Power construction platform and positioning mechanism of power construction platform

Abstract

The main purpose of the present application is to provide a power construction platform and a positioning mechanism of the power construction platform, wherein the positioning mechanism of the power construction platform comprises: a plurality of positioning rods arranged on a base horizontal base, and the plurality of positioning rods form a square frame; the height of each positioning rod in the square frame is adjusted based on the base horizontal base, so that the top surfaces of the plurality of positioning rods are on the same positioning horizontal plane; and the positioning horizontal plane is used as the only horizontal reference plane of the base template, the table template and the support column template in the power construction platform. The present application can realize one-time formwork erection, one-time positioning and batch pouring construction, and the entire project is standardized operation, so that the construction quality is guaranteed and the efficiency is improved.

Description

Technical Field

[0001] This invention relates to the field of power construction platform technology, and particularly to a power construction platform and a positioning mechanism for the power construction platform. Background Technology

[0002] Traditional power construction mainly relies on manual construction platforms. There are no corresponding standards for construction specifications, and the platforms are basically built directly according to the construction drawings and experience. The construction process depends entirely on manual handling, which leads to different sizes of templates for different construction platforms. Furthermore, it is impossible to handle the positioning and support between different processes during the construction process. At the same time, the manual efficiency is low.

[0003] In traditional construction, the baseline level is established through layout, formwork erection, rebar cage construction, and concrete pouring. The level is then manually smoothed during pouring. Even with a level instrument for planar positioning, a perfectly flat baseline cannot be achieved. Therefore, when constructing the power construction base, a leveling process is necessary. Traditional formwork, primarily made of wood or bamboo, is limited by its load-bearing and support capabilities, preventing the entire process from being completed in one go. Thus, the power construction base must be constructed and poured first. Because the flatness of the baseline cannot be guaranteed, a second leveling is required before constructing the first platform. This not only complicates the entire process but also compromises construction quality.

[0004] Meanwhile, because wooden and bamboo formwork are not standard components and are selected and assembled according to the construction process, the formwork used for power construction platforms in different locations is not consistent. After the formwork is erected, due to the use of traditional formwork with inconsistent sizes and specifications, the finished power platforms will have various problems, including unevenness and inconsistent elevations between different processes. Summary of the Invention

[0005] In view of this, the purpose of the present invention is to provide a power construction platform and a positioning mechanism for the power construction platform, so as to solve the above-mentioned technical problems.

[0006] This invention provides a power construction platform, comprising:

[0007] Several positioning rods are set on the basic horizontal base, and the several positioning rods form a square frame;

[0008] A base template is set outward from the square frame as a reference, and the base template is set along the periphery of the square frame;

[0009] A tabletop template is set inward from the square frame, and the tabletop template is set along the inner side of the square frame;

[0010] The elevation of several positioning rods is adjusted based on the basic horizontal base so that the top surfaces of the several positioning rods are on the same positioning horizontal plane.

[0011] Using the aforementioned positioning horizontal plane as a reference, and several positioning rods as the main body, corresponding matching vertical beams are connected to the several positioning rods to form the support system of the construction platform;

[0012] A first horizontal support frame is provided at the bottom of the support system, and a second horizontal support frame is provided at the top of the support system.

[0013] Using the first horizontal support frame as the main body, a first inner support is built inside the first horizontal support frame, and using the second horizontal support frame as the main body, a second inner support is built inside the second horizontal support frame, and a support column template is built along the first inner support and the second inner support;

[0014] The first reference plane of the base template is adjusted using the positioning horizontal plane as a reference, thereby determining the horizontal reference of the upper plane of the base formed when the base template is used as the casting template;

[0015] The first reference plane of the tabletop template is adjusted using the positioning horizontal plane as a reference to determine the elevation of the upper and lower positions of the tabletop template, so that the tabletop template can obtain spatial positioning. At the same time, by setting the upper and / or lower parts of the first horizontal support frame to be at the same horizontal plane as the upper and / or lower positions of the tabletop template, and setting the fixing beam in the first horizontal support frame to fix the upper and / or lower positions of the tabletop template, the tabletop template can be fixed and the spatial positioning can be determined by a second elevation.

[0016] The first and second horizontal support frames are used as the second reference planes to determine the lower and upper horizontal references of the support column template.

[0017] Furthermore, the positioning rod is fixed by positioning bolts pre-embedded in the foundation horizontal base; and there are at least four positioning rods, wherein the positioning bolts are pre-embedded by determining the position points according to the construction drawings during the foundation horizontal base construction or after construction.

