Electric power construction platform and positioning mechanism of electric power construction platform

Abstract

The invention mainly aims at providing an electric power construction platform and a positioning mechanism of the electric power construction platform, and the positioning mechanism of the electric power construction platform comprises a plurality of positioning rods arranged on a foundation horizontal base, and the plurality of positioning rods form a square frame; the elevation of each positioning rod in the square frame is adjusted on the basis of a basic horizontal base, so that the top surfaces of the multiple positioning rods are located on the same positioning horizontal plane; and the positioning horizontal plane is used as the only horizontal datum plane of a base template, a table-board template and a supporting column template in the power construction platform. According to the construction method, through one-time formwork building, one-time positioning and batch pouring construction, the whole project is subjected to standardized operation, the construction quality is guaranteed, and meanwhile the efficiency is improved.

Description

Technical Field

[0001] The present invention relates to the technical field of electric power construction platforms, and in particular to an electric power construction platform and a positioning mechanism of the electric power construction platform. Background Art

[0002] Traditional power construction basically uses manual construction of construction platforms. There is no corresponding standard for construction specifications. Basically, they are directly built according to construction drawings and combined with experience. The construction process relies entirely on manual processing, which will result in different sizes of templates built on different construction platforms. It is also impossible to handle the positioning and support between different processes during the construction process. At the same time, manual efficiency is low.

[0003] In traditional construction, the bottom reference horizontal surface is determined by laying out lines, supporting formwork, building steel cages, and pouring concrete. During pouring, the horizontal surface is manually smoothed. Even if a level is used for plane positioning during this process, the reference horizontal surface cannot be very flat. Therefore, when constructing the power construction base, it is necessary to re-level the surface. Since traditional support formwork is basically made of wood and bamboo formwork, the construction is limited by the load-bearing capacity and support capacity, and the entire process cannot be completed in one formwork. Therefore, it is necessary to first formwork and pour the power construction base. Since the flatness of the reference horizontal surface cannot be guaranteed, the horizontal surface still needs to be positioned again when constructing the first table after the power construction base is poured. This not only makes the entire process cumbersome, but also cannot guarantee the quality of construction.

[0004] Furthermore, because wooden and bamboo formwork are not standardized and are constructed and selected based on construction needs, the formwork used on power construction platforms in different locations varies. Once the formwork is established, the traditional formwork used, with varying sizes and specifications, can cause varying degrees of problems on the power platforms, including unevenness and inconsistent elevations between different stages. Summary of the Invention

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

[0006] The present invention provides an electric power construction platform, comprising: A plurality of positioning rods are arranged on a basic horizontal base, and the plurality of positioning rods form a square frame; Taking the square frame as a reference, a base template is arranged outwardly, and the base template is arranged along the periphery of the square frame; Taking the square frame as a reference, a table top template is arranged inwardly, and the table top template is arranged along the inner side of the square frame; The height of the positioning rods is adjusted based on the foundation horizontal base, so that the top surfaces of the positioning rods are on the same positioning horizontal plane. The positioning horizontal plane is used as a reference, and the positioning rods are used as the main body. The corresponding matching vertical beams are connected to the positioning rods as the support system of the construction platform. A first horizontal support frame is arranged at the bottom of the support system, and a second horizontal support frame is arranged at the top of the support system. The first horizontal support frame is used as the main body to build the first internal support inside the first horizontal support frame, and the second horizontal support frame is used as the main body to build the second internal support inside the second horizontal support frame. The support column formwork is built between the first horizontal support frame and the second internal support. The first reference surface of the base formwork is adjusted based on the positioning horizontal plane, so as to determine the horizontal reference of the upper plane of the base formed when the base formwork is used as the pouring formwork. The first reference surface of the table formwork is adjusted based on the positioning horizontal plane, so as to determine the elevation of the upper and lower positions of the table formwork, so that the table formwork obtains spatial positioning. At the same time, by setting the upper part and / or lower part of the first horizontal support frame at the same horizontal plane as the elevation of the upper and / or lower positions of the table formwork, a fixed beam is arranged on the first horizontal support frame to fix the upper and / or lower positions of the table formwork, so as to achieve the fixation of the table formwork and the secondary elevation determination of spatial positioning. The first horizontal support frame and the second horizontal support frame are used as the second reference surface respectively to determine the horizontal reference of the lower part and the upper part of the support column formwork.

