Horizontal force transmission member arrangement method, device, terminal equipment and storage medium

Abstract

The application discloses a horizontal force transmission component arrangement method, comprising: constructing an initial finite element analysis model including a horizontal force transmission component according to a preset construction target; reconstructing the horizontal force transmission component by using a plurality of preset sections to obtain a plurality of variable cross-section finite element analysis models; applying a first preset net soil pressure to a selected side wall in each variable cross-section finite element analysis model and determining a first displacement value; determining a selected section in the plurality of preset sections based on the first displacement value; and constructing an actual horizontal force transmission component corresponding to the preset construction target by using the selected section. The application further discloses a horizontal force transmission component arrangement device, a terminal device and a computer readable storage medium. By using the method of the application, the actual horizontal force transmission component can be better matched with a scene corresponding to the preset construction target, and the horizontal displacement resistance effect of the actual horizontal force transmission component is improved.

Description

Technical Field

[0001] This invention relates to the field of horizontal force transmission components, and in particular to a method, apparatus, terminal equipment, and computer-readable storage medium for arranging horizontal force transmission components. Background Technology

[0002] In building structures, the presence of post-cast strips divides the originally complete structural system into several independent parts. This is especially true for deep foundation pit projects, where the internal force transmission of the structure is not ideal under the action of external earth pressure loads, which can easily lead to uneven stress distribution and cause horizontal displacement of the structure.

[0003] To address this situation, during construction, after the concrete of the bottom slab on both sides of the post-cast strip is poured and before the backfilling is carried out outside the structure, horizontal force-transferring components are set between the post-cast strips to resist external loads and reduce structural deformation.

[0004] However, currently, the same scheme is used to set up horizontal force transmission components, which makes the horizontal force transmission components less effective at resisting horizontal displacement of the structure. Summary of the Invention

[0005] The main objective of this invention is to provide a method, apparatus, terminal device, and computer-readable storage medium for arranging horizontal force transmission components, aiming to solve the technical problem that the horizontal force transmission components in the prior art have poor resistance to horizontal displacement of the structure.

[0006] To achieve the above objectives, the present invention proposes a method for arranging horizontal force transmission components, the method comprising the following steps:

[0007] Based on the preset construction goals, an initial finite element analysis model is constructed, which includes horizontal force transmission components between post-cast strips.

[0008] The horizontal force transmission component is reconstructed using multiple preset cross sections to obtain multiple variable cross section finite element analysis models;

[0009] A first preset net earth pressure is applied to the selected sidewall in each of the variable cross-section finite element analysis models, and a first displacement value of the selected sidewall in each of the variable cross-section finite element analysis models is determined.

[0010] Based on the first displacement value of each of the variable cross-section finite element analysis models, a selected cross-section is determined from among the multiple preset cross-sections;

[0011] Using the selected cross section, construct the actual horizontal force transmission component corresponding to the preset construction target.

[0012] Optionally, before the step of reconstructing the horizontal force transmission component using multiple preset cross-sections to obtain multiple variable cross-section finite element analysis models, the method further includes:

[0013] Obtain the side height and width of the post-cast strip;

[0014] Using the side height, the cross-sectional area of ​​a plurality of preset cross-sections is determined; wherein, the cross-sectional areas of the plurality of cross-sections are equal;

[0015] The length of the horizontal force transmission component is determined using the width of the post-cast strip.

[0016] The step of reconstructing the horizontal force transmission component using multiple preset cross-sections to obtain multiple variable cross-section finite element analysis models includes:

[0017] By using multiple preset cross sections, cross-sectional areas, and component lengths, the horizontal force transmission component is reconstructed to obtain multiple variable cross-section finite element analysis models.

[0018] Optionally, before the step of constructing the actual horizontal force transmission component corresponding to the preset construction target using the selected cross-section, the method further includes:

[0019] By utilizing various connection methods, the horizontal force transmission component is reconstructed to obtain multiple variable connection finite element analysis models;

[0020] A second preset net earth pressure is applied to a selected sidewall in each of the variable connection finite element analysis models, and a second displacement value is determined for the selected sidewall in each of the variable connection finite element analysis models.

[0021] Based on the second displacement value of each of the variable connection finite element analysis models, a selected connection form is determined from the various connection forms;

[0022] The step of constructing the actual horizontal force transmission component corresponding to the preset construction target using the selected cross section includes:

[0023] The actual horizontal force transmission component is constructed using the selected cross-section and the selected connection type.