[0018] Furthermore, the base template is set using the following steps:

[0019] Using the square frame as a reference, determine several evenly arranged construction positions according to the construction parameters marked on the construction drawings, and mark the construction positions.

[0020] Set up fixed frames at the designated construction locations, use several fixed frames as the construction benchmark, and splice them together according to the standard steel templates marked in the construction drawings to obtain the base template.

[0021] Furthermore, when adjusting the elevation of several of the positioning rods based on the basic horizontal base, the following method is used:

[0022] The elevation is determined by placing the level instrument on the basic horizontal base, and the positioning rods are positioned at the same elevation.

[0023] The elevation positions are marked on several positioning rods, and the positioning rods are uniformly cut along the elevation positions so that the top surfaces of the positioning rods are on the same positioning horizontal plane.

[0024] Furthermore, the positioning horizontal plane serves as the first reference plane for adjusting the horizontal reference of the base template and the platform template, and as the first reference plane for constructing the support system of the construction platform.

[0025] Furthermore, the countertop template is located on the base template, and the countertop template is assembled from several standard steel templates as indicated in the construction drawings.

[0026] Furthermore, the mating surfaces of the vertical beam and the positioning rod are of the same specification and are fixed with clamps.

[0027] The present invention also provides a positioning mechanism for a power construction platform, comprising: a plurality of positioning rods set on a foundation horizontal base, the plurality of positioning rods forming a square frame; and adjusting the elevation of each of the positioning rods in the square frame based on the foundation horizontal base, so that the top surfaces of the plurality of positioning rods are on the same positioning horizontal plane.

[0028] The aforementioned positioning horizontal plane serves as the sole horizontal reference plane for the base template, platform template, and support column template in the power construction platform.

[0029] Furthermore, using the aforementioned positioning horizontal plane as a reference, and several positioning rods as the main body, corresponding matching vertical beams are connected to the several positioning rods to form the support system of the construction platform;

[0030] The tabletop template and the support column template are fixed using the support system as a support frame.

[0031] Furthermore, a first horizontal support frame is provided at the bottom of the support system, and a second horizontal support frame is provided at the top of the support frame.

[0032] Using the first horizontal support frame as the main body, a first inner support is built inside the first horizontal support frame, and using the second horizontal support frame as the main body, a second inner support is built inside the second horizontal support frame, and a support column template is built along the first inner support and the second inner support;

[0033] The first reference plane of the base template is adjusted using the positioning horizontal plane as a reference, thereby determining the horizontal reference of the upper plane of the base formed when the base template is used as the casting template;

[0034] The first reference plane of the tabletop template is adjusted using the positioning horizontal plane as a reference to determine the elevation of the upper and lower positions of the tabletop template, so that the tabletop template can obtain spatial positioning. At the same time, by setting the upper and / or lower parts of the first horizontal support frame to be at the same horizontal plane as the upper and / or lower positions of the tabletop template, and setting the fixing beam in the first horizontal support frame to fix the upper and / or lower positions of the tabletop template, the tabletop template can be fixed and the spatial positioning can be determined by a second elevation.

[0035] The first and second horizontal support frames are used as the second reference planes to determine the lower and upper horizontal references of the support column template.

[0036] This application has the following beneficial effects:

[0037] This application constructs a positioning mechanism for a power construction platform. While building the support system of the power construction platform, the support system serves as the sole horizontal reference plane for the base template, platform template, and support column template within the entire power construction platform. In other words, different construction procedures can be horizontally positioned by calibrating the same positioning plane once. Using the same positioning plane ensures that the overall construction achieves standardized operations and avoids the problem of repeated positioning.

[0038] This application utilizes standardized workpieces in different construction processes. Therefore, according to the construction drawings, the template assembly for each process is performed using the same standardized workpieces, ensuring consistency in template assembly for the same process across different platforms. Simultaneously, the standardized workpieces increase assembly efficiency during actual assembly operations and completely eliminate the possibility of arbitrary assembly. The assembled templates also allow for visual and simple inspection after completion.

[0039] This application uses a number of positioning rods as the main body, with corresponding matching vertical beams connected to these rods to form the support system for the construction platform. The platform template and support column template are fixed using this support system as a supporting frame. Therefore, the support system in this application not only serves as the platform for the construction process but also enables the initial horizontal plane marking, using this horizontal plane as the sole horizontal reference plane for the base template, platform template, and support column template in the power construction platform, thus avoiding the problem of repeated positioning. Compared with traditional technologies, the support system in this application can serve as both the supporting frame for the construction platform and a horizontal reference for the erection and construction of templates in different processes. Attached Figure Description

[0040] Figure 1 This is a schematic diagram of the power construction platform structure of the present invention;

[0041] Figure 2 This is a front view of the power construction platform of the present invention;

[0042] Figure 3 , 4 Figures 5 and 6 are schematic diagrams of the partial structure of the power construction platform of the present invention from different orientations.

