special-shaped steel structure in construction in real time is achieved, and the construction precision of the special-shaped steel structure is improved.
For one embodiment, the status detection component 400 includes a displacement sensor and the current status information includes current settlement information.
The step of controlling the state detection assembly 400 to acquire at least one current state information of the deformed steel structure curtain wall system comprises the following steps:
and B100, controlling the displacement sensor to acquire at least one piece of current settlement information of the deformed steel structure curtain wall system.
The displacement sensor is arranged on the steel structure curtain wall structure, and the adjusting device is correspondingly arranged at the position of the displacement sensor, so that the invention has the function of detecting and adjusting the steel structure curtain wall structure, then the real-time settlement information of the special-shaped steel structure is acquired through at least two displacement sensors, the abnormal settlement information which does not accord with the preset condition is screened out from at least two pieces of real-time settlement information, then the adjusting device corresponding to the abnormal state information is controlled to adjust the steel structure curtain wall structure, and finally the real-time state information meets the preset condition. The method can adjust the sedimentation value of the special-shaped steel structure in time when in use, ensures that the sedimentation range of the special-shaped steel structure is always in the preset sedimentation range, avoids the hidden trouble of collapse of the steel structure curtain wall structure caused by accumulation of sedimentation errors, improves the stability of the special-shaped steel structure curtain wall system, and achieves the purpose of preventing the collapse of the special-shaped steel structure curtain wall system.
It should be particularly and definitely noted that, in this embodiment, the displacement sensor of the example is an existing displacement sensor capable of directly collecting and recording real-time state information of the deformed steel structure, and this embodiment is only applied to this displacement sensor, and does not involve improvement or design of the structure of the displacement sensor itself, so specific structures and working principles of the displacement sensor are not described herein again one by one.
In this embodiment, it is also specifically and explicitly stated that the example adjusting device may be an existing device, apparatus, or structure that can directly adjust the special-shaped steel structure after receiving the abnormal state information acquired by the displacement sensor 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 example adjusting device itself, so specific structures and working principles of the adjusting device are not described in detail here. However, it can be exemplified that the adjusting device exemplified in the present embodiment includes, but is not limited to, the following types: hydraulic jacks and the like. In this embodiment, it can be explicitly stated that the preset condition may be, but is not limited to, a preset sedimentation range, etc.
In some embodiments, in order to enable those skilled in the art to more thoroughly implement and understand the present invention, a detailed description of an exemplary adjustment device of the present invention follows:
according to the pressure information monitored by the corresponding displacement sensor at the hydraulic jack, the pressure information is collected to a terminal monitoring computer through each monitoring information collection system, and the data and the stroke information of the pressure displacement sensor transmitted to the terminal through a field real-time network are compared with the spatial positions of each monitoring point of the special-shaped steel structure, so that each monitoring point is kept within a settlement 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 alarm is sent to the site when the jack is found to work abnormally, 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.
The adjustment assembly 500 includes an adjustment device; the adjusting part 500 that the control abnormal state information corresponds adjusts the steel construction curtain wall structure that corresponds to make all current state information all satisfy the step of corresponding preset condition, include: b300, controlling adjusting equipment corresponding to the abnormal state information to adjust the corresponding steel structure curtain wall structure so that all current settlement information meet corresponding preset conditions.
In some embodiments, the adjusting device comprises at least two jacks, the at least two jacks are arranged in parallel at the node, and the at least two jacks are arranged in one-to-one correspondence with the displacement sensors; the adjusting device that the control abnormal state information corresponds adjusts the steel construction curtain wall structure that corresponds to make all current settlement information all satisfy the step of the corresponding preset condition, include: and controlling a jack corresponding to the abnormal settlement information to adjust the corresponding special-shaped steel structure curtain wall structure so that all the current settlement information meet corresponding preset conditions.