[0007] Further, the positioning rods are fixed by positioning bolts pre-buried on the foundation horizontal base. The positioning rods are at least four, wherein the positioning bolts are pre-buried at the position points determined by the construction drawing when the foundation horizontal base is or after construction.

[0008] Further, when the base formwork is arranged, the following steps are used: The square frame is used as a reference, and the building parameters marked on the construction drawing are used to determine a plurality of evenly arranged building positions, and the building positions are marked. The fixed frame is arranged at the marked building position, and the fixed frames are used as the building reference. The standard steel formwork marked in the construction drawing is spliced to obtain the base formwork.

[0009] Further, when the height of the positioning rods is adjusted based on the foundation horizontal base, the following method is used: By placing a level on a basic horizontal base, the elevation is determined, and a plurality of positioning rods are at the same elevation; The elevations are marked on a plurality of the positioning rods, and the plurality of the positioning rods are uniformly cut along the elevations, so that the top surfaces of the plurality of the positioning rods are on the same positioning horizontal plane.

[0010] Furthermore, the positioning horizontal plane is used as the first reference plane for adjusting the horizontal reference of the base template and the table template, and as the first reference plane for building the support system of the construction platform.

[0011] Furthermore, the table top template is located on the base template, and the table top template is formed by splicing a number of standard steel templates marked in the construction drawings.

[0012] Furthermore, the specifications of the butt joints between the vertical beam and the positioning rod are consistent, and are fixed with clamps.

[0013] The present invention also provides a positioning mechanism for an electric construction platform, comprising: a plurality of positioning rods arranged on a basic horizontal base, the plurality of positioning rods forming a square frame; adjusting the elevation of each positioning rod in the square frame based on the basic horizontal base so that the top surfaces of the plurality of positioning rods are on the same positioning horizontal plane; The positioning horizontal plane is used as the only horizontal reference plane for the base template, table template and support column template in the electric power construction platform.

[0014] Furthermore, taking the positioning horizontal plane as a reference, taking a plurality of positioning rods as a main body, and docking corresponding matching vertical beams on the plurality of positioning rods as a support system of the construction platform; Wherein, the table top template and the support column template are fixed with the support system as a support frame.

[0015] 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; Using the first horizontal support frame as the main body, a first inner support is constructed inside the first horizontal support frame, and using the second horizontal support frame as the main body, a second inner support is constructed inside the second horizontal support frame, and a support column template is constructed between the first horizontal support frame and the second inner support; Using the positioning horizontal plane as a reference to adjust the first reference plane of the base template, thereby determining the horizontal reference of the upper plane of the base formed when the base template is used as a casting template; The first reference plane of the countertop template is adjusted with the positioning horizontal plane as a reference, thereby determining the elevations of the upper and lower positions of the countertop template, so that the countertop template is spatially positioned. At the same time, by arranging the upper and / or lower parts of the first horizontal support frame to be on the same horizontal plane as the elevations of the upper and / or lower positions of the countertop template, a fixing beam is arranged on the first horizontal support frame to fix the upper and / or lower positions of the countertop template, thereby achieving the fixation of the countertop template and secondary elevation determination of the spatial positioning; The first horizontal support frame and the second horizontal support frame are used as second reference planes respectively to determine the horizontal references of the lower part and the upper part of the support column formwork.

[0016] This application has the following beneficial effects: This application constructs a positioning mechanism for the electric power construction platform. While building the support system of the electric power construction platform, the support system is used as the only horizontal reference plane for the base template, table template and support column template in the entire electric power construction platform. That is, the horizontal positioning of different construction processes is achieved through the calibration of the positioning horizontal plane once. Using the same positioning horizontal plane can ensure that the overall construction achieves standardized operations and avoid the problem of repeated positioning.

[0017] This application uses standard workpieces in different processes. Therefore, according to the construction drawings, the templates in each process are spliced ​​according to the same standard workpieces, so that the templates in the same process are spliced ​​consistently when different platforms are constructed. At the same time, the standard workpieces also increase the efficiency of the actual splicing operation, completely eliminate the possibility of random splicing, and provide visual and simple inspection after the splicing is completed.