[0043] Icons: 1. Base template; 2. Positioning rod; 3. Fixing beam; 4. Platform template; 5. First horizontal support frame; 6. Support column template; 7. Foundation horizontal base; 8. Fixing frame; 13. First internal support; 16. Second internal support; 17. Second horizontal support frame. Detailed Implementation

[0044] 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 some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0045] See attached document Figures 1 to 5 The power construction platform described in this application includes a basic horizontal base 7. A power construction platform is positioned above the horizontal plane, and a first platform is provided on the power construction platform. Support columns are provided on the first platform. Traditional construction involves first constructing the basic horizontal base 7, then performing horizontal positioning to construct the power construction platform, followed by horizontal positioning and formwork erection to complete the construction of the first platform. After the first platform is completed, horizontal positioning is performed again to erect the support columns, and then construction begins.

[0046] This application involves a single formwork erection, a single positioning, and phased pouring construction. First, the power construction base is poured. After the pouring is completed and the base has hardened, the first platform can be poured. After the first platform has hardened, the support columns are poured.

[0047] The main objective of this application is to provide an electric power construction platform, comprising: a plurality of positioning rods 2 set on a foundation horizontal base 7, the plurality of positioning rods 2 forming a square frame; a base template 1 set outward from the square frame as a reference, the base template 1 being set along the periphery of the square frame; a platform template 4 set inward from the square frame as a reference, the platform template 4 being set along the inner side of the square frame; wherein, based on the foundation horizontal base 7, the elevation of the plurality of positioning rods 2 is adjusted so that the top surfaces of the plurality of positioning rods 2 are on the same positioning horizontal plane; using the positioning horizontal plane as a reference, the plurality of positioning rods 2 as the main body, and corresponding matching vertical beams are connected to the plurality of positioning rods 2 as the support system of the construction platform; a first horizontal support frame 5 is set at the bottom of the support system, and a second horizontal support frame 17 is set at the top of the support system; a first internal support 13 is built inside the first horizontal support frame 5 as the main body, and the second horizontal support 17 is used as the main body to construct a first internal support 13. The supporting frame 17 serves as the main body, and a second inner support 16 is built inside the second horizontal supporting frame 17. Support column templates 6 are then built along the first inner support 13 and the second inner support 16. The first reference plane of the base template 1 is adjusted using the positioning horizontal plane as a reference, thereby determining the horizontal reference of the upper plane of the base formed when the base template 1 is used as the casting template. The first reference plane of the platform template 4 is adjusted using the positioning horizontal plane as a reference, thereby determining the elevation of the upper and lower positions of the platform template 4, so that the platform template 4 obtains spatial positioning. Simultaneously, by setting the upper and / or lower parts of the first horizontal supporting frame 5 to be at the same horizontal plane as the upper and / or lower positions of the platform template 4, a fixing beam 3 is set in the first horizontal supporting frame 5 to fix the upper and / or lower positions of the platform template 4, thereby achieving the fixation of the platform template 4 and secondary elevation determination of spatial positioning. The lower and upper horizontal references of the support column template 6 are determined using the first horizontal supporting frame 5 and the second horizontal supporting frame 17 as second reference planes, respectively.

[0048] In some embodiments, the positioning rods 2 are fixed by positioning bolts pre-embedded in the foundation horizontal base 7; and there are at least four positioning rods 2, wherein the positioning bolts are pre-embedded according to the location points determined by the construction drawings during or after the construction of the foundation horizontal base 7. In this application, the position of the positioning rods 2 is determined by the construction drawings. The position of the positioning rods 2 not only determines the reference surface of the support system built with the positioning rods 2 as the reference for the base template 1, the platform template 4, and the support column template 6, but also plays a decisive role in the fixing of the platform template 4 and the support column template 6, and the use of the construction platform during the construction process. Therefore, when adjusting the elevation of several positioning rods 2 based on the foundation horizontal base 7, it is done as follows: by placing a level on the foundation horizontal base 7 to determine the elevation position, and making several positioning rods 2 at the same elevation position; marking the elevation position on several positioning rods 2, and uniformly cutting several positioning rods 2 along the elevation position, so that the top surfaces of several positioning rods 2 are on the same positioning horizontal plane.