Referring to fig. 3, in some embodiments, the system further includes an early warning component 600, the early warning component 600 is disposed at a node, and the early warning component 600 corresponds to the adjusting component 500 one to one; before the step of screening the abnormal state information which does not meet the preset condition from the at least one current state information, the method further comprises the following steps: collecting real-time working states of all the adjusting assemblies 500; screening out the adjusting assemblies 500 with abnormal working states from all the adjusting assemblies 500 corresponding to the real-time working states; and controlling the early warning component 600 corresponding to the adjusting component 500 with the abnormal working state to carry out early warning.
In this embodiment, by observing the real-time working state of the adjusting assembly 500, 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 assembly 600 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 assembly 500 can be quickly and accurately detected and evaluated during implementation, the hidden danger of collapse caused by excessive settlement of the special-shaped steel structure due to the hidden danger of the fault of the adjusting assembly 500 per se is effectively avoided, and the safety performance of the invention is effectively improved.
In some embodiments, the step of controlling the state detection assembly 400 to collect at least one current state information of the profiled steel structure curtain wall system further comprises: creating a three-dimensional model corresponding to the special-shaped steel structure curtain wall structure; adjusting first parameter information of the three-dimensional model to obtain preset state information; judging whether the preset state information meets preset qualified conditions or not; and if the preset state information meets the preset qualified condition, recording the preset state information to obtain the preset condition.
In this embodiment, a steel structure model corresponding to the deformed steel structure curtain wall system 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 state information, whether the preset state information meets preset qualified conditions is judged, and finally the preset state information meeting the preset qualified conditions is recorded to obtain standard state information, so that the created model can be tested by using the computer software during implementation of the method and the device, and accurate standard state information is finally obtained.
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.
In this embodiment, when the real-time status information does not meet the construction qualification condition, the special-shaped steel structure is adjusted by controlling the adjusting equipment corresponding to the abnormal status information, so that the point position of the special-shaped steel structure with the abnormal status information can be directly adjusted during 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 status information at part of the position of the steel structure is avoided.
In some embodiments, if the preset status information meets the preset qualified condition, recording the preset status information, and after the step of obtaining the preset condition, the method includes:
the control and adjustment assembly 500 places at least two steel structure curtain wall structures in a construction area;
the control and adjustment assembly 500 is used for installing at least two steel structure curtain wall structures to obtain a steel structure curtain wall system.
Through the arrangement, the precision of the steel structure curtain wall system can be preliminarily controlled when the steel structure is installed, and the difficulty of later adjustment is reduced.
Based on the same inventive concept, in a second aspect, the invention provides a construction system of a special-shaped steel structure curtain wall system, comprising:
the state detection assembly 400 is arranged on one of the steel structure curtain wall structures or the node, and the state detection assembly 400 is arranged on the node;
the adjusting assembly 500 is arranged on the steel structure curtain wall structure, and the adjusting assembly 500 is arranged corresponding to the state detecting assembly 400; and
a special-shaped steel structure curtain wall system construction control system 13, the special-shaped steel structure curtain wall system construction control system 13 respectively with the state detection assembly 400 and the adjustment assembly 500 are in communication connection, the special-shaped steel structure curtain wall system construction control system 13 comprises a processor, a memory and a special-shaped steel structure curtain wall system construction control program stored in the memory, wherein the special-shaped steel structure curtain wall system construction control program realizes the steps of the construction method of the special-shaped steel structure curtain wall system in the first aspect when the processor runs.
In this embodiment, the construction system of the deformed steel structure curtain wall system may include a network 12, a deformed steel structure curtain wall system construction control system 13, a condition detection assembly 400, and an adjustment assembly 500.
The profiled steel structure curtain wall system construction control system 13 may be a physical server comprising an independent host, or the profiled steel structure curtain wall system construction control system 13 may be a virtual server carried by a cluster of hosts. In the operation process, the special-shaped steel structure curtain wall system construction control system 13 can operate a program on a server side of an application to realize related business functions of the application, for example, when the special-shaped steel structure curtain wall system construction control system 13 inputs the correction information, the special-shaped steel structure curtain wall system construction control system 13 can be used as the server for inputting the correction information application to support the special-shaped steel structure curtain wall system construction control system 13 to complete the operation of inputting the correction 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 special-shaped steel structure curtain wall system construction control system 13 can be interacted with the special-shaped steel structure curtain wall system construction control system 13 through the network 12, and the adjusting assembly 500 can be interacted with the special-shaped steel structure curtain wall system construction control system 13 through the network 12.