[0018] In this application, a number of positioning rods are used as the main body, and corresponding matching vertical beams are docked on the positioning rods as the support system of the construction platform; wherein, the table template and the support column template are fixed with the support system as the support frame. Therefore, the support system in this application not only serves as the platform for the construction process in this application, but also realizes the one-time positioning horizontal plane marking of this application, and uses the positioning horizontal plane as the only horizontal reference plane for the base template, table template and support column template in the power construction platform, avoiding the problem of repeated positioning. Compared with traditional technologies, the support system of this application can not only serve as the support frame of the construction platform, but also provide a horizontal reference for the construction and construction of templates in different processes. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 This is a schematic diagram of the structure of the electric power construction platform of the present invention; Figure 2 It is a front view of the electric power construction platform of the present invention; Figure 3 、4 5 are partial structural schematic diagrams of the electric power construction platform of the present invention in different orientations.

[0020] Icons: 1. Base formwork; 2. Positioning rod; 3. Fixed beam; 4. Table formwork; 5. First horizontal support frame; 6. Support column formwork; 7. Basic horizontal base; 8. Fixed frame; 13. First inner support; 16. Second inner support; 17. Second horizontal support frame. DETAILED DESCRIPTION

[0021] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0022] Refer to the attached Figures 1 to 5 The electric power construction platform described in this application includes a basic horizontal base 7, an electric power construction base is set above the horizontal plane, a first platform is set on the electric power construction base, and support columns are set on the first platform. Traditional construction is to first construct the basic horizontal base 7, then perform horizontal positioning to construct the electric power construction base, and then perform horizontal positioning and build formwork to complete the construction of the first platform. After the construction of the first platform is completed, horizontal positioning is performed again to build formwork for the support columns, and then construction is carried out.

[0023] This application is constructed through one-time formwork, one-time positioning, and batch pouring. The power construction base is poured first. After the pouring is completed, the first table top can be poured after it is basically hardened, and the support column can be poured after the first table top is hardened.

[0024] The main purpose of the present application is to provide an electric power construction platform, comprising: a plurality of positioning rods 2 arranged on a base horizontal base 7, the plurality of positioning rods 2 forming a square frame; a base formwork 1 is arranged outwardly with the square frame as a reference, and the base formwork 1 is arranged along the periphery of the square frame; a table formwork 4 is arranged inwardly with the square frame as a reference, and the table formwork 4 is arranged along the inside of the square frame; wherein the height of the plurality of positioning rods 2 is adjusted based on the base horizontal base 7, so that the top surface of the plurality of positioning rods 2 is on the same positioning horizontal plane; the positioning horizontal plane is taken as a reference, and the plurality of positioning rods 2 are taken as a main body, and corresponding matching vertical beams are butt-jointed on the plurality of positioning rods 2 as a support system of the construction platform; a first horizontal support frame 5 is arranged at the bottom of the support system, and a second horizontal support frame 17 is arranged at the top of the support system; the first horizontal support frame 5 is taken as a main body to build a first inner support 13 inside the first horizontal support frame 5, and the second horizontal support frame 17 is taken as a main body to build a second inner support 16 inside the second horizontal support frame 17, and a support column formwork 6 is built between the first horizontal support frame 5 and the second inner support 16; the first reference surface of the base formwork 1 is adjusted with the positioning horizontal plane as a reference, so as to determine the horizontal reference of the upper plane of the base formed when the base formwork 1 is taken as a pouring formwork; the first reference surface of the table formwork 4 is adjusted with the positioning horizontal plane as a reference, so as to determine the height of the upper and lower positions of the table formwork 4, so that the table formwork 4 obtains spatial positioning, and at the same time, the upper part and / or the lower part of the first horizontal support frame 5 is arranged at the same horizontal plane as the height of the upper and / or lower positions of the table formwork 4, a fixed beam is arranged on the first horizontal support frame 5 to fix the upper and / or lower positions of the table formwork 4, so as to achieve the fixing of the table formwork 4 and the secondary height determination of spatial positioning; the lower part and the upper part of the support column formwork 6 are determined with the first horizontal support frame 5 and the second horizontal support frame 17 as second reference surfaces respectively.