[0049] In some embodiments, the base template 1 is set up using the following steps: taking the square frame as a reference, determining several evenly arranged construction positions according to the construction parameters marked on the construction drawings, and marking the construction positions; setting up fixing frames 8 at the marked construction positions, using the fixed fixing frames 8 as the construction reference, and splicing them according to the standard steel template marked on the construction drawings to obtain the base template 1, wherein the standard steel template is uniformly set up and processed according to the construction drawings before construction.

[0050] In some embodiments, the positioning horizontal plane serves as the first reference plane for adjusting the horizontal reference of the base template 1 and the platform template 4; and as the first reference plane for constructing the support system of the construction platform. In this application, a plurality of positioning rods 2 serve as the main body, and corresponding matching vertical beams are connected to the positioning rods 2 to form the support system of the construction platform; wherein, the platform template 4 and the support column template 6 are fixed using the support system as a support frame. Therefore, the support system in this application not only serves as the platform in the construction process of this application, but also enables the one-time marking of the positioning horizontal plane, using the positioning horizontal plane as the sole horizontal reference plane for the base template 1, platform template 4, and support column template 6 in the power construction platform, avoiding the problem of repeated positioning. Compared with traditional technologies, the support system of this application can serve as both the support frame of the construction platform and provide a horizontal reference for the construction and erection of templates in different processes.

[0051] In some embodiments, the countertop template 4 is located on the base template 1, and the countertop template 4 is assembled from several standard steel templates as indicated in the construction drawings.

[0052] In some embodiments, the mating surfaces of the vertical beam and the positioning rod 2 have the same specifications and are fixed by clamps.

[0053] The present invention also provides a positioning mechanism for a power construction platform, comprising: a plurality of positioning rods 2 set on a foundation horizontal base 7, the plurality of positioning rods 2 forming a square frame; adjusting the elevation of each of the positioning rods 2 in the square frame based on the foundation horizontal base 7, so that the top surfaces of the plurality of positioning rods 2 are on the same positioning horizontal plane; using the positioning horizontal plane as the only horizontal reference plane for the base template 1, the platform template 4 and the support column template 6 in the power construction platform.

[0054] Furthermore, using the positioning horizontal plane as a reference, and several positioning rods 2 as the main body, corresponding matching vertical beams are connected to the several positioning rods 2 to form the support system of the construction platform; wherein, the platform template 4 and the support column template 6 are fixed with the support system as the support frame.

[0055] Furthermore, a first horizontal support frame 5 is provided at the bottom of the support system, and a second horizontal support frame 17 is provided at the top of the support frame; a first inner support 13 is constructed inside the first horizontal support frame 5 as the main body, and a second inner support 16 is constructed inside the second horizontal support frame 17 as the main body; a support column template 6 is constructed along the first inner support 13 and the second inner support 16; the first reference plane of the base template 1 is adjusted using the positioning horizontal plane as a reference, thereby determining the horizontal reference of the upper plane of the base formed when the base template 1 is used as the casting template; the positioning horizontal plane is adjusted using the positioning horizontal plane as a reference. The first reference plane of the platform template 4 is adjusted using the horizontal plane as a reference to determine the elevation of the upper and lower positions of the platform template 4, so that the platform template 4 can obtain spatial positioning. At the same time, by setting the upper and / or lower parts of the first horizontal support frame 5 to be at the same horizontal plane as the upper and / or lower positions of the platform template 4, and setting the first horizontal support frame 5 to fix the upper and / or lower positions of the platform template 4, the platform template 4 is fixed and the spatial positioning is determined for a second elevation. The first horizontal support frame 5 and the second horizontal support frame 17 are used as the second reference planes to determine the lower and upper horizontal references of the support column template 6. This application constructs a positioning mechanism for the power construction platform. While building the support system of the power construction platform, the support system is used as the only horizontal reference plane for the base template 1, platform template 4 and support column template 6 in the entire power construction platform. That is, the horizontal positioning of different construction procedures is achieved through the calibration of the positioning horizontal plane. Using the same positioning horizontal plane can ensure that the overall construction achieves standardized operation and avoid the problem of repeated positioning.

[0056] This application utilizes standardized workpieces in different construction processes. Therefore, according to the construction drawings, the template assembly for each process is performed using the same standardized workpieces, ensuring consistency in template assembly for the same process across different platforms. Simultaneously, the standardized workpieces increase assembly efficiency during actual assembly operations and completely eliminate the possibility of arbitrary assembly. The assembled templates also allow for visual and simple inspection after completion.