[0024] Optionally, before the step of reconstructing the horizontal force transmission component using multiple connection methods to obtain multiple variable connection finite element analysis models, the method further includes:

[0025] Obtain the width of the post-cast strip;

[0026] By utilizing the width of the post-cast strip and various connection methods, the lengths of various components corresponding to the horizontal force transmission component are determined;

[0027] The steps of reconstructing the horizontal force transmission component using multiple connection methods to obtain multiple variable connection finite element analysis models include:

[0028] By utilizing various connection types and component lengths, the horizontal force transmission component is reconstructed to obtain multiple variable connection finite element analysis models.

[0029] Optionally, before the step of constructing the actual horizontal force transmission member using the selected cross-section and the selected connection type, the method further includes:

[0030] By utilizing various arrangement spacings, the horizontal force transmission component is reconstructed to obtain multiple variable spacing finite element analysis models;

[0031] A third preset net earth pressure is applied to the selected sidewall in each of the variable spacing finite element analysis models, and a third displacement value is determined for the selected sidewall in each of the variable spacing finite element analysis models.

[0032] Based on the third displacement value of each of the variable connection finite element analysis models, the selected arrangement spacing is determined from among the various arrangement spacings;

[0033] The step of constructing the actual horizontal force transmission component using the selected cross-section and the selected connection type includes:

[0034] The actual horizontal force transmission component is constructed using the selected cross-section, the selected connection type, and the selected arrangement spacing.

[0035] Optionally, before the step of reconstructing the horizontal force transmission component using various arrangement spacings to obtain multiple variable-spacing finite element analysis models, the method further includes:

[0036] Determine the number of components in the horizontal force transmission component;

[0037] Determine the structural plate area in the initial finite element analysis model;

[0038] Based on the area of ​​the structural plate, determine the component area of ​​the horizontal force transmission component;

[0039] The step of reconstructing the horizontal force transmission component using various arrangement spacings to obtain multiple variable-spacing finite element analysis models includes:

[0040] By utilizing various arrangement spacings, the number of components, and the area of ​​the components, the horizontal force transmission component is reconstructed to obtain multiple variable spacing finite element analysis models.

[0041] Optionally, the step of constructing an initial finite element analysis model according to a preset construction goal includes:

[0042] Based on the preset construction goals, the initial finite element analysis model is constructed using ABAQUS.

[0043] Furthermore, to achieve the above objectives, the present invention also proposes a horizontal force transmission component device, the device comprising:

[0044] An initial construction module is used to construct an initial finite element analysis model according to a preset construction target. The initial finite element analysis model includes horizontal force transmission components between post-cast strips.

[0045] The reconstruction module is used to reconstruct the horizontal force transmission component using multiple preset cross sections to obtain multiple variable cross section finite element analysis models.

[0046] The first determining module is used to apply a first preset net earth pressure to the selected sidewall in each of the variable cross-section finite element analysis models, and to determine the first displacement value of the selected sidewall in each of the variable cross-section finite element analysis models.

[0047] The second determining module is used to determine the selected section from the multiple preset sections based on the first displacement value of each of the variable cross-section finite element analysis models;

[0048] A construction module is used to construct the actual horizontal force transmission component corresponding to the preset construction target using the selected cross section.

[0049] Furthermore, to achieve the above objectives, the present invention also proposes a terminal device, the terminal device comprising: a memory, a processor, and a horizontal force transmission component arrangement program stored in the memory and running on the processor, wherein when the horizontal force transmission component arrangement program is executed by the processor, it implements the steps of the horizontal force transmission component arrangement method as described in any of the above claims.

[0050] Furthermore, to achieve the above objectives, the present invention also proposes a computer-readable storage medium storing a horizontal force transmission component arrangement program, which, when executed by a processor, implements the steps of the horizontal force transmission component arrangement method as described in any of the preceding claims.

[0051] This invention proposes a method for arranging horizontal force transmission components. The method involves constructing an initial finite element analysis model based on a preset construction target. This initial finite element analysis model includes horizontal force transmission components between post-cast strips. Multiple preset cross-sections are used to reconstruct the horizontal force transmission components, resulting in multiple variable cross-section finite element analysis models. A first preset net earth pressure is applied to a selected sidewall in each variable cross-section finite element analysis model, and a first displacement value is determined for the selected sidewall in each variable cross-section finite element analysis model. Based on the first displacement value of each variable cross-section finite element analysis model, a selected cross-section is determined from among the multiple preset cross-sections. Finally, the actual horizontal force transmission component corresponding to the preset construction target is constructed using the selected cross-section.

