Concrete encapsulating template for electric power pipe joint

Abstract

The utility model discloses an electric power calandria joint concrete encapsulation formwork which comprises a formwork center column, at least two sets of limiting assemblies are detachably installed on the two opposite sides of the formwork center column respectively, the limiting assemblies are sequentially distributed in the length direction of the formwork center column, and the limiting assemblies are used for limiting and supporting a guide pipe. An adjusting assembly is arranged between every two adjacent limiting assemblies, and all the adjusting assemblies are installed on the formwork center column and used for adjusting the distance between every two adjacent limiting assemblies. Through the limiting assemblies and the adjusting assemblies, the stability of the guide pipes in the concrete pouring and encapsulating process is guaranteed, the situation that the construction effect is affected due to the fact that the positions of the guide pipes deviate is prevented, the distance between every two adjacent limiting assemblies can be flexibly adjusted so as to meet the requirement for the distance between different calandria pipes, and the construction efficiency is improved. The problems of tedious procedures, large material loss and high cost caused by repositioning and trepanning of a traditional formwork according to different pipe arrangement conditions are solved, disassembly and assembly are convenient and fast, the construction efficiency is improved, and the labor intensity is relieved.

Description

Technical Field

[0001] This utility model relates to the field of power duct technology, and in particular to a concrete encapsulation template for power duct joints. Background Technology

[0002] In highway construction, power ducts serve as protective carriers for power and communication cables, providing a solid guarantee for the safe and stable operation of various cables. During the actual construction of power ducts, the treatment of duct joints is particularly critical, and concrete encapsulation is a widely used and important method.

[0003] Traditional methods for encasing pipe joints with concrete mainly include two types: direct pouring and splicing formwork. Direct pouring is relatively simple, involving filling both sides of the joint with sand as a makeshift formwork before pouring concrete. However, because sand as a formwork makes it difficult to precisely control the filling range and shape of the concrete, concrete overflow and uneven distribution are prone to occur during pouring, leading to significant waste of concrete materials and difficulty in ensuring the appearance quality of the finished concrete. This not only affects the aesthetics of the project but also results in poor pouring quality. While splicing formwork can more precisely control the filling range and shape of the concrete, reduce waste, and improve pouring quality, it also faces many challenges in practical application.

[0004] Piping systems typically consist of multiple conduits arranged in parallel, with various layouts including 4, 6, 12, 16, and 24 holes. Therefore, during formwork installation, precise positioning and drilling are required for different pipe arrangement methods, sizes, and spacings, resulting in a cumbersome process, significant material waste, and high construction costs. Furthermore, the small spacing between conduits makes formwork splicing and installation difficult, requiring construction workers to spend considerable time and effort on precise alignment and fixation, impacting construction efficiency, increasing labor intensity, and negatively affecting the overall project schedule and quality. Therefore, developing a more efficient, economical, and practical method for pipe joint encapsulation is of significant practical importance. Utility Model Content

[0005] The purpose of this utility model is to provide a concrete encapsulation template for power pipe joints, so as to solve the problems of existing concrete pouring templates for encapsulating pipe joints, which require positioning and drilling for different pipe conditions, resulting in complicated procedures, large material consumption, high construction costs, and high difficulty in template splicing and installation, low construction efficiency, and high labor intensity due to the small spacing of the pipes.

[0006] To achieve the above objectives, the technical solution adopted by this utility model is as follows:

[0007] A concrete encapsulation template for a power conduit joint, wherein the conduit includes at least two conduits arranged side by side, and the template includes:

[0008] The template center column has at least two sets of limiting components detachably installed on its opposite sides. Each set of limiting components is distributed sequentially along the length of the template center column, and each set of limiting components is used to limit and support the guide tube.

[0009] An adjustment component is provided between two adjacent sets of the limiting components. Each set of the adjustment components is installed on the central column of the template and is used to adjust the distance between the two adjacent sets of the limiting components.

[0010] Based on the aforementioned technical means, by detachably installing at least two sets of limiting components distributed sequentially along the length of the central column of the template on opposite sides, the parallel guide pipes can be limited and supported according to the actual guide pipe specifications and pipe arrangement. This not only ensures the stability of the guide pipes during the concrete pouring and encapsulation process and prevents the position of each guide pipe from shifting, thus affecting the construction effect, but also facilitates disassembly and assembly, has a simple structure, and is easy to operate. It can be adjusted according to the actual guide pipe specifications and pipe arrangement, making it highly practical. Compared with traditional pouring templates, the limiting components can be reused, reducing material waste and construction costs. At the same time, adjusting components are set between adjacent sets of limiting components, which can flexibly adjust the spacing between adjacent sets of limiting components to adapt to different pipe arrangement requirements. This avoids the cumbersome procedures, large material waste, and high costs caused by the need to reposition and open holes for different pipe arrangement situations in traditional templates. It also reduces the difficulty of template splicing and installation due to small guide pipe spacing, improves construction efficiency, reduces labor intensity, and helps ensure project progress and quality.