[0057] Since the workpieces used in this application are all standard workpieces, in order to achieve the above-mentioned technical effects, this application also provides a design method for a power construction platform, including the following steps: obtaining power construction platform drawings; dividing the power construction platform into several construction procedures according to the power construction platform drawings; sequentially obtaining the construction procedures to determine the specification parameters of the process template during construction; setting workpiece parameters according to the specification parameters of the process template to form workpiece design drawings; modeling the workpiece according to the workpiece design drawings to obtain different types of standard workpieces; configuring workpiece modulus for the standard workpieces according to the specification data of the standard workpieces to obtain a standard workpiece library; sequentially obtaining the construction process of the construction procedure; calling the standard workpiece library to adaptively combine the master template according to the basic parameters of the process template in the construction process to obtain multiple combination results; performing workpiece modulus detection on the multiple combination results according to the combination path, and sequentially outputting the workpiece modulus dataset according to the combination path; performing optimal path detection on the workpiece modulus dataset to obtain the combination result under the optimal path.

[0058] Based on the above, the purpose of this application is to first standardize the workpieces in the construction process through design drawings. For example, steel formwork is uniformly used for the assembly of power construction bases. When designing standard workpieces, the service life, bending resistance, and demolding difficulty of the steel formwork are fully considered. Only the master formwork needs to be designed during the steel formwork design process. Then, preliminary verification is carried out in different construction examples. Through the accumulation of a large amount of construction experience, basic steel formwork specifications are obtained. For example, assuming that the width and thickness of the steel formwork are consistent, 100cm, 50cm, and 20cm lengths are used as the basic specifications. The base formwork is built using these three specifications of steel formwork, and the steel formwork of different specifications is fixed together using screws, clips, U-shaped fasteners, etc.

[0059] Based on the above, during the construction of the power construction base, several positioning rods 2 are set along the inner side of the steel formwork for the construction of the first platform and support columns, as well as for the formwork erection during construction. The positioning rods 2 are pre-fixed with screws embedded in the foundation horizontal base. The height of the positioning rods 2 is uniformly calibrated after the foundation horizontal base is leveled, thus ensuring that the tops of all positioning rods 2 are on the same horizontal plane, which marks the horizontal plane for subsequent construction. At the same time, the positions of the positioning rods 2 and the base formwork 1 are kept consistent. Then, the base reinforcement cage for pouring is constructed inside the base formwork 1. Using the positioning rods 2 as the foundation, the platform formwork 4 for pouring the first platform is built inward. The platform formwork 4 is located above the base reinforcement cage. Two fixing beams 3 are set on the positioning rods 2 for positioning and supporting the platform formwork 4. The fixing beams 3 fix the upper and lower ends of the platform formwork 4 respectively. Therefore, it is only necessary to ensure that the fixing beams 3 of the same height are on the same horizontal plane to achieve horizontal positioning and installation of the platform formwork 4.

[0060] As explained above, all workpieces in this application are standardized. Therefore, the positioning rod 2 also uses standardized workpieces. For example, when the length and width are consistent, the heights are 100cm, 50cm, and 20cm respectively as the reference specifications. The positioning rod 2 can be freely combined according to the height of the entire power construction platform, and the positioning rods 2 are fixed to each other using fastening reeds.

[0061] After the platform formwork 4 is erected, a platform reinforcement cage is built inside the platform formwork 4. Then, the support column formwork 6 is erected above the platform formwork. When the support column formwork 6 is erected, in order to fully consider the support capacity of the platform formwork 6, horizontal support frames 5 are built at different heights on the support column. The support column formwork 6 is fixed and supported by the horizontal support frames 5 (the lower and upper parts of the support column formwork 6 are determined by using the first horizontal support frame 5 and the second horizontal support frame 17 as the second reference plane).

[0062] In the above, both the countertop formwork and the support column formwork can be assembled using standardized parts. This application can define the specifications of the standard parts used for steel formwork, support columns, countertop formwork, and support column formwork, as well as the materials used, according to the actual construction process requirements and the specifications required by the construction drawings.

[0063] In the above-described manner, to facilitate reuse, workpiece standardization, and construction standardization, this application employs the aforementioned design method. Firstly, by constructing standardized workpieces for the construction process, the same type of workpiece is standardized. Therefore, according to the construction drawings, the template assembly for each process is performed using the same standardized workpieces, ensuring consistency in template assembly for the same process across different platforms. Simultaneously, standardized workpieces increase assembly efficiency during actual assembly operations and completely eliminate the possibility of arbitrary assembly. After assembly, it allows for visual and simple inspection.