[0025] In some embodiments, the positioning rods 2 are fixed by positioning bolts pre-buried on the foundation horizontal base 7; and there are at least four positioning rods 2, wherein the positioning bolts are pre-buried at positions determined by construction drawings during the construction of the foundation horizontal base 7 or after construction. In the present application, the positions of the positioning rods 2 are determined by construction drawings. The positions of the positioning rods 2 not only determine the reference plane of the base formwork 1, the table formwork 4, and the support column formwork 6 of the support system built with the positioning rods 2 as the reference, but also play a decisive role in the fixation of the table formwork 4 and the support column formwork 6 and the use of the construction platform during construction. Therefore, when adjusting the elevation of several positioning rods 2 based on the foundation horizontal base 7, the following method is used: by placing a level on the foundation horizontal base 7 to determine the elevation, and making several positioning rods 2 at the same elevation; marking the elevation on several positioning rods 2, and uniformly cutting several positioning rods 2 along the elevation, so that the top surfaces of several positioning rods 2 are at the same positioning level.

[0026] In some embodiments, when setting up the base template 1, the following steps are used: using the square frame as a reference, determining several evenly arranged construction positions according to the construction parameters marked on the construction drawings, and calibrating the construction positions; setting a fixed frame 8 at the calibrated construction position, using several fixed fixed frames 8 as a construction reference, and splicing 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 and processed according to the construction drawings before construction.

[0027] In some embodiments, the positioning horizontal plane is used as the first reference plane for adjusting the horizontal reference of the base template 1 and the table template 4; and as the first reference plane for building the support system of the construction platform. In this application, a number of positioning rods 2 are used as the main body, and corresponding matching vertical beams are docked on the number of positioning rods 2 as the support system of the construction platform; wherein the table template 4 and the support column template 6 are fixed with the support system as the support frame. Therefore, the support system in this application not only serves as a platform for the construction process in this application, but also realizes one-time positioning horizontal plane marking in this application, and uses the positioning horizontal plane as the only horizontal reference plane for the base template 1, table 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 not only serve as the support frame of the construction platform, but also provide a horizontal reference for the construction and construction of templates in different processes.

[0028] In some embodiments, the table top template 4 is located on the base template 1, and the table top template 4 is formed by splicing together several standard steel templates marked in the construction drawings.

[0029] In some embodiments, the specifications of the butt joints between the vertical beam and the positioning rod 2 are consistent, and are fixed with clamps.

[0030] The present invention also provides a positioning mechanism for an electric construction platform, comprising: a plurality of positioning rods 2 arranged on a basic horizontal base 7, the plurality of positioning rods 2 forming 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 plurality 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, the table template 4 and the support column template 6 in the electric construction platform.

[0031] Furthermore, taking 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 as a support system for the construction platform; wherein, the table top template 4 and the support column template 6 are fixed with the support system as a support frame.

[0032] 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 with 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 with the second horizontal support frame 17 as the main body, and a support column formwork 6 is constructed between the first horizontal support frame 5 and the second inner support 16; the first reference plane of the base formwork 1 is adjusted with the positioning horizontal plane as the reference, thereby determining the horizontal reference of the upper plane of the base formed when the base formwork 1 is used as the casting formwork; The first reference plane of the tabletop template 4 is adjusted with the positioning horizontal plane as a reference, thereby determining the elevation of the upper and lower positions of the tabletop template 4, so that the tabletop 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 at the same horizontal plane as the elevation of the upper and / or lower positions of the tabletop template 4, a fixed beam is set on the first horizontal support frame 5 to fix the upper and / or lower positions of the tabletop template 4, so as to achieve the fixation of the tabletop template 4 and the secondary elevation determination of the spatial positioning; the first horizontal support frame 5 and the second horizontal support frame 17 are used as the second reference planes to determine the horizontal reference of the lower and upper parts of the support column template 6. The present application constructs a positioning mechanism for the electric power construction platform. While the support system of the electric power construction platform is being built, the support system is used as the only horizontal reference plane for the base template 1, tabletop template 4 and support column template 6 in the entire electric power construction platform. That is, the horizontal positioning of different construction processes is achieved by calibrating the positioning horizontal plane once. Using the same positioning horizontal plane can ensure that the overall construction achieves standardized operation and avoid the problem of repeated positioning.

[0033] This application uses standard workpieces in different processes. Therefore, according to the construction drawings, the templates in each process are spliced ​​according to the same standard workpieces, so that the templates in the same process are spliced ​​consistently when different platforms are constructed. At the same time, the standard workpieces also increase the efficiency of the actual splicing operation, completely eliminate the possibility of random splicing, and provide visual and simple inspection after the splicing is completed.