[0011] Furthermore, each of the adjustment components includes at least one interval module, and each interval module is detachably installed on the central column of the template and abuts against it sequentially along the length of the central column of the template.

[0012] Based on the aforementioned technical means, the spacing between two adjacent sets of limiting components is adjusted by using at least one detachable spacing module installed on the central column of the template. This method is simple in structure, easy to assemble and disassemble, highly flexible, and easy to operate. Specifically, in practical applications, the number of spacing modules can be flexibly increased or decreased, or their positions adjusted, according to the actual pipe spacing requirements. This precisely adapts to pipes of different specifications and spacing, improving the versatility and applicability of the template. It avoids frequent template replacements or re-customization due to changes in pipe specifications, effectively reducing material waste and construction costs. At the same time, it simplifies the construction process, further improving construction efficiency and quality, and ensuring the smooth progress of the project.

[0013] Furthermore, each of the limiting components includes a limiting module, each limiting module being detachably mounted on the central column of the template for limiting and supporting the conduit, and each limiting module being configured to abut against the adjacent spacer module.

[0014] Based on the aforementioned technical means, by using limiting modules as limiting components and detachably installing them on the central column of the template, and with the cooperation of the interval modules, the installation position and number of limiting modules can be flexibly adjusted according to different pipe specifications and spacing requirements, accurately achieving the limiting and support of various specifications of conduits. This not only enhances the adaptability of the template to various pipe arrangement forms and reduces the cost of remaking and installing the template due to changes in pipe arrangement, but also ensures the stability and sealing of the overall structure through the limiting modules and the abutment between each limiting module, reducing the possibility of grout leakage during concrete pouring, improving the accuracy and efficiency of construction, and reducing the difficulty and labor intensity of construction, providing a strong guarantee for the high-quality and high-efficiency advancement of the concrete encapsulation project for power pipe joints.

[0015] Furthermore, each of the limiting modules is provided with a semi-circular groove, which is configured to fit the outer wall of the conduit.

[0016] Based on the aforementioned technical means, a semi-circular groove adapted to the outer wall of the conduit is formed on the limiting module. During installation, the conduit can be precisely embedded into the semi-circular groove, achieving more stable and precise limiting and support for the conduit. This prevents the conduit from shifting or shaking during the concrete encapsulation process, ensuring the accuracy and stability of the pipe installation. Specifically, in practical applications, a limiting module with a corresponding size semi-circular groove is selected according to the actual specifications of the conduit and installed on the central column of the template. This ensures that the inner wall of the semi-circular groove on the limiting module fits tightly against the corresponding outer wall of the conduit. This not only reduces the possibility of grout leakage during concrete pouring but also improves the forming quality of the concrete encapsulation. It is highly versatile, practical, and flexible.

[0017] Furthermore, a receiving member is provided on each of the opposite sides of the template center column, a first plug-in member is fixed on each of the interval modules, and a second plug-in member is fixed on each of the limiting modules. Each first plug-in member and each second plug-in member can be plugged into one of the receiving members.

[0018] Based on the above technical means, the quick and convenient installation and disassembly of the interval module and the limiting module with the template center column are realized by the insertion of the receiving part with the first plug and the second plug. It not only has a simple structure and a stable connection, but also simplifies the assembly and disassembly process of the template, improves construction efficiency, and can flexibly adjust the number and position of the interval module and the limiting module according to different pipe laying requirements, thereby enhancing the versatility and adaptability of the template and reducing construction costs and difficulties.

[0019] Furthermore, the receiving component is a receiving groove, which is arranged along the length direction of the central column of the template; the first plug and the second plug are both plug blocks, which are configured to be slidably installed in the receiving groove.

[0020] Based on the aforementioned technical means, a receiving groove is used as the receiving component, and a plug-in block is used as the first and second plug-in components. Through the sliding installation method of the plug-in block and the receiving groove, the position adjustment of the interval module and the limiting module can be achieved by flexibly sliding the plug-in block in the receiving groove. Construction personnel can quickly and accurately position and install each interval module and limiting module according to different pipe spacing and specifications, which improves construction efficiency and flexibility, ensures the overall stability of the formwork structure, guarantees the quality of concrete encapsulation, and facilitates disassembly, assembly and reuse, reducing material consumption and construction costs, and improving the versatility and applicability of the formwork.

[0021] Furthermore, it also includes a support column, which is located on the side of the central column of the formwork away from the pouring surface. The support column is configured such that when its bottom end is supported on the ground, its top end can abut against the side wall of the central column of the formwork away from the pouring surface to support the central column of the formwork.