[0052] Currently, using the same approach to design actual horizontal force transmission components results in a uniform form of these components, making it difficult to effectively resist horizontal displacement in scenarios corresponding to different preset construction targets. However, the method of this invention determines a selected section from multiple preset sections and constructs the actual horizontal force transmission component corresponding to the preset construction target using this selected section. This allows the actual horizontal force transmission component to better match the scenario corresponding to the preset construction target, enabling it to effectively resist horizontal displacement and improving its horizontal displacement resistance performance. Attached Figure Description

[0053] To more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on the structures shown in these drawings without creative effort.

[0054] Figure 1 This is a schematic diagram of the terminal device structure of the hardware operating environment involved in the embodiments of the present invention;

[0055] Figure 2 This is a flowchart illustrating the first embodiment of the horizontal force transmission component arrangement method of the present invention;

[0056] Figure 3 This is a schematic diagram of the structure of the initial finite element analysis model of the present invention;

[0057] Figure 4 This is a schematic diagram of the structure of the variable cross-section finite element analysis model of the present invention;

[0058] Figure 5 This is a schematic diagram of the structure of the variable connection finite element analysis model of the present invention;

[0059] Figure 6 This is a schematic diagram of the structure of the variable-spacing finite element analysis model of the present invention;

[0060] Figure 7 This is a structural block diagram of the first embodiment of the horizontal force transmission component device according to an embodiment of the present invention.

[0061] The realization of the objective, functional features and advantages of the present invention will be further explained in conjunction with the embodiments and with reference to the accompanying drawings. Detailed Implementation

[0062] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the scope of protection of the present invention.

[0063] Reference Figure 1 , Figure 1 This is a schematic diagram of the terminal device structure of the hardware operating environment involved in the embodiments of the present invention.

[0064] Typically, the terminal device includes: at least one processor 301, a memory 302, and a horizontal force transmission component arrangement program stored in the memory and executable on the processor, the horizontal force transmission component arrangement program being configured to implement the steps of the horizontal force transmission component arrangement method as described above.

[0065] Processor 301 may include one or more processing cores, such as a quad-core processor or an octa-core processor. Processor 301 may be implemented using at least one hardware form selected from DSP (Digital Signal Processing), FPGA (Field-Programmable Gate Array), and PLA (Programmable Logic Array). Processor 301 may also include a main processor and a coprocessor. The main processor, also known as a CPU (Central Processing Unit), is used to process data in the wake-up state; the coprocessor is a low-power processor used to process data in the standby state. In some embodiments, processor 301 may integrate a GPU (Graphics Processing Unit), which is responsible for rendering and drawing the content to be displayed on the screen. Processor 301 may also include an AI (Artificial Intelligence) processor, which processes operations related to the horizontal force transmission component arrangement method, enabling the horizontal force transmission component arrangement method model to learn autonomously, improving efficiency and accuracy.

[0066] The memory 302 may include one or more computer-readable storage media, which may be non-transitory. The memory 302 may also include high-speed random access memory and non-volatile memory, such as one or more disk storage devices or flash memory devices. In some embodiments, the non-transitory computer-readable storage media in the memory 302 are used to store at least one instruction, which is executed by the processor 301 to implement the horizontal force transmission member arrangement method provided in the method embodiments of the present invention.

[0067] In some embodiments, the terminal may also optionally include a communication interface 303 and at least one peripheral device. The processor 301, memory 302, and communication interface 303 can be connected via a bus or signal line. Each peripheral device can be connected to the communication interface 303 via a bus, signal line, or 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.

[0068] The communication interface 303 can be used to connect at least one I / O (Input / Output) related peripheral device 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 can be implemented on separate chips or circuit boards, which is not limited in this embodiment.

[0069] The radio frequency (RF) circuit 304 is used to receive and transmit RF (Radio Frequency) signals, also known as electromagnetic signals. The RF circuit 304 communicates with communication networks and other communication devices via electromagnetic signals. The RF circuit 304 converts electrical signals into electromagnetic signals for transmission, or converts received electromagnetic signals back into electrical signals. Optionally, the RF 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, etc. The RF circuit 304 can communicate with other terminals through at least one wireless communication protocol. This wireless communication protocol includes, but is not limited to: metropolitan area networks (MANs), various generations of mobile communication networks (2G, 3G, 4G, and 5G), wireless local area networks (WLANs), and / or WiFi (Wireless Fidelity) networks. In some embodiments, the RF circuit 304 may also include circuitry related to NFC (Near Field Communication), which is not limited in this respect.

