Steel bar truss floor deck structure construction method, terminal equipment and storage medium

Abstract

The present application discloses a method for constructing a steel truss floor deck structure, including: constructing an initial finite element analysis model according to a preset construction target; reconstructing according to preset setting rules and multiple primary and secondary keel connection methods to obtain multiple intermediate finite element analysis models; applying a uniformly distributed load to the steel truss floor deck of each intermediate finite element analysis model, and determining the deflection value; based on the deflection value, determining a selected intermediate finite element analysis model from multiple intermediate finite element analysis models; using the selected intermediate finite element analysis model to construct an actual steel truss floor deck structure corresponding to the preset construction target. The present application also discloses a steel truss floor deck structure construction device, a terminal device, and a computer-readable storage medium. Using the method of the present application, the actual steel truss floor deck structure can achieve effective resistance to load bearing, thereby improving the load bearing resistance effect of the actual steel truss floor deck structure.

Description

Technical Field

[0001] The present application relates to the technical field of steel truss floor deck structure construction, and in particular to a steel truss floor deck structure construction method, device, terminal equipment and computer-readable storage medium. Background Art

[0002] For steel truss floor decks with large spans, setting up temporary supports at the bottom can not only resist the deformation of the floor deck under load, but also improve construction efficiency and shorten construction period. At present, the structural form of temporary supports has been proposed.

[0003] However, currently, the same solution is used to set the steel truss floor deck, which makes the bearing effect of the steel truss floor deck relatively poor. Summary of the invention

[0004] The main purpose of the present application is to provide a method, device, terminal equipment and computer-readable storage medium for constructing a steel truss floor deck structure, aiming to solve the technical problem of poor bearing effect of steel truss floor deck in the prior art.

[0005] To achieve the above-mentioned purpose, the present application proposes a method for constructing a steel truss floor deck structure, the method comprising the following steps:

[0006] According to the preset construction target, construct an initial finite element analysis model, wherein the initial finite element analysis model includes a main keel and a secondary keel;

[0007] According to preset setting rules and multiple primary and secondary keel connection methods, the primary keel and the secondary keel are reconstructed to obtain multiple intermediate finite element analysis models, each of which includes a steel truss floor deck;

[0008] Applying a uniformly distributed load to the steel truss floor deck of each intermediate finite element analysis model, and determining the deflection value of the steel truss floor deck of each intermediate finite element analysis model;

[0009] determining a selected intermediate finite element analysis model from among the plurality of intermediate finite element analysis models based on the deflection value of each of the intermediate finite element analysis models;

[0010] The selected intermediate finite element analysis model is used to construct an actual steel truss floor deck structure corresponding to the preset construction target.

[0011] Optionally, the step of reconstructing the main keel and the secondary keel according to preset setting rules and multiple primary and secondary keel connection methods to obtain multiple intermediate finite element analysis models includes:

[0012] A secondary keel is arranged at a target position on one side surface of the steel truss floor deck, and a plurality of main keels are arranged on a side of the secondary keel away from the steel truss floor deck, and the secondary keel is connected with a plurality of the main keels according to a plurality of main and secondary keel connection methods to obtain a plurality of first finite element analysis models, wherein the secondary keel extends along the length direction of the steel truss floor deck, the main keel extends along the width direction of the steel truss floor deck, and the plurality of the main keels are spaced apart from each other in the length direction according to a first preset spacing;

[0013] Reconstructing the plurality of main keels in each first finite element analysis model using a second preset spacing, and connecting the secondary keels with the reconstructed plurality of main keels according to the plurality of primary and secondary keel connection methods to obtain a plurality of second finite element analysis models;

[0014] A force transmission component is provided between the main keel and the secondary keel in each second finite element analysis model to obtain a plurality of third finite element analysis models;

[0015] The plurality of first finite element analysis models, the plurality of second finite element analysis models and the plurality of third finite element analysis models are combined to obtain the plurality of intermediate finite element analysis models.

[0016] Optionally, before the step of merging the plurality of first finite element analysis models, the plurality of second finite element analysis models and the plurality of third finite element analysis models to obtain the plurality of intermediate finite element analysis models, the method further comprises:

[0017] In each first finite element analysis model, a plurality of secondary purlins are added to a side surface of the steel truss floor deck to obtain a plurality of fourth finite element analysis models, wherein the plurality of secondary purlins extend along the length direction and are spaced apart from each other in the width direction according to a third preset spacing;

[0018] Using the fourth preset spacing, the spacing of the secondary keels of each of the fourth finite element analysis models is adjusted to obtain a plurality of fifth finite element analysis models;

[0019] Reconstructing the main keel of each of the fourth finite element analysis models using the fifth preset spacing to obtain a plurality of sixth finite element analysis models;

[0020] Reconstructing the main keel of each of the fifth finite element analysis models using a sixth preset spacing to obtain a plurality of seventh finite element analysis models;

[0021] A force transmission component is provided between the main keel and the secondary keel of each seventh finite element analysis model to obtain a plurality of eighth finite element analysis models;

[0022] The step of merging the plurality of first finite element analysis models, the plurality of second finite element analysis models and the plurality of third finite element analysis models to obtain the plurality of intermediate finite element analysis models comprises:

[0023] Merging the plurality of first finite element analysis models, the plurality of second finite element analysis models, and the plurality of third finite element analysis models to obtain a first finite element analysis model group;

[0024] merging a plurality of fourth finite element analysis models, a plurality of fifth finite element analysis models, a plurality of sixth finite element analysis models, a plurality of seventh finite element analysis models, and a plurality of eighth finite element analysis models to obtain a second finite element analysis model group;

[0025] The first finite element analysis model group and the second finite element analysis model group are combined to obtain a plurality of the intermediate finite element analysis models.