[0064] In order to achieve better design and construction results, this application can provide the combination results of standard workpieces according to different construction procedures, and verify the supporting results of the combination, so that the different procedures of the entire platform can form a unified whole. That is to say, the purpose of standardized construction is achieved by erecting the formwork once and pouring it in stages. At the same time, it enables the organic integration between various procedures. Specifically, the connection position is set on the process template by positioning, supporting, and calibrating with other process templates. On the one hand, it facilitates the supporting verification of the obtained combination results and further optimizes the combination results. On the other hand, it also sets the foundation positioning, support, and elevation between different procedures in multiple dimensions.

[0065] In some embodiments, when modeling a workpiece according to its design drawings, the process includes: setting the workpiece as a master template according to the design drawings; calling the parameter configuration of the master template; configuring the parameters to be partially restricted based on the workpiece's functional classifier and setting the configuration parameter values ​​and global variables in the parameter editor; associating the parameter editor with the control module; and, under the control of the control module, forming the master template into corresponding specifications when it is called according to the set rules. In this application, the purpose of designing the master template is to avoid repetitive specification design for the same type of workpiece. Different specifications of standard parts can be obtained by stretching the master template. Specifically, taking a steel template as an example, setting the global variable to partial restriction means setting the thickness and height of the steel template to be consistent, and only setting the length as a free variable under restriction. As explained above, 100cm, 50cm, and 20cm lengths can be used as reference specifications. Therefore, when stretching the actual specification master template, 100cm, 50cm, and 20cm lengths can be obtained as reference specification steel templates. Similarly, the setting of the support columns is also the same.

[0066] It should be noted that the purpose of the above design is to allow for the selection of the corresponding master template when modeling the power construction platform using modeling software, or when actually constructing the formwork for pouring concrete in a certain process. Then, by using the stretching operation (for example, selecting the template in CAD, where the thickness and height are completely restricted to be unmodifiable and the length is restricted to be a free variable under a constraint, so during stretching, only 100cm, 50cm, and 20cm long steel templates can be formed as the baseline specifications), the corresponding steel template can be obtained without repeated modeling, making the design more convenient.

[0067] In some embodiments, the master template is classified according to the workpiece's purpose or construction function, forming a functional category symbol for the workpiece. Further, the functional category symbol is constructed as follows: a master template is obtained; classification parameters are defined based on the master template's parameter configuration and its function; and a functional category symbol is formed using these classification parameters. The classification parameters at least include a function description section, a parameter configuration section, and an association symbol section. The category symbol setting allows different templates to be accessed without complex calling procedures; the corresponding master template can be obtained simply by using the category symbol and constructing its shortcut key or quick access symbol.

[0068] In some embodiments, the method of associating the parameter editor with the control module includes: synchronizing the configuration parameter values ​​and global variables in the parameter editor according to the function classifier; performing target storage of the configuration parameter values ​​and global variables and the parent template they are applied to; performing a constraint configuration that sets the configuration parameter values ​​and global variables to partial restrictions; and writing control logic rules during the constraint configuration process. The control logic rules are used to ensure that when the parent template is called according to the set rules after the constraint configuration is executed, the parent template will form a corresponding specification with a defined shape. As explained above, for example, when operating in CAD, because the thickness and height are completely restricted to be unmodifiable, and the length is restricted to free variables under a constraint state, during stretching, only steel templates with lengths of 100cm, 50cm, and 20cm as the base specifications can be formed. This method is obtained by setting the configuration parameter values ​​and global variables to partial restrictions through constraint configuration.

[0069] Furthermore, the constrained configuration includes: obtaining the storage directory of the target storage; establishing a call path based on the storage directory and setting the call rules for the call path; using DSL to declare parameter constraints and construct logic control rules for code execution; and writing the logic control rules into the master template form constraint unit set in the management module.

[0070] In the above, the adaptive combination of the process template includes: obtaining the basic parameters of the process template in the construction process to obtain the process template structure; calling the corresponding functional classifier according to the structure of the process template to retrieve the parent template, and calling the control module according to the basic parameters of the process template to form several standard component templates of corresponding rules from the parent template; and arbitrarily combining several standard component templates to obtain multiple combination results of the process template. Taking the base template as an example, in order to facilitate the retrieval of the parent template and the selection of specifications, the above settings ensure that the parent template can be quickly retrieved and different specifications can be quickly selected. For example, using 100cm long, 50cm long, and 20cm long steel templates as the basic specifications for combination will yield several combination results.