[0070] Display screen 305 is used to display a UI (User Interface). This UI may include graphics, text, icons, videos, and any combination thereof. When display screen 305 is a touch display screen, it also has the ability to collect touch signals on or above its surface. These touch signals can be input as control signals to processor 301 for processing. In this case, display screen 305 can also be used to provide virtual buttons and / or a virtual keyboard, also known as soft buttons and / or a soft keyboard. In some embodiments, display screen 305 can be a single screen, the front panel of an electronic device; in other embodiments, display screen 305 can be at least two screens, respectively disposed on different surfaces of the electronic device or in a folded design; in still other embodiments, display screen 305 can be a flexible display screen, disposed on a curved or folded surface of the electronic device. Furthermore, display screen 305 can also be configured as a non-rectangular, irregular shape, i.e., a non-rectangular screen. Display screen 305 can be made of materials such as LCD (Liquid Crystal Display) or OLED (Organic Light-Emitting Diode).

[0071] Power supply 306 is used to supply power to various components in an electronic device. Power supply 306 can be AC ​​power, DC power, a disposable battery, or a rechargeable battery. When power supply 306 includes a rechargeable battery, the rechargeable battery can support wired or wireless charging. The rechargeable battery can also be used to support fast charging technology.

[0072] Those skilled in the art will understand that Figure 1 The structure shown does not constitute a limitation on the terminal device and may include more or fewer components than shown, or combine certain components, or have different component arrangements.

[0073] Furthermore, embodiments of the present invention also propose a computer-readable storage medium storing a horizontal force transmission component arrangement program. When executed by a processor, the horizontal force transmission component arrangement program implements the steps of the horizontal force transmission component arrangement method described above. Therefore, further details will not be repeated here. Additionally, the beneficial effects of using the same method will not be repeated. For technical details not disclosed in the embodiments of the computer-readable storage medium involved in the present invention, please refer to the description of the method embodiments of the present invention. As an example, program instructions can be deployed to execute on a single terminal device, or on multiple terminal devices located in one location, or on multiple terminal devices distributed in multiple locations and interconnected via a communication network.

[0074] Those skilled in the art will understand that all or part of the processes in the above embodiments can be implemented by a computer program instructing related hardware. The program can be stored in a computer-readable storage medium, and when executed, it can include the processes of the embodiments of the above methods. The computer-readable storage medium can be a magnetic disk, optical disk, read-only memory (ROM), or random access memory (RAM), etc.

[0075] Based on the above hardware structure, an embodiment of the horizontal force transmission component arrangement method of the present invention is proposed.

[0076] Reference Figure 2 , Figure 2 This is a flowchart illustrating the first embodiment of the horizontal force transmission component arrangement method of the present invention. The method is used in a terminal device and includes the following steps:

[0077] Step S11: Construct an initial finite element analysis model according to the preset construction target. The initial finite element analysis model includes horizontal force transmission components between post-cast strips.

[0078] It should be noted that the executing entity of this invention is a terminal device, which is equipped with a horizontal force transmission component arrangement program. When the terminal device executes the horizontal force transmission component arrangement program, it implements the steps of the horizontal force transmission component arrangement method of this invention.

[0079] Generally speaking, the preset construction target can refer to the parameters set by the user based on the requirements to build the initial finite element analysis model. The parameters in the preset construction target can be set for the actual horizontal force transmission components. The initial finite element analysis model is built using the preset construction target. The initial finite element analysis model includes the post-cast strip, the main structure on both sides of the post-cast strip, and the horizontal force transmission components between the post-cast strip.

[0080] Reference Figure 3 , Figure 3 This is a schematic diagram of the initial finite element analysis model of the present invention. Figure 3 The E-shaped main structures on both sides of the middle are the main structures on both sides of the post-pouring strip. The main structure of the post-pouring strip on each side has a retaining wall 1, and the horizontal force transmission structure 2 between the post-pouring strips is used to connect the main structures 1 on both sides of the post-pouring strip.

[0081] Furthermore, the step of constructing an initial finite element analysis model according to a preset construction goal includes: constructing the initial finite element analysis model using ABAQUS according to the preset construction goal.

[0082] In practical applications, based on the preset construction goals, the main structure (the main structures on both sides of the post-cast strip) and the horizontal force transmission structure are constructed using a concrete plastic damage model and a solid element elastoplastic model, respectively, to obtain the initial finite element analysis model. When establishing the initial finite element analysis model, the concrete of the main structure is simulated using solid elements and a concrete plastic damage model, while the steel of the horizontal force transmission structure is simulated using a solid element elastoplastic model. Since this calculation model mainly considers the influence of the force transmission components on the horizontal displacement of the structure, the effect of the reinforcing steel within the structure is not considered for the time being; static earth pressure is applied to one side of the model.

[0083] Step S12: Reconstruct the horizontal force transmission component using multiple preset cross sections to obtain multiple variable cross section finite element analysis models.