[0026] Optionally, before the step of merging the first finite element analysis model group and the second finite element analysis model group to obtain a plurality of the intermediate finite element analysis models, the method further comprises:

[0027] Adding a plurality of secondary keels to each fourth finite element analysis model, and adjusting the spacing of the secondary keels of each fourth finite element analysis model after the secondary keels are added using the seventh preset spacing, to obtain a plurality of ninth finite element analysis models;

[0028] Using the eighth preset spacing, the spacing of the secondary keels of each fourth finite element analysis model after the secondary keels are added is adjusted to obtain a plurality of tenth finite element analysis models;

[0029] Adding a plurality of secondary keels to each sixth finite element analysis model, and adjusting the spacing of the secondary keels of each sixth finite element analysis model after the secondary keels are added using the ninth preset spacing, to obtain a plurality of eleventh finite element analysis models;

[0030] Using the tenth preset spacing, the spacing of the secondary keels of each sixth finite element analysis model after the secondary keels are added is adjusted to obtain a plurality of twelfth finite element analysis models;

[0031] A force transmission component is provided between the main keel and the secondary keel in each of the twelfth finite element analysis models to obtain a plurality of thirteenth finite element analysis models;

[0032] Merging a plurality of ninth finite element analysis models, a plurality of tenth finite element analysis models, a plurality of eleventh finite element analysis models, a plurality of twelfth finite element analysis models, and a plurality of thirteenth finite element analysis models to obtain a third finite element analysis model group;

[0033] The step of merging the first finite element analysis model group and the second finite element analysis model group to obtain a plurality of the intermediate finite element analysis models comprises:

[0034] The first finite element analysis model group, the second finite element analysis model group and the third finite element analysis model group are combined to obtain a plurality of the intermediate finite element analysis models.

[0035] Optionally, the various primary and secondary keel connection methods include direct contact connection between the primary keel and the secondary keel, or connection between the primary keel and the secondary keel via a supporting member.

[0036] Optionally, before the step of applying a uniformly distributed load to the steel truss floor deck of each intermediate finite element analysis model, the method further comprises:

[0037] Obtaining a first deadweight of a steel truss floor deck in the initial finite element analysis model, a second deadweight of concrete corresponding to the initial finite element analysis model, and a construction live load corresponding to the initial finite element analysis model;

[0038] The uniformly distributed load is determined using the first deadweight, the second deadweight and the construction live load.

[0039] Optionally, the step of constructing an initial finite element analysis model according to a preset construction target includes:

[0040] According to the construction goal, an initial finite element analysis model is constructed using ABAQUS.

[0041] In addition, to achieve the above-mentioned purpose, the present application also proposes a steel bar truss floor deck structure construction device, the device comprising:

[0042] An initial construction module, used to construct an initial finite element analysis model according to a preset construction target, wherein the initial finite element analysis model includes a main keel and a secondary keel;

[0043] A reconstruction module, used to reconstruct the primary keel and the secondary keel according to preset setting rules and multiple primary and secondary keel connection methods to obtain multiple intermediate finite element analysis models, each of which includes a steel truss floor deck;

[0044] A force application module, used for applying a uniformly distributed load to the steel truss floor deck of each intermediate finite element analysis model, and determining the deflection value of the steel truss floor deck of each intermediate finite element analysis model;

[0045] A determination module, configured to determine a selected intermediate finite element analysis model from among the plurality of intermediate finite element analysis models based on the deflection value of each of the intermediate finite element analysis models;

[0046] The structural construction module is used to construct an actual steel truss floor deck structure corresponding to the preset construction target using the selected intermediate finite element analysis model.

[0047] In addition, to achieve the above-mentioned purpose, the present application also proposes a terminal device, which includes: a memory, a processor, and a steel truss floor deck structure construction program stored in the memory and running on the processor, and when the steel truss floor deck structure construction program is executed by the processor, the steps of the steel truss floor deck structure construction method as described in any one of the above items are implemented.

[0048] In addition, to achieve the above-mentioned purpose, the present application also proposes a computer-readable storage medium, on which a steel truss floor deck structure construction program is stored. When the steel truss floor deck structure construction program is executed by a processor, the steps of the steel truss floor deck structure construction method as described in any of the above items are implemented.

[0049] The technical solution of the present application proposes a method for constructing a steel truss floor deck structure, by constructing an initial finite element analysis model according to a preset construction target, the initial finite element analysis model including a main keel and a secondary keel; reconstructing the main keel and the secondary keel according to preset setting rules and a variety of primary and secondary keel connection methods to obtain a plurality of intermediate finite element analysis models, each of the intermediate finite element analysis models including a steel truss floor deck; applying a uniformly distributed load to the steel truss floor deck of each intermediate finite element analysis model, and determining the deflection value of the steel truss floor deck of each intermediate finite element analysis model; based on the deflection value of each intermediate finite element analysis model, determining a selected intermediate finite element analysis model from the plurality of intermediate finite element analysis models; and using the selected intermediate finite element analysis model to construct an actual steel truss floor deck structure corresponding to the preset construction target.