[0022] Based on the above technical means, the support columns are placed between the back of the central column of the formwork and the ground, providing additional stable support for the central column. Specifically, during the concrete pouring process, the support columns can effectively disperse the pressure borne by the central column of the formwork, enhance its overall stability, prevent deformation or displacement caused by the weight of the concrete and external forces brought about by construction operations, ensure the accuracy and quality of the pipe joint sealing construction, and have a simple structure, convenient operation, good stability, reduce construction risks, and improve construction safety.

[0023] Furthermore, it also includes a support crossbar, which is vertically fixed to the top of the support column and is used to abut against the side wall of the central column of the template away from the pouring surface.

[0024] Based on the above technical means, the support crossbar is placed between the back of the central column of the template and the support column. The support crossbar increases the contact area with the back of the central column of the template, resulting in better support stability.

[0025] Furthermore, it also includes at least one inclined toothed plate, each of which is fixed on the side wall of the central column of the template away from the pouring surface and is evenly distributed along the length of the central column of the template. The support crossbar is configured to be able to be engaged between two adjacent inclined toothed plates.

[0026] Based on the above technical means, by cooperating with the inclined toothed plates set on the back of the central column of the template and the supporting crossbar, the supporting crossbar can be limited between the two inclined toothed plates at the corresponding positions when it is supported, so as to prevent the supporting crossbar from sliding or displacing when it is subjected to external force. This not only improves the stability of the supporting column and ensures the quality and safety of the concrete encapsulation construction, but also makes it easy to adjust the support height and angle to adapt to different construction environments and pipe laying requirements. It has high adaptability and flexibility, improves construction efficiency, and reduces construction difficulty and cost.

[0027] Furthermore, it also includes a limiting frame, which is fixed on the side wall of the central column of the template away from the pouring surface, and each of the inclined tooth plates is located inside the limiting frame.

[0028] Based on the above technical means, the support crossbar can be limited within the limit frame by the cooperation between the limit frame and each inclined tooth plate, preventing the support crossbar from sliding or displacing when subjected to external force, thereby separating it from the central column of the formwork and ensuring the quality and safety of the concrete encapsulation construction; in addition, after the pouring is completed, the support column can be removed and stored in the limit frame for easy storage.

[0029] The beneficial effects achieved by this utility model are:

[0030] 1. This utility model, by detachably installing at least two sets of limiting components distributed sequentially along the length of the central column of the template on opposite sides, can limit and support each parallel conduit according to the actual conduit specifications and pipe arrangement method. This not only ensures the stability of the conduit during the concrete pouring and sealing process and prevents the position of each conduit from shifting, thus affecting the construction effect, but also facilitates disassembly and assembly, has a simple structure, and is easy to operate. It can be adjusted according to the actual conduit specifications and pipe arrangement method, making it highly practical. Compared with traditional pouring templates, the limiting components can be reused, reducing material waste and lowering construction costs.

[0031] 2. This utility model, by setting an adjustment component between two adjacent sets of limiting components, can flexibly adjust the spacing between the two adjacent sets of limiting components to adapt to different pipe spacing requirements. This avoids the cumbersome procedures, large material waste, and high costs caused by the need to reposition and open holes for different pipe arrangements in traditional templates. It also reduces the difficulty of template splicing and installation due to small pipe spacing, improves construction efficiency, reduces labor intensity, and helps ensure project progress and quality. Attached Figure Description

[0032] Figure 1 This is a front view of the entire utility model;

[0033] Figure 2 This is a rear view of the entire utility model;

[0034] Figure 3This is a top view of the central column of the template of this utility model;

[0035] Figure 4 This is a schematic diagram of the limiting component of this utility model;

[0036] Figure 5 This is a schematic diagram of the structure of the adjustment component of this utility model;

[0037] Figure 6 A cross-sectional view of the entire utility model;

[0038] Figure 7 A cross-sectional view of this utility model in application.

[0039] Among them, 1-template center column; 11-receiving part; 2-limiting component; 21-semi-arc groove; 22-second plug-in part; 3-adjusting component; 31-first plug-in part; 4-support column; 41-support crossbar; 5-slanted toothed plate; 6-limiting frame.

[0040] The accompanying drawings are for illustrative purposes only and should not be construed as limiting the scope of this patent. To better illustrate this embodiment, some components in the drawings may be omitted, enlarged, or reduced, and do not represent the actual dimensions of the product. It is understandable to those skilled in the art that some well-known structures and their descriptions may be omitted in the drawings. The same or similar reference numerals correspond to the same or similar components. The terms describing positional relationships in the drawings are for illustrative purposes only and should not be construed as limiting the scope of this patent. Detailed Implementation

[0041] It should be noted that, unless otherwise specified, the embodiments and technical features in the embodiments of this application can be combined with each other, and the detailed descriptions in the specific embodiments should be understood as explanations of the purpose of this application and should not be regarded as undue limitations on this application.