[0084] In this invention, the multiple preset cross sections include three types: H-shaped, circular, and square. When reconstructing the horizontal force transmission component, it is necessary to ensure that the steel type and cross-sectional area are kept as consistent as possible, so that the variable is controlled as much as possible by the cross-section factor.

[0085] Furthermore, before the step of reconstructing the horizontal force transmission component using multiple preset cross-sections to obtain multiple variable cross-section finite element analysis models, the method further includes: obtaining the side height and width of the post-cast strip; determining the cross-sectional area of ​​multiple preset cross-sections using the side height; wherein the multiple cross-sectional areas are equal; and determining the component length of the horizontal force transmission component using the width of the post-cast strip. Correspondingly, the step of reconstructing the horizontal force transmission component using multiple preset cross-sections to obtain multiple variable cross-section finite element analysis models includes: reconstructing the horizontal force transmission component using multiple preset cross-sections, the cross-sectional area, and the component length to obtain multiple variable cross-section finite element analysis models. In this case, the corresponding multiple variable cross-section finite element analysis models are three variable cross-section finite element analysis models—a circular cross-section, an H-shaped cross-section, and a square cross-section.

[0086] Meanwhile, in order to ensure the uniqueness of the control variables, the connection form and arrangement spacing of the force transmission components in the above variable cross-section finite element analysis model need to be kept the same, so that the variables are controlled as much as possible in one cross-sectional shape.

[0087] Reference Figure 4 , Figure 4 This is a schematic diagram of the structure of the variable cross-section finite element analysis model of the present invention. Figure 4 The horizontal force transmission component in the middle has an H-shaped cross section. Figure 4 The specific dimensions shown are merely illustrative and do not constitute a limitation.

[0088] Step S13: Apply a first preset net earth pressure to the selected sidewall in each of the variable cross-section finite element analysis models, and determine the first displacement value of the selected sidewall in each of the variable cross-section finite element analysis models.

[0089] Step S14: Based on the first displacement value of each of the variable cross-section finite element analysis models, determine the selected cross-section among the multiple preset cross-sections.

[0090] Step S15: Using the selected cross section, construct the actual horizontal force transmission component corresponding to the preset construction target.

[0091] The first preset net earth pressure can be set by the user based on their needs; this invention does not limit this setting. The first preset net earth pressure applied to the selected sidewalls in multiple variable cross-section finite element analysis models is the same. The selected sidewall can be any sidewall in the variable cross-section finite element analysis model, and the selected sidewalls in multiple variable cross-section finite element analysis models are the same; that is, the selected sidewalls in multiple variable cross-section finite element analysis models are all sidewalls at the same location, such as the right-side sidewall of multiple variable cross-section finite element analysis models placed upright. The first displacement value refers to the displacement value at the point of maximum deformation of the selected sidewall.

[0092] The larger the first displacement value, the greater the deformation; the smaller the first displacement value, the smaller the deformation. At this point, it is necessary to select the variable cross-section finite element analysis model with the smallest first displacement value, determine the cross-section corresponding to the variable cross-section finite element analysis model as the selected cross-section, and then continue to use the selected cross-section to construct the actual horizontal force transmission component of the entity corresponding to the actual preset construction target.

[0093] Furthermore, before the step of constructing the actual horizontal force transmission component corresponding to the preset construction target using the selected cross section, the method further includes: reconstructing the horizontal force transmission component using multiple connection forms to obtain multiple variable connection finite element analysis models; applying a second preset net earth pressure to a selected sidewall in each variable connection finite element analysis model and determining a second displacement value of the selected sidewall in each variable connection finite element analysis model; determining a selected connection form among the multiple connection forms based on the second displacement value of each variable connection finite element analysis model; the step of constructing the actual horizontal force transmission component corresponding to the preset construction target using the selected cross section includes: constructing the actual horizontal force transmission component using the selected cross section and the selected connection form.

[0094] In this embodiment, another influencing factor was determined—the connection type. In this case, horizontal force-transmitting components with the same steel type, cross-section (e.g., all circular), and cross-sectional area were selected. Furthermore, the spacing between these horizontal force-transmitting components was kept consistent. Multiple connection types included welding (binding connection) and anchoring connection; that is, the finite element analysis model for multiple variable connections was reduced to two variable connection finite element analysis models.