[0050] At present, the same scheme is used to set the actual steel truss floor deck structure, which makes the form of the steel truss floor deck structure single, and it is difficult to achieve effective resistance to the load in the scenarios corresponding to different preset construction targets. However, by using the method of the present application, a selected intermediate finite element analysis model is determined from a plurality of intermediate finite element analysis models, and the actual steel truss floor deck structure corresponding to the preset construction target is constructed by using the intermediate finite element analysis model. The actual steel truss floor deck structure can better match the scenario corresponding to the preset construction target, so that the actual steel truss floor deck structure can achieve effective resistance to the load, thereby improving the load resistance effect of the actual steel truss floor deck structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0051] In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present application. For ordinary technicians in this field, other drawings can be obtained based on the structures shown in these drawings without paying any creative work.

[0052] Figure 1 A schematic diagram of the terminal device structure of the hardware operating environment involved in the embodiment of the present application;

[0053] Figure 2 This is a schematic diagram of the process of the first embodiment of the method for constructing a steel truss floor deck structure of the present application;

[0054] Figure 3 This is a schematic diagram of the structure of the initial finite element analysis model of this application;

[0055] Figure 4 This is a schematic diagram of the structure of the direct connection between the primary and secondary keels in this application;

[0056] Figure 5 This is a schematic diagram of the structure of the indirect connection in the primary and secondary keel connection of this application;

[0057] Figure 6 This is a structural frame diagram of the first embodiment of the steel truss floor deck structure construction device of the present application.

[0058] The realization of the purpose, functional features and advantages of this application will be further explained in conjunction with embodiments and with reference to the accompanying drawings. DETAILED DESCRIPTION

[0059] The following will be combined with the drawings in the embodiments of the present application to clearly and completely describe the technical solutions in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of this application.

[0060] Reference Figure 1 , Figure 1 This is a schematic diagram of the terminal device structure of the hardware operating environment involved in the embodiment of the present application.

[0061] Typically, the terminal device includes: at least one processor 301, a memory 302, and a steel truss floor deck structure construction program stored in the memory and executable on the processor, wherein the steel truss floor deck structure construction program is configured to implement the steps of the steel truss floor deck structure construction method as described above.

[0062] The processor 301 may include one or more processing cores, such as a 4-core processor, an 8-core processor, etc. The processor 301 may be implemented in at least one hardware form of DSP (Digital Signal Processing), FPGA (Field-Programmable Gate Array), and PLA (Programmable Logic Array). The processor 301 may also include a main processor and a coprocessor. The main processor is a processor for processing data in the awake state, also known as a CPU (Central Processing Unit); the coprocessor is a low-power processor for processing data in the standby state. In some embodiments, the processor 301 may be integrated with a GPU (Graphics Processing Unit), which is responsible for rendering and drawing the content to be displayed on the display screen. The processor 301 may also include an AI (Artificial Intelligence) processor, which is used to process operations related to the construction method of the steel truss floor deck structure, so that the steel truss floor deck structure construction method model can be trained and learned autonomously to improve efficiency and accuracy.

[0063] The memory 302 may include one or more computer-readable storage media, which may be non-transitory. The memory 302 may also include a high-speed random access memory, and a non-volatile memory, such as one or more disk storage devices, flash memory storage devices. In some embodiments, the non-transitory computer-readable storage medium in the memory 302 is used to store at least one instruction, which is used to be executed by the processor 301 to implement the steel truss floor deck structure construction method provided in the method embodiment of the present application.

[0064] In some embodiments, the terminal may further optionally include: a communication interface 303 and at least one peripheral device. The processor 301, the memory 302 and the communication interface 303 may be connected via a bus or a signal line. Each peripheral device may be connected to the communication interface 303 via a bus, a signal line or a circuit board. Specifically, the peripheral device includes: at least one of a radio frequency circuit 304, a display screen 305 and a power supply 306.

[0065] The communication interface 303 may be used to connect at least one peripheral device related to I / O (Input / Output) to the processor 301 and the memory 302. In some embodiments, the processor 301, the memory 302, and the communication interface 303 are integrated on the same chip or circuit board; in some other embodiments, any one or two of the processor 301, the memory 302, and the communication interface 303 may be implemented on a separate chip or circuit board, which is not limited in this embodiment.

[0066] The radio frequency circuit 304 is used to receive and transmit RF (Radio Frequency) signals, also known as electromagnetic signals. The radio frequency circuit 304 communicates with the communication network and other communication devices through electromagnetic signals. The radio frequency circuit 304 converts the electrical signal into an electromagnetic signal for transmission, or converts the received electromagnetic signal into an electrical signal. Optionally, the radio frequency circuit 304 includes: an antenna system, an RF transceiver, one or more amplifiers, a tuner, an oscillator, a digital signal processor, a codec chipset, a user identity module card, and the like. The radio frequency circuit 304 can communicate with other terminals through at least one wireless communication protocol. The wireless communication protocol includes, but is not limited to: a metropolitan area network, various generations of mobile communication networks (2G, 3G, 4G and 5G), a wireless local area network and / or a WiFi (Wireless Fidelity) network. In some embodiments, the radio frequency circuit 304 may also include circuits related to NFC (Near Field Communication), which is not limited in this application.