[0034] Since the workpieces used in this application are all standard workpieces, in order to enable this application to achieve the above-mentioned technical effects, this application also provides a design method for an electric power construction platform, comprising the following steps: obtaining the drawings of the electric power construction platform, and dividing the electric power construction platform into several construction processes according to the drawings of the electric power construction platform; obtaining the construction processes in sequence to determine the specification parameters of the process template during the construction process, setting the workpiece parameters according to the specification parameters of the process template, and forming a design drawing of the workpiece; modeling the workpiece according to the workpiece design drawings to obtain different types of standard workpieces, and configuring the workpiece modulus for the standard workpiece according to the specification data of the standard workpiece, thereby obtaining a standard workpiece library; obtaining the construction process of the construction process in sequence, calling the standard workpiece library according to the basic parameters of the process template in the construction process to perform adaptive combination of the mother template to obtain multiple combination results; performing workpiece modulus detection on the multiple combination results according to the combination path, and outputting the data set of the workpiece modulus in sequence according to the combination path; performing optimal path detection on the data set of the workpiece modulus to obtain the combination result under the optimal path.

[0035] Based on the above, the purpose of this application is to first standardize the workpieces in the construction process through design drawings. For example, the power construction base is uniformly assembled with steel templates, and when designing standard workpieces, the service life, bending resistance and demoulding difficulty of the steel templates are fully considered. In the design process of the steel template, only the mother template is designed. Then, preliminary verification is carried out in different construction examples. Through the accumulation of a lot of construction experience, the basic steel template specifications are obtained. For example, assuming that the width and thickness of the steel template are consistent, 100cm long, 50cm long and 20cm long are used as the benchmark specifications. The base template is built with steel templates of these three specifications, and screws, buckles, U-shaped clips, etc. are used to fix steel templates of different specifications.

[0036] 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 table and the support column and the construction of the formwork during the construction process. The positioning rods 2 are fixed in advance by screws embedded in the foundation horizontal base. The height of the positioning rods 2 is uniformly calibrated after the horizontal plane is corrected by the foundation horizontal base. In this way, it is ensured that the tops of all the positioning rods 2 are on the same horizontal plane, and the horizontal plane is calibrated for subsequent construction. At the same time, the position between the positioning rods 2 and the base formwork 1 is kept consistent, and then the base steel cage used for casting is constructed in the base formwork 1. With the positioning rods 2 as the foundation, the table formwork 4 for casting the first table is built inwardly. The table formwork 4 is located on the upper part of the base steel cage; two fixed beams 3 for positioning and supporting the table formwork 4 are set on the positioning rods. The fixed beams 3 fix the upper and lower ends of the table formwork 4 respectively. Therefore, it is only necessary to ensure that the fixed beams 3 of the same height are on the same horizontal plane to achieve horizontal positioning and installation of the table formwork 4.

[0037] As mentioned above, all the workpieces in this application are standardized. Therefore, the positioning rod 2 also uses a standardized workpiece. For example, when the length and width remain consistent, the heights are 100cm, 50cm, and 20cm respectively as the reference specifications; the positioning rods can be freely combined according to the height of the entire power construction platform, and the positioning rods are fixed to each other with a tightening reed.

[0038] After the table top template 4 is built, a table top steel cage is built inside the table top template 4, and then the support column template 6 is built above the table top template. When the support column template 6 is built, in order to fully consider the support capacity of the table top template 6, horizontal support frames 5 are built at different heights on the support columns, and the support column template 6 is fixed and supported by the horizontal support frames 5 (the first horizontal support frame (5) and the second horizontal support frame (17) are used as the second reference plane to determine the lower and upper parts of the support column template (6) respectively to determine the horizontal reference).

[0039] In the above, both the table top template and the support column template can be assembled using standardized workpieces. This application can define the workpiece specifications and materials used for the steel template, support column, table top template and support column template according to the actual construction process requirements and the specifications required by the construction drawings.

[0040] In the above, in order to facilitate reuse, workpiece standardization, and construction standardization, this application uses the above-mentioned design method to first standardize the same workpiece by constructing standard workpieces in the construction process. Therefore, according to the construction drawings, the template splicing under each process is spliced ​​according to the same standardized workpiece, so that when constructing different platforms, the template splicing of the same process is consistent. At the same time, the standardized workpiece also increases the splicing efficiency during the actual splicing operation, and can completely eliminate the possibility of random splicing. After the splicing is completed, it can be visualized and easily detected.