[0095] Furthermore, before the step of reconstructing the horizontal force transmission component using multiple connection methods to obtain multiple variable connection finite element analysis models, the method further includes: obtaining the width of the post-cast strip; determining multiple component lengths corresponding to the horizontal force transmission component using the width of the post-cast strip and the multiple connection methods; the step of reconstructing the horizontal force transmission component using multiple connection methods to obtain multiple variable connection finite element analysis models includes: reconstructing the horizontal force transmission component using the multiple connection methods and the multiple component lengths to obtain multiple variable connection finite element analysis models. Specifically, for welded (bound) horizontal force transmission components, the component length is equal to the width of the post-cast strip, and the component ends are bound to the main structure; for horizontal force transmission components using anchored connections, the length is greater than the width of the post-cast strip, the specific length depending on the size of the anchoring section, and the anchoring section is embedded to the main structure.

[0096] Similar to the principle above, the second preset net earth pressure can be set by the user based on their needs. This invention does not limit this setting. The second preset net earth pressure is the same for the selected sidewall in multiple variable connection finite element analysis models. The selected sidewall in the variable connection finite element analysis model is similar to the selected sidewall in the variable cross-section finite element analysis model above, and can be any one of them. At the same time, the displacement value at the maximum deformation of the selected sidewall in the variable connection finite element analysis model is selected as the second displacement value. The connection form with the smallest second displacement value is still determined as the selected connection form. The selected cross-section and the selected connection form are then used to construct the actual horizontal force transmission component.

[0097] Reference Figure 5 , Figure 5 This is a schematic diagram of the structure of the variable connection finite element analysis model of the present invention. The cross section of the horizontal force transmission component is an H-shaped cross section, and the connection type is an anchored connection, which is a steel anchored connection.

[0098] Furthermore, before the step of constructing the actual horizontal force transmission component using the selected cross-section and the selected connection form, the method further includes: reconstructing the horizontal force transmission component using multiple arrangement spacings to obtain multiple variable spacing finite element analysis models; applying a third preset net earth pressure to a selected sidewall in each variable spacing finite element analysis model and determining a third displacement value of the selected sidewall in each variable spacing finite element analysis model; determining a selected arrangement spacing from among the multiple arrangement spacings based on the third displacement value of each variable connection finite element analysis model; the step of constructing the actual horizontal force transmission component using the selected cross-section and the selected connection form includes: constructing the actual horizontal force transmission component using the selected cross-section, the selected connection form, and the selected arrangement spacing.

[0099] In this embodiment, another influencing factor was determined—the arrangement spacing. In this case, horizontal force-transmitting components with the same steel type, cross-section (e.g., all circular), and cross-sectional area were selected. Furthermore, the connection methods between the horizontal force-transmitting components were kept consistent. Various arrangement spacings can be set by the user based on their needs; this invention does not impose specific limitations.

[0100] Prior to the step of reconstructing the horizontal force transmission component using multiple arrangement spacings to obtain multiple variable-spacing finite element analysis models, the method further includes: determining the number of components of the horizontal force transmission component; determining the structural plate area of ​​the structural plate in the initial finite element analysis model; and determining the component area of ​​the horizontal force transmission component based on the structural plate area. The step of reconstructing the horizontal force transmission component using multiple arrangement spacings to obtain multiple variable-spacing finite element analysis models includes: reconstructing the horizontal force transmission component using multiple arrangement spacings, the number of components, and the component area to obtain multiple variable-spacing finite element analysis models.

[0101] First, arrange horizontal force transmission components according to the spacing of the structural frame columns in the initial finite element analysis model. These components are generally placed between the cross sections of the frame beams, and horizontal force transmission components with larger cross-sectional areas can be selected. Then, arrange horizontal force transmission components along the span direction of the structural slab, and arrange the corresponding number of force transmission components according to the size of the spacing. Generally, the cross-sectional area of ​​the slab is small, and the cross-sectional area of ​​the selected horizontal force transmission components is also correspondingly small.

[0102] Similar to the principle described above, the third preset net earth pressure can be set by the user based on their needs. This invention does not limit this setting. The third preset net earth pressure is the same for the selected sidewalls in multiple variable-spacing finite element analysis models. The selected sidewall in the variable-spacing finite element analysis model is similar to the selected sidewall in the variable-section finite element analysis model described above. It can be any one of them. At the same time, the displacement value at the maximum deformation of the selected sidewall in the variable-spacing finite element analysis model is selected as the third displacement value. The arrangement spacing with the minimum third displacement value is also determined as the selected arrangement spacing. The actual horizontal force transmission component is constructed by continuing to use the selected section, the selected connection form, and the selected arrangement spacing.

[0103] Reference Figure 6 , Figure 6 This is a schematic diagram of the structure of the variable-spacing finite element analysis model of the present invention. Figure 6 In the middle, the cross section of the horizontal force transmission structure is H-shaped, and the arrangement spacing is 750mm.