[0067] The display screen 305 is used to display the UI (User Interface). The UI may include graphics, text, icons, videos and any combination thereof. When the display screen 305 is a touch display screen, the display screen 305 also has the ability to collect touch signals on the surface or above the surface of the display screen 305. The touch signal can be input to the processor 301 as a control signal for processing. At this time, the display screen 305 can also be used to provide virtual buttons and / or virtual keyboards, also known as soft buttons and / or soft keyboards. In some embodiments, the display screen 305 can be one, the front panel of the electronic device; in other embodiments, the display screen 305 can be at least two, respectively arranged on different surfaces of the electronic device or in a folding design; in some further embodiments, the display screen 305 can be a flexible display screen, arranged on a curved surface or a folding surface of the electronic device. Even, the display screen 305 can also be set to a non-rectangular irregular shape, that is, a special-shaped screen. The display screen 305 can be made of materials such as LCD (Liquid Crystal Display), OLED (Organic Light-Emitting Diode, organic light-emitting diode).

[0068] The power supply 306 is used to power various components in the electronic device. The power supply 306 can be an alternating current, a direct current, a disposable battery, or a rechargeable battery. When the power supply 306 includes a rechargeable battery, the rechargeable battery can support wired charging or wireless charging. The rechargeable battery can also be used to support fast charging technology.

[0069] Those skilled in the art will understand that Figure 1 The structure shown in the figure does not constitute a limitation on the terminal device, and may include more or less components than shown in the figure, or combine certain components, or arrange the components differently.

[0070] In addition, an embodiment of the present application further proposes a computer-readable storage medium, on which a steel truss floor deck structure construction program is stored, and when the steel truss floor deck structure construction program is executed by a processor, the steps of the steel truss floor deck structure construction method as described above are implemented. Therefore, it will not be repeated here. In addition, the description of the beneficial effects of using the same method will not be repeated. For technical details not disclosed in the computer-readable storage medium embodiment involved in the present application, please refer to the description of the method embodiment of the present application. As an example, the program instructions can be deployed to be executed on a terminal device, or on multiple terminal devices located at one location, or on multiple terminal devices distributed at multiple locations and interconnected by a communication network.

[0071] Those skilled in the art can understand that all or part of the processes in the above-mentioned embodiments can be implemented by instructing the relevant hardware through a computer program, and the above-mentioned program can be stored in a computer-readable storage medium, and when the program is executed, it can include the processes of the embodiments of the above-mentioned methods. Among them, the above-mentioned computer-readable storage medium can be a disk, an optical disk, a read-only memory (ROM) or a random access memory (RAM), etc.

[0072] Based on the above hardware structure, an embodiment of the method for constructing a reinforced steel truss floor deck structure of the present application is proposed.

[0073] Reference Figure 2 , Figure 2 This is a flow chart of the first embodiment of the method for constructing a steel truss floor deck structure of the present application. The method is used for a terminal device and comprises the following steps:

[0074] Step S11: constructing an initial finite element analysis model according to a preset construction target, wherein the initial finite element analysis model includes a main keel and a secondary keel.

[0075] It should be noted that the executor of the present application is a terminal device, which is equipped with a reinforced truss floor deck structure construction program. When the terminal device executes the reinforced truss floor deck structure construction program, the steps of the reinforced truss floor deck structure construction method of the present application are implemented.

[0076] Generally speaking, a preset construction target may refer to parameters set by the user based on needs for constructing an initial finite element analysis model. The parameters in the preset construction target may be parameters set for an actual steel truss floor deck structure. The initial finite element analysis model is constructed using the preset construction target. The initial finite element analysis model includes the main purlin, secondary purlin and steel truss floor deck (including the corrugated steel plate at the bottom and the support columns of the lower temporary support).

[0077] Furthermore, the step of constructing an initial finite element analysis model according to a preset construction target includes: constructing an initial finite element analysis model using ABAQUS according to the construction target.

[0078] When modeling the corrugated steel sheet, the complex shape of the closed corrugated steel sheet is ignored, the steel consumption of the protruding part is converted, and added to the corresponding structural members according to its corresponding size and position. In the initial finite element model, the bottom corrugated steel sheet is simulated by shell elements in a four-node reduced integration format. The thickness direction of the shell element adopts the Simpson integration method with 9 integration points, and the steel support adopts a three-dimensional solid element in an 8-node reduced integration format. The interaction between the corrugated steel sheet and the bottom temporary support adopts surface-to-surface contact. When defining the contact properties, the contact in the normal direction adopts "hard" contact, and the friction formula in the tangent direction is defined as "penalty", with a friction coefficient of 0.1. The force loading method is to apply a uniformly distributed load on the upper part of the corrugated steel sheet. Three-dimensional displacement constraints and three-dimensional rotation constraints are applied around the corrugated sheet and the end plate of the temporary support.

[0079] Reference Figure 3 , Figure 3 1 is a structural diagram of the initial finite element analysis model of this application, 11 is a steel truss floor deck, 12 is a secondary keel, 13 is a main keel, and the main keel is Figure 3 There are 4 in the middle.

[0080] Step S12: Reconstructing the main keel and the secondary keel according to preset setting rules and multiple primary and secondary keel connection methods to obtain multiple intermediate finite element analysis models, each of which includes a steel truss floor deck.

[0081] In the present application, various primary and secondary keel connection methods include direct connection, in which the primary keel is directly in contact with the secondary keel, and indirect connection, in which the primary keel is connected to the secondary keel via a supporting member.

[0082] Among them, direct connection, first lay out the steel along the length direction, the upper surface of the steel is in direct contact with the floor steel plate, and its ends are in direct contact with the web of the main beam of the structure. In order to ensure the stability of the ends of the steel, the ends are supported on the lower flange of the main beam with wooden squares. Then lay out the steel along the short side direction, which is in direct contact with the steel arranged along the length direction, and its ends are also in direct contact with the web of the main beam. In order to ensure stability, its ends need to be connected to the stiffening ribs of the main beam by bolts.