[0041] In the above, in order to achieve better design and construction effects, this application can provide the combination results of standard workpieces according to different construction processes, and conduct support verification on the combination results, so that the different processes of the entire platform can form a unified whole. In other words, the purpose of standardized construction is achieved through one-time formwork and phased pouring. At the same time, the various processes are organically combined. Specifically, the positioning, support, and elevation position calibration are performed on the process template to connect with other process templates. On the one hand, it is convenient to conduct support verification on the obtained combination results and further optimize the combination results. On the other hand, it also provides multi-dimensional settings for the basic positioning, support, and elevation between different processes.

[0042] In some embodiments, when modeling a workpiece according to a workpiece design drawing, the process includes: setting the workpiece as a master template according to the workpiece design drawing, calling the master template's parameter configuration, and configuring the parameters to: based on the workpiece's functional classifier and setting the configuration parameter values ​​and global variables to partial restrictions in the parameter editor, and associating the parameter editor with a control module, so that under the control of the control module, when the master template is called according to the set rules, the master template is formed into corresponding specifications. In this application, the purpose of designing a master template is to eliminate the need for repeated specification design for the same type of workpiece, and to obtain standard parts of different specifications by stretching the master template. Specifically, taking the steel template as an example, setting the global variables to partial restrictions means setting the thickness and height of the steel template to be consistent, and only setting the length to a free variable under the restriction state. Since it has been explained above that 100 cm long, 50 cm long, and 20 cm long can be used as the benchmark specifications, when the actual specification master template is stretched, 100 cm long, 50 cm long, and 20 cm long steel templates can be obtained as the benchmark specifications. Similarly, the setting of the support column is the same.

[0043] It should be noted that the purpose of the above design is that when modeling the power construction platform through modeling software, or when actually building the construction pouring formwork in a certain process, you only need to select the corresponding mother formwork, and then use the stretching operation (for example, select in CAD, because the thickness and height are completely restricted to be unmodifiable, and the length is restricted to a free variable in a restricted state, so when stretching, only 100cm long, 50cm long, and 20cm long can be formed as the benchmark specification steel formwork) to obtain the corresponding specification of steel formwork, without the need for repeated modeling, making the design simpler.

[0044] In some embodiments, the mother template is classified according to the use purpose or construction function of the workpiece, and a functional classifier is formed on the workpiece. Furthermore, the functional classifier is constructed according to the following method: obtaining the mother template, defining the classification parameters according to the parameter configuration of the mother template and the use function of the mother template, and forming the functional classifier through the classification parameters, wherein the classification parameters at least include a functional description segment, a parameter configuration segment, and an associated symbol segment. The setting of the classifier is to make it possible for different templates to be called without going through a complicated calling program. The corresponding mother template can be obtained by using the classifier and constructing a shortcut key or a quick call symbol for the classifier.

[0045] In some embodiments, the method of associating the parameter editor with the management and control module includes: synchronizing the configuration parameter values ​​and global variables in the parameter editor according to the function classifier, executing the target storage of the configuration parameter values ​​and global variables and the affected parent template, executing the configuration parameter values ​​and global variables to set the constrained configuration with partial restrictions, and writing control logic rules in the constrained configuration process, wherein the control logic rules are to form the parent template into the corresponding specifications of the limited form when the parent template is called according to the set rules by executing the constrained configuration. As explained above, for example, when operating in CAD, since the thickness and height are completely restricted to be unmodifiable and the length is restricted to a free variable in a restricted state, it is only possible to form 100cm long, 50cm long, and 20cm long steel templates as the benchmark specifications during stretching. This method is obtained by setting the configuration parameter values ​​and global variables to a constrained configuration with partial restrictions.

[0046] Furthermore, the constraint configuration includes: obtaining the storage directory of the target storage; establishing a call path based on the storage directory and setting the call rules of the call path; using DSL to declare parameter constraints and construct logical control rules for coded execution; writing the logical control rules into the mother template morphological constraint unit set in the management and control module.