[0104] It is understood that in this invention, three influencing factors are proposed. Each time, the selected cross section, the selected connection form, and the selected arrangement spacing are determined by controlling variables. Then, the actual horizontal force transmission component is constructed by continuing to use the selected cross section, the selected connection form, and the selected arrangement spacing.

[0105] This invention proposes a method for arranging horizontal force transmission components. The method involves constructing an initial finite element analysis model based on a preset construction target. This initial finite element analysis model includes horizontal force transmission components between post-cast strips. Multiple preset cross-sections are used to reconstruct the horizontal force transmission components, resulting in multiple variable cross-section finite element analysis models. A first preset net earth pressure is applied to a selected sidewall in each variable cross-section finite element analysis model, and a first displacement value is determined for the selected sidewall in each variable cross-section finite element analysis model. Based on the first displacement value of each variable cross-section finite element analysis model, a selected cross-section is determined from among the multiple preset cross-sections. Finally, the actual horizontal force transmission component corresponding to the preset construction target is constructed using the selected cross-section.

[0106] Currently, using the same approach to design actual horizontal force transmission components results in a uniform form of these components, making it difficult to effectively resist horizontal displacement in scenarios corresponding to different preset construction targets. However, the method of this invention determines a selected section from multiple preset sections and constructs the actual horizontal force transmission component corresponding to the preset construction target using this selected section. This allows the actual horizontal force transmission component to better match the scenario corresponding to the preset construction target, enabling it to effectively resist horizontal displacement and improving its horizontal displacement resistance performance.

[0107] Reference Figure 7 , Figure 7 This is a structural block diagram of a first embodiment of the horizontal force transmission component device of the present invention. The device is used in a terminal device and, based on the same inventive concept as the foregoing embodiments, includes:

[0108] The initial construction module 10 is used to construct an initial finite element analysis model according to a preset construction target. The initial finite element analysis model includes horizontal force transmission components between post-cast strips.

[0109] The reconstruction module 20 is used to reconstruct the horizontal force transmission component using multiple preset cross sections to obtain multiple variable cross section finite element analysis models.

[0110] The first determining module 30 is used to apply a first preset net earth pressure to the selected sidewall in each of the variable cross-section finite element analysis models, and to determine the first displacement value of the selected sidewall in each of the variable cross-section finite element analysis models.

[0111] The second determining module 40 is used to determine the selected section from the plurality of preset sections based on the first displacement value of each of the variable cross-section finite element analysis models.

[0112] The construction module 50 is used to construct the actual horizontal force transmission component corresponding to the preset construction target using the selected cross section.

[0113] It should be noted that since the steps performed by the device in this embodiment are the same as those in the aforementioned method embodiments, the specific implementation methods and the technical effects that can be achieved can be referred to the aforementioned embodiments, and will not be repeated here.

[0114] The above description is merely an optional embodiment of the present invention and does not limit the patent scope of the present invention. All equivalent structural transformations made using the contents of the present invention's specification and drawings under the inventive concept of the present invention, or direct / indirect applications in other related technical fields, are included within the patent protection scope of the present invention.

Claims

1. A method for arranging horizontal force transmission components, characterized in that, The method includes the following steps: Based on the preset construction goals, an initial finite element analysis model is constructed, which includes horizontal force transmission components between post-cast strips. The horizontal force transmission component is reconstructed using multiple preset cross sections to obtain multiple variable cross section finite element analysis models; A first preset net earth pressure is applied to the selected sidewall in each of the variable cross-section finite element analysis models, and a first displacement value of the selected sidewall in each of the variable cross-section finite element analysis models is determined. Based on the first displacement value of each of the variable cross-section finite element analysis models, a selected cross-section is determined from among the multiple preset cross-sections; Using the selected cross section, construct the actual horizontal force transmission component corresponding to the preset construction target; Before the step of constructing the actual horizontal force transmission component corresponding to the preset construction target using the selected cross section, the method further includes: By utilizing various connection methods, the horizontal force transmission component is reconstructed to obtain multiple variable connection finite element analysis models; A second preset net earth pressure is applied to a selected sidewall in each of the variable connection finite element analysis models, and a second displacement value is determined for the selected sidewall in each of the variable connection finite element analysis models. Based on the second displacement value of each of the variable connection finite element analysis models, a selected connection form is determined from the various connection forms; The step of constructing the actual horizontal force transmission component corresponding to the preset construction target using the selected cross section includes: The actual horizontal force transmission component is constructed using the selected cross-section and the selected connection type.