[0071] In the above, when arbitrarily combining standard part templates, the process includes: obtaining static parameters of several standard part templates; obtaining the splicing structure of the process template, identifying the splicing structure and dividing the splicing structure into several splicing segments, as well as the structural parameter value of each splicing segment, and establishing a splicing path based on each splicing segment; performing interval matching or interpolation calculation according to the splicing path and the structural parameter value. During this process, the conflict handling when performing interval matching or interpolation calculation on standard part templates of different specifications is adjusted through a rule engine; wherein, multiple splicing paths form a closed-loop combination path according to the splicing structure. Continuing with the example of base formwork, when using steel formwork of 100cm, 50cm, and 20cm lengths as the standard specifications for combination, each splicing segment may actually have several combination results. However, not every combination result is usable. Assuming the total length of the base formwork is 220cm, there are combinations such as (100cm steel formwork, 100cm steel formwork, 20cm steel formwork), (100cm steel formwork, 20cm steel formwork, 100cm steel formwork), (100cm steel formwork, 50cm steel formwork, 50cm steel formwork, 20cm steel formwork), (50cm steel formwork, 100cm steel formwork, 50cm steel formwork, 20cm steel formwork), and (50cm steel formwork, 50cm steel formwork, 50cm steel formwork, 50cm steel formwork, 20cm steel formwork), etc.

[0072] In the above, the workpiece modulus detection for multiple combination results according to the combination path includes: setting the workpiece modulus of several standard part templates according to actual specification parameters; calibrating the standard part templates according to the connection relationship of the combination path, and assigning values ​​to the standard part templates according to the workpiece modulus to form a dataset. Taking the above combination as an example, assuming the workpiece modulus of the 100cm steel template is 100, the workpiece modulus of the 50cm steel template is 50, and the workpiece modulus of the 20cm steel template is 20, then the above combination represented by the dataset is: (100, 100, 20) combination, (100, 20, 100) combination, (100, 50, 50, 20) combination, (50, 100, 50, 20) combination, (50, 50, 50, 50, 20) combination.

[0073] In the above, the optimal path detection for the workpiece modulus dataset includes: obtaining the workpiece modulus dataset output under the combined path; performing minimum scale detection on the dataset; verifying the support of at least one candidate result obtained from the minimum scale detection; and obtaining the dataset under the optimal path through the support verification. Further, the support verification refers to: verifying the support based on several calibration points set on the process template. Further, the calibration points are connection points of the connecting templates set on the process template for positioning calibration, support calibration, and elevation position calibration with other process templates. Through this embodiment and the specific structural description of the power construction platform above, due to the existence of calibration points, when a calibration point is located as a support, it is necessary to ensure that the location can provide support. Therefore, generally, longer steel templates are selected as the support points, and a combination method with a small number and reasonable structure is used as much as possible, such as a (100, 100, 20) combination. This not only facilitates splicing and reduces the need for fixing between steel templates of different specifications during splicing, but also provides better disassembly performance due to the longer steel templates.

[0074] In the foregoing description, examples have been described with reference to specific exemplary embodiments. However, it will be apparent that various modifications and changes can be made to the specific examples without departing from the scope set forth in the appended claims, and the claims are not limited to the specific examples described above.

Claims

1. A power construction platform, characterized in that, include: A number of positioning rods (2) are set on the basic horizontal base (7), and the number of positioning rods (2) form a square frame; Based on the square frame, a base template (1) is set outward, and the base template (1) is set along the periphery of the square frame; Based on the square frame, a tabletop template (4) is set inward, and the tabletop template (4) is set along the inner side of the square frame; Among them, the elevation of several positioning rods (2) is adjusted based on the basic horizontal base (7) so that the top surfaces of several positioning rods (2) are on the same positioning horizontal plane; Using the aforementioned positioning horizontal plane as a reference, and several positioning rods (2) as the main body, the corresponding matching vertical beams are connected on the several positioning rods (2) as the support system of the construction platform; A first horizontal support frame (5) is provided at the bottom of the support system, and a second horizontal support frame (17) is provided at the top of the support system. Using the first horizontal support frame (5) as the main body, a first inner support (13) is built inside the first horizontal support frame (5), and using the second horizontal support frame (17) as the main body, a second inner support (16) is built inside the second horizontal support frame (17), and a support column template (6) is built along the first inner support (13) and the second inner support (16). The first reference plane of the base template (1) is adjusted using the positioning horizontal plane as a reference, thereby determining the horizontal reference of the upper plane of the base formed when the base template (1) is used as the casting template; The first reference plane of the table template (4) is adjusted using the positioning horizontal plane as a reference, thereby determining the elevation of the upper and lower positions of the table template (4) so ​​that the table template (4) can obtain spatial positioning. At the same time, by setting the upper and / or lower parts of the first horizontal support frame (5) to be on the same horizontal plane as the elevation of the upper and / or lower positions of the table template (4), and setting the fixing beam (3) in the first horizontal support frame (5) to fix the upper and / or lower positions of the table template (4), so as to fix the table template (4) and determine the elevation of the spatial positioning in a second way. The lower and upper horizontal references of the support column template (6) are determined by using the first horizontal support frame (5) and the second horizontal support frame (17) as the second reference planes, respectively.