[0047] 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 function classifier according to the structure of the process template to call the mother template, and calling the control module according to the basic parameters of the process template to form the mother template into several standard parts templates of corresponding rules; and obtaining multiple combination results of the process template by arbitrarily combining several standard parts templates. Taking the base template as an example, in order to facilitate the calling of the mother template and the selection of specifications, the above settings ensure that the mother template can be quickly called and different specifications can be quickly selected. For example, using 100cm long, 50cm long, and 20cm long steel templates as the benchmark specifications for combination will result in several combination results.

[0048] In the above, when performing arbitrary combinations of standard parts templates, it includes: obtaining static parameters of several standard parts 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 values ​​of each splicing segment, and establishing a splicing path according to each splicing segment; performing interval matching or interpolation calculation according to the splicing path and the structural parameter value. In this process, standard parts templates of different specifications are adjusted through the rule engine to handle conflicts during interval matching or interpolation calculation; wherein, multiple splicing paths form a closed-loop combination path according to the splicing structure. Continuing with the base formwork as an example, when using 100cm long, 50cm long, and 20cm long steel formwork as the benchmark specifications for combination, each splicing segment may actually have several combination results, but not every combination result can be used. Assuming that the entire base formwork length is 220cm, there are (100cm steel formwork, 100cm steel formwork, 20cm steel formwork) combination, (100cm steel formwork, 20cm steel formwork, 100cm steel formwork) combination, (100cm steel formwork, 50cm steel formwork, 50cm steel formwork, 20cm steel formwork) combination, (50cm steel formwork, 100cm steel formwork, 50cm steel formwork, 20cm steel formwork) combination, (50cm steel formwork, 50cm steel formwork, 50cm steel formwork, 50cm steel formwork, 20cm steel formwork) combination, (50cm steel formwork, 50cm steel formwork, 50cm steel formwork, 20cm steel formwork) combination, and so on.

[0049] In the above, performing workpiece modulus testing on multiple combination results according to the combination path includes: setting the workpiece modulus of the generated multiple standard part templates according to actual specification parameters; calibrating the standard part template connection relationship according to the combination path to determine the order and position of the standard part templates, and assigning values ​​to the standard part templates according to the workpiece modulus to form a data set. Taking the above combination as an example, assuming that 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 combinations are represented by the data set as: (100, 100, 20) combination, (100, 20, 100) combination, (100, 50, 50, 20) combination, (50, 100, 50, 20) combination, and (50, 50, 50, 50, 20) combination.

[0050] In the above description, performing optimal path detection on a dataset of workpiece moduli includes: obtaining a dataset of workpiece moduli output under a combined path; performing minimum scale detection on the dataset, performing support verification on at least one candidate result obtained from the minimum scale detection, and obtaining a dataset under the optimal path through the support verification. Furthermore, the support verification refers to verifying support based on a number of calibration points set on the process template. Furthermore, the calibration points are connection points of connector templates set on the process template for positioning, support, and elevation calibration with other process templates. As described in this embodiment and the specific structure of the power construction platform, the presence of calibration points ensures that the position at which the calibration points are located as support must be capable of supporting. Therefore, in general, longer steel templates are selected as capable support points, and a minimal and well-structured combination is used whenever possible, such as a (100, 100, 20) combination. This not only facilitates splicing and reduces the fixation between steel templates of different specifications during splicing, but also allows for better detachability.

[0051] In the foregoing specification, 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 as set forth in the appended claims, and the claims are not limited to the specific examples described above.

Claims

1. Electric power construction platform, characterized in that, include: A plurality of positioning rods (2) are arranged on a basic horizontal base (7), wherein the plurality of positioning rods (2) form a square frame; Taking the square frame as a reference, a base template (1) is arranged outward, and the base template (1) is arranged along the periphery of the square frame; Taking the square frame as a reference, a tabletop template (4) is arranged inwardly, and the tabletop template (4) is arranged along the inner side of the square frame; Wherein, based on the basic horizontal base (7), the elevations of the plurality of positioning rods (2) are adjusted so that the top surfaces of the plurality of positioning rods (2) are on the same positioning horizontal plane; Taking the positioning horizontal plane as a reference, taking a plurality of positioning rods (2) as a main body, and docking correspondingly matched vertical beams on the plurality of positioning rods (2) as a support system for 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 constructed 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 constructed inside the second horizontal support frame (17), and a support column template (6) is constructed between the first horizontal support frame (5) and the second inner support (16); Using the positioning horizontal plane as a reference to adjust the first reference plane of the base template (1), thereby determining the horizontal reference of the upper plane of the base formed when the base template (1) is used as a casting template; The first reference plane of the table top template (4) is adjusted with the positioning horizontal plane as a reference, thereby determining the elevations of the upper and lower positions of the table top template (4), so that the table top template (4) is spatially positioned. At the same time, by arranging the upper and / or lower parts of the first horizontal support frame (5) to be on the same horizontal plane as the elevations of the upper and / or lower positions of the table top template (4), a fixed beam is arranged on the first horizontal support frame (5) to fix the upper and / or lower positions of the table top template (4), so as to achieve the fixation of the table top template (4) and the secondary elevation determination of the spatial positioning; The first horizontal support frame (5) and the second horizontal support frame (17) are respectively used as second reference planes to determine the horizontal references of the lower part and the upper part of the support column template (6).