The profiled steel structural curtain wall system construction control system 13 may include electronic devices 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. In the operation process, the construction control system 13 of the curtain wall system with the special-shaped steel structure can operate a program on the side of the construction control system of the curtain wall system with the special-shaped steel structure, so as to realize the relevant service function of the application. It is understood that, in other embodiments, the special-shaped steel structure curtain wall system construction control system 13 may run some applications, and the applications are loaded with functions of displaying and modifying, for example, when the special-shaped steel structure curtain wall system construction control system 13 runs a recommended deviation correction scheme retrieval program, the special-shaped steel structure curtain wall system construction control system 13 may implement a client for displaying of the special-shaped steel structure curtain wall system construction control system.
The adjustment assembly 500 may be of a type including, for example: lifting equipment (truck cranes, crawler cranes, etc.), jacks, etc., to which one or more embodiments of the present disclosure are not limited. In operation, the adjustment component 500 can run a program that checks the transmission of the results of the inspection to implement the relevant business function of the application.
Based on the same inventive concept, the invention provides a computer-readable storage medium, wherein a special-shaped steel structure curtain wall system construction control program is stored on the computer-readable storage medium, and when being executed by a processor, the special-shaped steel structure curtain wall system construction control program realizes the special-shaped steel structure curtain wall system construction control method of the first aspect.
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 the present 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, which 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 several 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.
Based on the same inventive concept, please refer to fig. 4, the invention provides a special-shaped steel curtain wall system, which is obtained by adopting the construction system of the special-shaped steel curtain wall system in the previous example. By arranging the state detection assembly 400 and the adjusting assembly 500, the state detection assembly 400 is utilized to acquire at least one piece of current state information of the special-shaped steel structure curtain wall system, then abnormal state information which does not meet preset conditions is screened out from the current state information, and then the adjusting assembly 500 corresponding to the abnormal state information is controlled to carry out conditions on the corresponding steel structure curtain wall structure, so that all the current state information meet the corresponding preset conditions.
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. A construction method of a special-shaped steel structure curtain wall system is characterized by being used for a special-shaped steel structure curtain wall system construction control system, and the special-shaped steel structure curtain wall system comprises the following steps: the curtain wall structure comprises at least two steel structure curtain wall structures, wherein each steel structure curtain wall structure comprises a steel upright post, a steel structure unit and a curtain wall unit, the steel structure units are arranged on the steel upright posts, the curtain wall units are arranged on the steel structure units, and the curtain wall units correspond to the steel structure units one by one; the joint of the steel structure unit and the steel upright post is provided with a node;
the construction control system includes:
the state detection assembly is arranged on one of the at least two steel structure curtain wall structures or the node; and
the adjusting assembly is arranged on the steel structure curtain wall structure and corresponds to the state detecting assembly;
the construction method comprises the following steps:
controlling the state detection assembly to acquire at least one piece of current state information of the deformed steel structure curtain wall system;
screening abnormal state information which does not meet preset conditions from at least one piece of current state information;
and controlling the steel structure curtain wall structure corresponding to the adjusting assembly corresponding to the abnormal state information to adjust so that all the current state information meets the corresponding preset conditions.
2. The construction method of the special-shaped steel structure curtain wall system according to claim 1, wherein the state detection assembly comprises a measuring device, the adjustment assembly comprises a deviation correcting device, and the current state information comprises current position information;
the step of controlling the state detection assembly to acquire at least one current state information of the deformed steel structure curtain wall system comprises the following steps:
controlling the measuring equipment to acquire at least one piece of current position information of the deformed steel structure curtain wall system;
the step of controlling the adjusting component corresponding to the abnormal state information to adjust the steel structure curtain wall structure so that all the current state information meets the corresponding preset conditions comprises the following steps:
and controlling the deviation rectifying equipment corresponding to the abnormal position information to adjust the corresponding steel structure curtain wall structure so that all the current position information meets the corresponding preset conditions.