[0083] Indirect connection, the two are connected by a support member. The main body of the support member is solid round steel, with a rectangular steel pad welded on the upper part to support the upper secondary keel. The lower part that contacts the main bracket is welded with a hollow cylindrical sleeve corresponding to the position of the main keel. The lower part of the support member passes through the hollow cylindrical sleeve, and the support member is fixed to the main bracket with a clamp on the upper part of the hollow sleeve. The end of the main keel extends to the belly of the steel beam and is directly placed on the lower flange of the main beam without other reinforcement measures.

[0084] Reference Figure 4-5 , Figure 4This is a schematic diagram of the structure of the direct connection between the primary and secondary keels in this application. Figure 5 This is a schematic diagram of the indirect connection structure of the primary and secondary keels in this application. Figure 4 In the keel, the main keel and the secondary keel are directly connected, and the secondary keel is set between the main beams on both sides. Figure 5 In the , the main keel and the secondary keel are connected by a dowel bar (a supporting member). Figure 4 and Figure 5 In the structure, the primary and secondary purlins are arranged on one side of the lower surface of the steel truss floor deck.

[0085] Specifically, the step of reconstructing the main keel and the secondary keel according to preset setting rules and multiple primary and secondary keel connection methods to obtain multiple intermediate finite element analysis models includes: setting a secondary keel at a target position on the surface of one side of the steel truss floor deck, and setting multiple main keels on a side of the secondary keel away from the steel truss floor deck, and connecting the secondary keel with multiple main keels according to the multiple primary and secondary keel connection methods to obtain multiple first finite element analysis models, wherein the secondary keel extends along the length direction of the steel truss floor deck, and the main keel extends along the width direction of the steel truss floor deck. The plurality of main keels are extended, and the plurality of main keels are spaced from each other in the length direction according to the first preset spacing; the plurality of main keels in each first finite element analysis model are reconstructed using the second preset spacing, and the secondary keels are connected to the reconstructed plurality of main keels according to the plurality of primary and secondary keel connection methods to obtain a plurality of second finite element analysis models; a force transmission component is set between the main keel and the secondary keel in each second finite element analysis model to obtain a plurality of third finite element analysis models; the plurality of first finite element analysis models, the plurality of second finite element analysis models and the plurality of third finite element analysis models are merged to obtain a plurality of intermediate finite element analysis models. A first finite element analysis model is an intermediate finite element analysis model, a second finite element analysis model is an intermediate finite element analysis model, and a third wired original analysis model is an intermediate finite element analysis model.

[0086] Take the span of the corrugated steel plate as 5m, 16 corrugated steel plates of the same specification are arranged along the beam direction, and the length is 9.216m as an example: along the length direction of the steel truss floor deck, a secondary keel is arranged at the target position (usually the middle position), and along the short side of the steel truss floor deck, a plurality of main keels (5 main keels) are arranged according to the first preset spacing (usually 2 meters), and according to a plurality of the primary and secondary keel connection methods (the above two connection methods), the secondary keel is connected with the plurality of the main keels to obtain two first finite element analysis models; using the second preset spacing The plurality of main keels in each first finite element analysis model are reconstructed (9 main keels in this case) at a distance (usually 1 meter), and the secondary keels are connected to the plurality of reconstructed main keels according to the plurality of primary and secondary keel connection methods to obtain two second finite element analysis models; a force transmission component is set between the main keel and the secondary keel in each second finite element analysis model to obtain two third finite element analysis models; the plurality of first finite element analysis models, the plurality of second finite element analysis models and the plurality of third finite element analysis models are merged to obtain six intermediate finite element analysis models.

[0087] Furthermore, before the step of merging the plurality of first finite element analysis models, the plurality of second finite element analysis models and the plurality of third finite element analysis models to obtain the plurality of intermediate finite element analysis models, the method further includes: adding a plurality of secondary purlins on one side surface of the steel truss floor deck in each first finite element analysis model to obtain a plurality of fourth finite element analysis models, wherein the plurality of secondary purlins extend along the length direction and are spaced apart from each other in the width direction according to a third preset spacing; adjusting the spacing of the secondary purlins of each of the fourth finite element analysis models using the fourth preset spacing to obtain a plurality of fifth finite element analysis models; reconstructing the main purlin of each of the fourth finite element analysis models using the fifth preset spacing to obtain a plurality of sixth finite element analysis models; reconstructing the main purlin of each of the fifth finite element analysis models using the sixth preset spacing. to obtain a plurality of seventh finite element analysis models; to set a force transmission component between the main keel and the secondary keel of each seventh finite element analysis model to obtain a plurality of eighth finite element analysis models; the step of merging the plurality of first finite element analysis models, the plurality of second finite element analysis models and the plurality of third finite element analysis models to obtain a plurality of the intermediate finite element analysis models comprises: merging the plurality of first finite element analysis models, the plurality of second finite element analysis models and the plurality of third finite element analysis models to obtain a first finite element analysis model group; merging the plurality of fourth finite element analysis models, the plurality of fifth finite element analysis models, the plurality of sixth finite element analysis models, the plurality of seventh finite element analysis models and the plurality of eighth finite element analysis models to obtain a second finite element analysis model group; merging the first finite element analysis model group and the second finite element analysis model group to obtain a plurality of the intermediate finite element analysis models.