2. The electric power construction platform according to claim 1, characterized in that: The positioning rods (2) are fixed by positioning bolts pre-buried on the foundation horizontal base (7); and there are at least four positioning rods (2), wherein the positioning bolts are pre-buried at positions determined by construction drawings during the construction of the foundation horizontal base (7) or after construction.

3. The electric power construction platform according to claim 1, characterized in that: The base template (1) is set up using the following steps: Using the square frame as a reference, determine several evenly arranged building positions according to the building parameters marked on the construction drawings, and calibrate the building positions; A fixing frame (8) is set at the marked construction position, and several fixed fixing frames (8) are used as the construction basis. The standard steel templates marked in the construction drawings are spliced ​​together to obtain the base template (1).

4. The electric power construction platform according to claim 1, characterized in that: When adjusting the elevation of the plurality of positioning rods (2) based on the foundation level base (7), the following method is used: By placing a level on a basic horizontal base (7), the elevation is determined, and a plurality of positioning rods (2) are placed at the same elevation; The elevations are marked on the plurality of positioning rods (2), and the plurality of positioning rods (2) are uniformly cut along the elevations, so that the top surfaces of the plurality of positioning rods (2) are located on the same positioning horizontal plane.

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

6. The electric power construction platform according to claim 1, characterized in that: The table top template (4) is located on the base template (1), and the table top template (4) is formed by splicing together a number of standard steel templates marked in the construction drawings.

7. The electric power construction platform according to claim 1, characterized in that: The specifications of the butt joints between the vertical beam and the positioning rod (2) are consistent, and are fixed with clamps.

8. A positioning mechanism for an electric power construction platform, used for any one of the electric power construction platforms according to claims 1 to 7, characterized in that: A plurality of positioning rods (2) are arranged on a basic horizontal base (7), and the plurality of positioning rods (2) form a square frame; based on the basic horizontal base (7), the elevation of each positioning rod (2) in the square frame is adjusted so that the top surfaces of the plurality 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), the table template (4) and the support column template (6) in the electric power construction platform.

9. The positioning mechanism of the electric power construction platform according to claim 8, characterized in that: Taking the positioning horizontal plane as a reference, taking a plurality of positioning rods (2) as a main body, and docking correspondingly matched vertical beams on the plurality of positioning rods (2) as a support system for the construction platform; The tabletop template (4) and the support column template (6) are fixed using the support system as a support frame.

10. The positioning mechanism of the electric 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 constructed 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 constructed inside the second horizontal support frame (17), and a support column template (6) is constructed between the first horizontal support frame (5) and the second inner support (16); Using the positioning horizontal plane as a reference to adjust the first reference plane of the base template (1), thereby determining the horizontal reference of the upper plane of the base formed when the base template (1) is used as a casting template; The first reference plane of the table top template (4) is adjusted with the positioning horizontal plane as a reference, thereby determining the elevations of the upper and lower positions of the table top template (4), so that the table top template (4) is spatially positioned. At the same time, by arranging the upper and / or lower parts of the first horizontal support frame (5) to be on the same horizontal plane as the elevations of the upper and / or lower positions of the table top template (4), a fixed beam is arranged on the first horizontal support frame (5) to fix the upper and / or lower positions of the table top template (4), so as to achieve the fixation of the table top template (4) and the secondary elevation determination of the spatial positioning; The first horizontal support frame (5) and the second horizontal support frame (17) are respectively used as second reference planes to determine the horizontal references of the lower part and the upper part of the support column template (6).

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