2. The method as described in claim 1, characterized in that, Before the step of reconstructing the horizontal force transmission component using multiple preset cross-sections to obtain multiple variable cross-section finite element analysis models, the method further includes: Obtain the side height and width of the post-cast strip; Using the side height, the cross-sectional area of ​​a plurality of preset cross-sections is determined; wherein, the cross-sectional areas of the plurality of cross-sections are equal; The length of the horizontal force transmission component is determined using the width of the post-cast strip. The step of reconstructing the horizontal force transmission component using multiple preset cross-sections to obtain multiple variable cross-section finite element analysis models includes: By using multiple preset cross sections, cross-sectional areas, and component lengths, the horizontal force transmission component is reconstructed to obtain multiple variable cross-section finite element analysis models.

3. The method as described in claim 1, characterized in that, Before the step of reconstructing the horizontal force transmission component using multiple connection methods to obtain multiple variable connection finite element analysis models, the method further includes: Obtain the width of the post-cast strip; By utilizing the width of the post-cast strip and various connection methods, the lengths of various components corresponding to the horizontal force transmission component are determined; The steps of reconstructing the horizontal force transmission component using multiple connection methods to obtain multiple variable connection finite element analysis models include: By utilizing various connection types and component lengths, the horizontal force transmission component is reconstructed to obtain multiple variable connection finite element analysis models.

4. The method as described in claim 1, characterized in that, Before the step of constructing the actual horizontal force transmission component using the selected cross-section and the selected connection type, the method further includes: By utilizing various arrangement spacings, the horizontal force transmission component is reconstructed to obtain multiple variable spacing finite element analysis models; A third preset net earth pressure is applied to the selected sidewall in each of the variable spacing finite element analysis models, and a third displacement value is determined for the selected sidewall in each of the variable spacing finite element analysis models. Based on the third displacement value of each of the variable connection finite element analysis models, the selected arrangement spacing is determined from among the various arrangement spacings; The step of constructing the actual horizontal force transmission component using the selected cross-section and the selected connection type includes: The actual horizontal force transmission component is constructed using the selected cross-section, the selected connection type, and the selected arrangement spacing.

5. The method as described in claim 4, characterized in that, Before the step of reconstructing the horizontal force transmission component using various arrangement spacings to obtain multiple variable-spacing finite element analysis models, the method further includes: Determine the number of components in the horizontal force transmission component; Determine the structural plate area in the initial finite element analysis model; Based on the area of ​​the structural plate, determine the component area of ​​the horizontal force transmission component; The step of reconstructing the horizontal force transmission component using various arrangement spacings to obtain multiple variable-spacing finite element analysis models includes: By utilizing various arrangement spacings, the number of components, and the area of ​​the components, the horizontal force transmission component is reconstructed to obtain multiple variable spacing finite element analysis models.

6. The method according to any one of claims 1-5, characterized in that, The step of constructing an initial finite element analysis model according to a preset construction goal includes: Based on the preset construction goals, the initial finite element analysis model is constructed using ABAQUS.

7. A horizontal force transmission component device, characterized in that, The device includes: An initial construction module is used to construct an initial finite element analysis model according to a preset construction target. The initial finite element analysis model includes horizontal force transmission components between post-cast strips. The reconstruction module is used to reconstruct the horizontal force transmission component using multiple preset cross sections to obtain multiple variable cross section finite element analysis models. The first determining module is used to apply a first preset net earth pressure to the selected sidewall in each of the variable cross-section finite element analysis models, and to determine the first displacement value of the selected sidewall in each of the variable cross-section finite element analysis models. The second determining module is used to determine the selected section from the multiple preset sections based on the first displacement value of each of the variable cross-section finite element analysis models; The construction module is used to construct the actual horizontal force transmission component corresponding to the preset construction target using the selected cross section; The horizontal force transmission component device is also used to reconstruct the horizontal force transmission component using multiple connection methods to obtain multiple variable connection finite element analysis models; apply a second preset net earth pressure to a selected sidewall in each variable connection finite element analysis model, and determine a second displacement value of the selected sidewall in each variable connection finite element analysis model; and determine a selected connection method among the multiple connection methods based on the second displacement value of each variable connection finite element analysis model. The construction module is specifically used to construct the actual horizontal force transmission component using the selected cross-section and the selected connection form.

8. A terminal device, characterized in that, The terminal device includes: a memory, a processor, and a horizontal force transmission component arrangement program stored in the memory and running on the processor, wherein when the horizontal force transmission component arrangement program is executed by the processor, it implements the steps of the horizontal force transmission component arrangement method as described in any one of claims 1 to 6.

9. A computer-readable storage medium, characterized in that, The computer-readable storage medium stores a horizontal force transmission component arrangement program, which, when executed by a processor, implements the steps of the horizontal force transmission component arrangement method as described in any one of claims 1 to 6.

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