[0088] Specifically, based on the parameters of the actual corrugated steel sheet mentioned above, in each first finite element analysis model, multiple secondary keels (2) are added in the length direction of the steel truss floor deck according to the third preset spacing (2 meters), and two fourth finite element analysis models are obtained; the spacing of the secondary keels of each of the fourth finite element analysis models is adjusted using the fourth preset spacing (1 meter), and two fifth finite element analysis models are obtained; the main keel of each of the fourth finite element analysis models is rebuilt using the fifth preset spacing (1 meter) (9 main keels at this time), and two sixth finite element analysis models are obtained; the main keel of each of the fifth finite element analysis models is rebuilt using the sixth preset spacing (1 meter) (9 main keels at this time), and two seventh finite element analysis models are obtained; a force transmission member is set between the main keel and the secondary keel of each seventh finite element analysis model, and two eighth finite element analysis models are obtained. At this time, the intermediate finite element analysis models include 16.

[0089] Furthermore, before the step of merging the first finite element analysis model group and the second finite element analysis model group to obtain a plurality of the intermediate finite element analysis models, the method further includes: adding a plurality of secondary keels to each fourth finite element analysis model, and adjusting the spacing of the secondary keels of each fourth finite element analysis model after adding the secondary keels by using the seventh preset spacing to obtain a plurality of ninth finite element analysis models; adjusting the spacing of the secondary keels of each fourth finite element analysis model after adding the secondary keels by using the eighth preset spacing to obtain a plurality of tenth finite element analysis models; adding a plurality of secondary keels to each sixth finite element analysis model, and adjusting the spacing of the secondary keels of each sixth finite element analysis model after adding the secondary keels by using the ninth preset spacing to obtain a plurality of eleventh finite element analysis models; and adjusting the spacing of the secondary keels of each sixth finite element analysis model after adding the secondary keels by using the tenth preset spacing. The spacing of each secondary keel of the sixth finite element analysis model after the secondary keel is adjusted to obtain multiple twelfth finite element analysis models; a force transmission component is set between the main keel and the secondary keel in each of the twelfth finite element analysis models to obtain multiple thirteenth finite element analysis models; multiple ninth finite element analysis models, multiple tenth finite element analysis models, multiple eleventh finite element analysis models, multiple twelfth finite element analysis models and multiple thirteenth finite element analysis models are merged to obtain a third finite element analysis model group; the first finite element analysis model group and the second finite element analysis model group are merged to obtain multiple intermediate finite element analysis models, including: merging the first finite element analysis model group, the second finite element analysis model group and the third finite element analysis model group to obtain multiple intermediate finite element analysis models.

[0090] Specifically, based on the parameters of the actual corrugated steel sheet mentioned above, multiple (3) secondary purlins are added to each fourth finite element analysis model, and the spacing of the secondary purlins of each fourth finite element analysis model after the secondary purlins are added is adjusted using the seventh preset spacing (1 meter), so as to obtain two ninth finite element analysis models; the spacing of the secondary purlins of each fourth finite element analysis model after the secondary purlins are added is adjusted using the eighth preset spacing (1.5 meters), so as to obtain two tenth finite element analysis models; multiple (3) secondary purlins are added to each sixth finite element analysis model, and the spacing of the secondary purlins of each sixth finite element analysis model after the secondary purlins are added is adjusted using the ninth preset spacing (1 meter), so as to obtain two eleventh finite element analysis models; the spacing of the secondary purlins of each sixth finite element analysis model after the secondary purlins are added is adjusted using the tenth preset spacing (1.5 meters), so as to obtain two twelfth finite element analysis models; a force transmission member is set between the main purlin and the secondary purlin in each of the twelfth finite element analysis models, so as to obtain two thirteenth finite element analysis models. At this time, the intermediate finite element analysis models include 26. It can be understood that an Nth finite element analysis model (N is any value from 1 to 12) is an intermediate finite element analysis model.

[0091] It can be understood that in the present application, three groups of adjustments are mainly performed. The first group is the first finite element analysis model group mentioned above, including 6 intermediate finite element analysis models, the second group is the second finite element analysis model group mentioned above, including 10 intermediate finite element analysis models, and the third group is the third finite element analysis model group mentioned above, including 10 intermediate finite element analysis models.

[0092] Step S13: applying a uniformly distributed load to the steel truss floor deck of each intermediate finite element analysis model, and determining the deflection value of the steel truss floor deck of each intermediate finite element analysis model;

[0093] Step S14: determining a selected intermediate finite element analysis model from the plurality of intermediate finite element analysis models based on the deflection value of each intermediate finite element analysis model;

[0094] Step S15: using the selected intermediate finite element analysis model, constructing an actual steel truss floor deck structure corresponding to the preset construction target.

[0095] Among them, before the step of applying a uniformly distributed load to the steel truss floor deck of each of the intermediate finite element analysis models, the method also includes: obtaining the first self-weight of the steel truss floor deck in the initial finite element analysis model, the second self-weight of the concrete corresponding to the initial finite element analysis model, and the construction live load corresponding to the initial finite element analysis model; using the first self-weight, the second self-weight and the construction live load to determine the uniformly distributed load.

[0096] The uniformly distributed load is a uniformly distributed load, and the uniformly distributed load applied to the steel truss floor deck of each intermediate finite element analysis model is the same; the deflection value at the maximum deformation of the steel truss floor deck of each intermediate finite element analysis model is the deflection value.

[0097] The larger the deflection value, the larger the deformation, and the smaller the deflection value, the smaller the deformation. At this time, it is necessary to select the intermediate finite element analysis model with the smallest deflection value, and use the intermediate finite element analysis model to construct the actual steel truss floor deck structure corresponding to the preset construction target.