3. The construction method of a shaped steel structural curtain wall system according to claim 2, characterized in that the current position information includes real-time central axis information;
the step of screening the abnormal state information which does not meet the preset condition from at least one piece of current state information comprises the following steps:
and screening abnormal central axis information which is not equal to the corresponding standard central axis information from the real-time central axis information.
4. The construction method of a deformed steel structure curtain wall system according to claim 2, wherein the current position information includes real-time center coordinate information;
the step of screening the abnormal state information which does not meet the preset condition from at least one piece of current state information comprises the following steps:
and screening abnormal center coordinate information which is not equal to the corresponding standard center coordinate information from the real-time center coordinate information.
5. The construction method of a shaped steel structural curtain wall system according to claim 1, characterized in that the condition detection assembly comprises a displacement sensor, the adjustment assembly comprises an adjustment device, and the current condition information comprises current settlement information;
the step of controlling the state detection assembly to acquire at least one current state information of the deformed steel structure curtain wall system comprises the following steps:
controlling the displacement sensor to acquire at least one piece of current settlement information of the deformed steel structure curtain wall system;
the step of controlling the adjusting component corresponding to the abnormal state information to adjust the steel structure curtain wall structure so that all the current state information meets the corresponding preset conditions comprises the following steps:
and controlling the adjusting equipment corresponding to the abnormal state information to adjust the corresponding steel structure curtain wall structure so that all the current settlement information meets the corresponding preset conditions.
6. The construction method of the deformed steel structure curtain wall system according to claim 5, wherein the adjusting device comprises at least two jacks, the jacks are arranged in parallel at the joint, and the jacks are arranged in one-to-one correspondence with the displacement sensors;
and controlling the adjusting equipment corresponding to the abnormal state information to adjust the corresponding steel structure curtain wall structure so that all the current settlement information meets the corresponding preset conditions, wherein the step comprises the following steps of:
and controlling the jack corresponding to the abnormal settlement information to adjust the corresponding special-shaped steel structure curtain wall structure so that all the current settlement information meets the corresponding preset conditions.
7. The construction method of the special-shaped steel structure curtain wall system according to any one of claims 1 to 6, characterized by further comprising early warning assemblies, wherein the early warning assemblies are arranged at the nodes and correspond to the adjusting assemblies one by one;
before the step of screening the abnormal state information which does not meet the preset condition from the at least one piece of current state information, the method further comprises the following steps:
collecting real-time working states of all the adjusting components;
screening the adjusting components with abnormal working states from all the adjusting components corresponding to the real-time working states;
and controlling the early warning component corresponding to the adjusting component in the abnormal working state to perform early warning.
8. The method of constructing a profiled steel structural curtain wall system as claimed in claim 7, wherein the step of controlling the condition sensing assembly to collect at least one current condition information of the profiled steel structural curtain wall system is preceded by the step of:
creating a three-dimensional model corresponding to the deformed steel structure curtain wall structure;
adjusting first parameter information of the three-dimensional model to obtain preset state information;
judging whether the preset state information meets preset qualified conditions or not;
and if the preset state information meets the preset qualified condition, recording the preset state information to obtain the preset condition.
9. A construction system of a deformed steel structure curtain wall system is characterized by comprising:
the state detection assembly is arranged on one of the at least two steel structure curtain wall structures or the node;
the adjusting assembly is arranged on the steel structure curtain wall structure and corresponds to the state detecting assembly; and
a profiled steel structure curtain wall system construction control system in communication with the status detection assembly and the adjustment assembly, respectively, the profiled steel structure curtain wall system construction control system comprising a processor, a memory, and a profiled steel structure curtain wall system construction control program stored in the memory, the profiled steel structure curtain wall system construction control program when executed by the processor implementing the steps of the profiled steel structure curtain wall system construction method of any of claims 1-8.
10. A profiled steel structural curtain wall system obtained with a construction system of the profiled steel structural curtain wall system according to claim 9.
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