2. The power construction platform according to claim 1, characterized in that, The positioning rod (2) is fixed by positioning bolts that are pre-embedded in the foundation horizontal base (7); and there are at least four positioning rods (2), wherein the positioning bolts are pre-embedded by determining the location points of the foundation horizontal base (7) during construction or after construction.

3. The power construction platform according to claim 1, characterized in that, The base template (1) is set using the following steps: Using the square frame as a reference, determine several evenly arranged construction positions according to the construction parameters marked on the construction drawings, and mark the construction positions. Set up a fixed frame (8) at the marked construction location, use the fixed frame (8) as the construction benchmark, and splice it according to the standard steel template marked in the construction drawings to obtain the base template (1).

4. The power construction platform according to claim 1, characterized in that, When adjusting the elevation of several positioning rods (2) based on the basic horizontal base (7), the following method shall be followed: The elevation position is determined by placing the level instrument on the basic horizontal base (7), and the positioning rods (2) are positioned at the same elevation position. Mark the elevation positions on several positioning rods (2), and cut the several positioning rods (2) uniformly along the elevation positions, so that the top surfaces of the several positioning rods (2) are on the same positioning horizontal plane.

5. The power construction platform according to claim 1 or 4, characterized in that, The positioning horizontal plane serves as the first reference plane for adjusting the horizontal reference of the base template (1) and the platform template (4), and as the first reference plane for building the support system of the construction platform.

6. The power construction platform according to claim 1, characterized in that, The tabletop template (4) is located on the base template (1), and the tabletop template (4) is made by splicing together several standard steel templates marked in the construction drawings.

7. The power construction platform according to claim 1, characterized in that, The mating surfaces of the vertical beam and the positioning rod (2) are of the same specification and are fixed with clamps.

8. A positioning mechanism for a power construction platform, used in any one of the power construction platforms described in claims 1-7, characterized in that: A number of positioning rods (2) are set on the basic horizontal base (7), and the number of positioning rods (2) form a square frame; based on the basic horizontal base (7), the elevation of each of the positioning rods (2) in the square frame is adjusted so that the top surfaces of the number of positioning rods (2) are on the same positioning horizontal plane; The positioning horizontal plane is used as the only horizontal reference plane for the base template (1), platform template (4) and support column template (6) in the power construction platform.

9. The positioning mechanism of the power construction platform according to claim 8, characterized in that, Using the aforementioned positioning horizontal plane as a reference, and several positioning rods (2) as the main body, the corresponding matching vertical beams are connected on the several positioning rods (2) as the support system of the construction platform; The tabletop template (4) and the support column template (6) are fixed with the support system as the support frame.

10. The positioning mechanism of the power construction platform according to claim 8 or 9, characterized in that, A first horizontal support frame (5) is provided at the bottom of the support system, and a second horizontal support frame (17) is provided at the top of the support frame. Using the first horizontal support frame (5) as the main body, a first inner support (13) is built inside the first horizontal support frame (5), and using the second horizontal support frame (17) as the main body, a second inner support (16) is built inside the second horizontal support frame (17), and a support column template (6) is built along the first inner support (13) and the second inner support (16). The first reference plane of the base template (1) is adjusted using the positioning horizontal plane as a reference, thereby determining the horizontal reference of the upper plane of the base formed when the base template (1) is used as the casting template; The first reference plane of the table template (4) is adjusted using the positioning horizontal plane as a reference, thereby determining the elevation of the upper and lower positions of the table template (4) so ​​that the table template (4) can obtain spatial positioning. At the same time, by setting the upper and / or lower parts of the first horizontal support frame (5) to be on the same horizontal plane as the elevation of the upper and / or lower positions of the table template (4), and setting the fixing beam (3) in the first horizontal support frame (5) to fix the upper and / or lower positions of the table template (4), so as to fix the table template (4) and determine the elevation of the spatial positioning in a second way. The lower and upper horizontal references of the support column template (6) are determined by using the first horizontal support frame (5) and the second horizontal support frame (17) as the second reference planes, respectively.

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