[0098] The technical solution of the present application proposes a method for constructing a steel truss floor deck structure, by constructing an initial finite element analysis model according to a preset construction target, the initial finite element analysis model including a main keel and a secondary keel; reconstructing the main keel and the secondary keel according to preset setting rules and a variety of primary and secondary keel connection methods to obtain a plurality of intermediate finite element analysis models, each of the intermediate finite element analysis models including a steel truss floor deck; applying a uniformly distributed load to the steel truss floor deck of each intermediate finite element analysis model, and determining the deflection value of the steel truss floor deck of each intermediate finite element analysis model; based on the deflection value of each intermediate finite element analysis model, determining a selected intermediate finite element analysis model from the plurality of intermediate finite element analysis models; and using the selected intermediate finite element analysis model to construct an actual steel truss floor deck structure corresponding to the preset construction target.

[0099] At present, the same scheme is used to set the actual steel truss floor deck structure, which makes the form of the steel truss floor deck structure single, and it is difficult to achieve effective resistance to the load in the scenarios corresponding to different preset construction targets. However, by using the method of the present application, a selected intermediate finite element analysis model is determined from a plurality of intermediate finite element analysis models, and the actual steel truss floor deck structure corresponding to the preset construction target is constructed by using the intermediate finite element analysis model. The actual steel truss floor deck structure can better match the scenario corresponding to the preset construction target, so that the actual steel truss floor deck structure can achieve effective resistance to the load, thereby improving the load resistance effect of the actual steel truss floor deck structure.

[0100] Reference Figure 6 , Figure 6 This is a structural block diagram of the first embodiment of the steel truss floor deck structure construction device of the present application, the device is used for terminal equipment, based on the same inventive concept as the previous embodiment, the device includes:

[0101] An initial construction module 10 is used to construct an initial finite element analysis model according to a preset construction target, wherein the initial finite element analysis model includes a main keel and a secondary keel;

[0102] A reconstruction module 20 is used to reconstruct the primary keel and the secondary keel according to preset setting rules and multiple primary and secondary keel connection methods to obtain multiple intermediate finite element analysis models, each of which includes a steel truss floor deck;

[0103] A force application module 30, used to apply a uniformly distributed load to the steel truss floor deck of each intermediate finite element analysis model, and determine the deflection value of the steel truss floor deck of each intermediate finite element analysis model;

[0104] A determination module 40, configured to determine a selected intermediate finite element analysis model from among the plurality of intermediate finite element analysis models based on the deflection value of each of the intermediate finite element analysis models;

[0105] The structure construction module 50 is used to construct an actual steel truss floor deck structure corresponding to the preset construction target using the selected intermediate finite element analysis model.

[0106] It should be noted that, since the steps executed by the device of this embodiment are the same as the steps of the aforementioned method embodiment, its specific implementation method and the technical effects that can be achieved can refer to the aforementioned embodiment and will not be repeated here.

[0107] The above description is only an optional embodiment of the present application, and does not limit the patent scope of the present application. All equivalent structural transformations made by using the contents of the present application specification and drawings under the inventive concept of the present application, or directly / indirectly applied in other related technical fields are included in the patent protection scope of the present application.

Claims

1. A method for constructing a steel truss floor deck structure, characterized in that: The method comprises the following steps: According to the preset construction target, construct an initial finite element analysis model, wherein the initial finite element analysis model includes a main keel and a secondary keel; According to preset setting rules and multiple primary and secondary keel connection methods, the primary keel and the secondary keel are reconstructed to obtain multiple intermediate finite element analysis models, each of which includes a steel truss floor deck; Applying a uniformly distributed load to the steel truss floor deck of each intermediate finite element analysis model, and determining the deflection value of the steel truss floor deck of each intermediate finite element analysis model; determining a selected intermediate finite element analysis model from among the plurality of intermediate finite element analysis models based on the deflection value of each of the intermediate finite element analysis models; The selected intermediate finite element analysis model is used to construct an actual steel truss floor deck structure corresponding to the preset construction target.

2. The method according to claim 1, characterized in that The step of reconstructing the main keel and the secondary keel according to preset setting rules and multiple primary and secondary keel connection methods to obtain multiple intermediate finite element analysis models includes: A secondary keel is arranged at a target position on one side surface of the steel truss floor deck, and a plurality of main keels are arranged on a side of the secondary keel away from the steel truss floor deck, and the secondary keel is connected with a plurality of the main keels according to a plurality of main and secondary keel connection methods to obtain a plurality of first finite element analysis models, wherein the secondary keel extends along the length direction of the steel truss floor deck, the main keel extends along the width direction of the steel truss floor deck, and the plurality of the main keels are spaced apart from each other in the length direction according to a first preset spacing; Reconstructing the plurality of main keels in each first finite element analysis model using a second preset spacing, and connecting the secondary keels with the reconstructed plurality of main keels according to the plurality of primary and secondary keel connection methods to obtain a plurality of second finite element analysis models; A force transmission component is provided between the main keel and the secondary keel in each second finite element analysis model to obtain a plurality of third finite element analysis models; The plurality of first finite element analysis models, the plurality of second finite element analysis models and the plurality of third finite element analysis models are combined to obtain the plurality of intermediate finite element analysis models.

3. The method according to claim 2, characterized in that Before the step of merging the plurality of first finite element analysis models, the plurality of second finite element analysis models and the plurality of third finite element analysis models to obtain the plurality of intermediate finite element analysis models, the method further comprises: In each first finite element analysis model, a plurality of secondary purlins are added to a side surface of the steel truss floor deck to obtain a plurality of fourth finite element analysis models, wherein the plurality of secondary purlins extend along the length direction and are spaced apart from each other in the width direction according to a third preset spacing; Using the fourth preset spacing, the spacing of the secondary keels of each of the fourth finite element analysis models is adjusted to obtain a plurality of fifth finite element analysis models; Reconstructing the main keel of each of the fourth finite element analysis models using the fifth preset spacing to obtain a plurality of sixth finite element analysis models; Reconstructing the main keel of each of the fifth finite element analysis models using a sixth preset spacing to obtain a plurality of seventh finite element analysis models; A force transmission component is provided between the main keel and the secondary keel of each seventh finite element analysis model to obtain a plurality of eighth finite element analysis models; The step of merging the plurality of first finite element analysis models, the plurality of second finite element analysis models and the plurality of third finite element analysis models to obtain the plurality of intermediate finite element analysis models comprises: Merging the plurality of first finite element analysis models, the plurality of second finite element analysis models, and the plurality of third finite element analysis models to obtain a first finite element analysis model group; merging a plurality of fourth finite element analysis models, a plurality of fifth finite element analysis models, a plurality of sixth finite element analysis models, a plurality of seventh finite element analysis models, and a plurality of eighth finite element analysis models to obtain a second finite element analysis model group; The first finite element analysis model group and the second finite element analysis model group are combined to obtain a plurality of the intermediate finite element analysis models.

4. The method according to claim 3, characterized in that Before the step of merging the first finite element analysis model group and the second finite element analysis model group to obtain a plurality of the intermediate finite element analysis models, the method further comprises: Adding a plurality of secondary keels to each fourth finite element analysis model, and adjusting the spacing of the secondary keels of each fourth finite element analysis model after the secondary keels are added using the seventh preset spacing, to obtain a plurality of ninth finite element analysis models; Using the eighth preset spacing, the spacing of the secondary keels of each fourth finite element analysis model after the secondary keels are added is adjusted to obtain a plurality of tenth finite element analysis models; Adding a plurality of secondary keels to each sixth finite element analysis model, and adjusting the spacing of the secondary keels of each sixth finite element analysis model after the secondary keels are added using the ninth preset spacing, to obtain a plurality of eleventh finite element analysis models; Using the tenth preset spacing, the spacing of the secondary keels of each sixth finite element analysis model after the secondary keels are added is adjusted to obtain a plurality of twelfth finite element analysis models; A force transmission component is provided between the main keel and the secondary keel in each of the twelfth finite element analysis models to obtain a plurality of thirteenth finite element analysis models; Merging a plurality of ninth finite element analysis models, a plurality of tenth finite element analysis models, a plurality of eleventh finite element analysis models, a plurality of twelfth finite element analysis models, and a plurality of thirteenth finite element analysis models to obtain a third finite element analysis model group; The step of merging the first finite element analysis model group and the second finite element analysis model group to obtain a plurality of the intermediate finite element analysis models comprises: The first finite element analysis model group, the second finite element analysis model group and the third finite element analysis model group are combined to obtain a plurality of the intermediate finite element analysis models.

5. The method according to claim 1, characterized in that There are various ways of connecting the primary and secondary keels, including direct contact connection between the primary keel and the secondary keel, or connection between the primary keel and the secondary keel via a supporting member.

6. The method according to claim 1, characterized in that Before the step of applying a uniformly distributed load to the steel truss floor deck of each intermediate finite element analysis model, the method further comprises: Obtaining a first deadweight of a steel truss floor deck in the initial finite element analysis model, a second deadweight of concrete corresponding to the initial finite element analysis model, and a construction live load corresponding to the initial finite element analysis model; The uniformly distributed load is determined using the first deadweight, the second deadweight and the construction live load.

7. The method according to claim 1, characterized in that The step of constructing an initial finite element analysis model according to a preset construction target includes: According to the construction goal, an initial finite element analysis model is constructed using ABAQUS.

8. A device for constructing a steel truss floor deck structure, characterized in that: The device comprises: An initial construction module, used to construct an initial finite element analysis model according to a preset construction target, wherein the initial finite element analysis model includes a main keel and a secondary keel; A reconstruction module, used to reconstruct the primary keel and the secondary keel according to preset setting rules and multiple primary and secondary keel connection methods to obtain multiple intermediate finite element analysis models, each of which includes a steel truss floor deck; A force application module, used for applying a uniformly distributed load to the steel truss floor deck of each intermediate finite element analysis model, and determining the deflection value of the steel truss floor deck of each intermediate finite element analysis model; A determination module, configured to determine a selected intermediate finite element analysis model from among the plurality of intermediate finite element analysis models based on the deflection value of each of the intermediate finite element analysis models; The structural construction module is used to construct an actual steel truss floor deck structure corresponding to the preset construction target using the selected intermediate finite element analysis model.

9. A terminal device, characterized in that: The terminal device includes: a memory, a processor, and a steel truss floor deck structure construction program stored in the memory and running on the processor. When the steel truss floor deck structure construction program is executed by the processor, the steps of the steel truss floor deck structure construction method described in any one of claims 1 to 7 are implemented.

10. A computer-readable storage medium, characterized in that: The computer-readable storage medium stores a steel bar truss floor deck structure construction program, and when the steel bar truss floor deck structure construction program is executed by the processor, the steps of the steel bar truss floor deck structure construction method according to any one of claims 1 to 7 are implemented.

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