[0042] To make the objectives, technical solutions, and advantages of the embodiments of this application clearer, the specific technical solutions of this application will be further described in detail below with reference to the accompanying drawings of the embodiments of this application. The following embodiments are used to illustrate this application, but are not intended to limit the scope of this application.

[0043] In the embodiments of this application, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of indicated technical features. Therefore, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the embodiments of this application, unless otherwise stated, "multiple" means two or more.

[0044] In the embodiments of this application, unless otherwise explicitly specified and limited, the term "connection" should be interpreted broadly. For example, "connection" can be a fixed connection, a detachable connection, or an integral part; it can be a direct connection or an indirect connection through an intermediate medium.

[0045] In embodiments of this application, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the process, method, article, or apparatus that includes that element.

[0046] In the embodiments of this application, the terms "exemplary" or "for example" are used to indicate that something is an example, illustration, or description. Any embodiment or design that is described as "exemplary" or "for example" in the embodiments of this application should not be construed as being more preferred or advantageous than other embodiments or design. Specifically, the use of the terms "exemplary" or "for example" is intended to present the relevant concepts in a specific manner.

[0047] The technical solution of this utility model will be described in detail below with reference to the accompanying drawings.

[0048] This embodiment relates to a concrete encapsulation template for a power conduit joint. The conduit includes at least two conduits arranged side by side, such as... Figure 1 As shown, the template includes: a template center column 1, at least two sets of limiting components 2 are detachably installed on opposite sides of the template center column 1, each set of limiting components 2 is distributed sequentially along the length direction of the template center column 1, and each set of limiting components 2 is used to limit and support the guide tube; an adjustment component 3 is provided between two adjacent sets of limiting components 2, and each set of adjustment components 3 is installed on the template center column 1 to adjust the distance between two adjacent sets of limiting components 2.

[0049] This embodiment, by detachably installing limiting components 2 on the central column 1 of the template, can limit and support each parallel conduit according to the actual conduit specifications and pipe arrangement. This not only ensures the stability of the conduits during the concrete pouring and encapsulation process, preventing the conduits from shifting and affecting the construction effect, but also facilitates disassembly and assembly, has a simple structure, is easy to operate, and is highly practical. Compared with traditional pouring templates, the limiting components 2 can be reused in different construction scenarios, reducing material waste and construction costs. At the same time, by adjusting components 3, the spacing between two adjacent sets of limiting components 2 can be flexibly adjusted to adapt to different pipe arrangement spacing requirements, offering good flexibility and high practicality. Specifically, the side of the central column 1 facing the concrete pouring is the front, and the side away from the concrete pouring is the back. Each limiting component 2 is detachably installed on both sides of the central column 1. In actual application, first select the corresponding limiting component 2 and adjusting component 3 according to the actual specifications and quantity of the guide pipe, and install each limiting component 2 and adjusting component 3 on the central column 1. The adjusting component 3 precisely adjusts the spacing of each limiting component 2 according to the actual pipe spacing of the guide pipe. Place the installed central column 1 on the position to be poured at each pipe joint, so that each guide pipe is supported and limited on the corresponding limiting component 2. After the template is assembled, pour the concrete.

[0050] like Figure 1 and Figure 2 As shown, in this embodiment, each set of adjustment components 3 includes at least one interval module. Each interval module is detachably installed on the template center column 1 and abuts against it sequentially along the length direction of the template center column 1.

[0051] This embodiment uses at least one detachable spacing module installed on the central column 1 of the template to space two adjacent sets of limiting components 2, thereby adjusting the spacing. The structure is simple, easy to assemble and disassemble, highly flexible, and easy to operate. Specifically, in practical applications, the number of spacing modules can be flexibly increased or decreased or their positions adjusted according to the actual pipe spacing requirements, accurately adapting to pipes of different specifications and spacing, improving the versatility and applicability of the template, avoiding frequent template replacement or re-customization due to changes in pipe specifications, effectively reducing material waste and construction costs, simplifying the construction process, further improving construction efficiency and quality, and ensuring the smooth progress of the project.

[0052] like Figure 1 and Figure 2 As shown in this embodiment, each set of limiting components 2 includes a limiting module. Each limiting module is detachably installed on the central column 1 of the template to limit and support the guide tube. Each limiting module is configured to abut against the adjacent spacer module.

[0053] In practical application, this embodiment uses a limiting module as the limiting component 2, which is detachably installed on the central column 1 of the template. With the cooperation of the interval module, the installation position and number of the limiting module can be flexibly adjusted according to different pipe specifications and spacing requirements, accurately achieving the limiting and support of various specifications of conduits. This not only enhances the adaptability of the template to various pipe arrangements and reduces the cost of remaking and installing the template due to changes in pipe arrangements, but also ensures the stability and sealing of the overall structure through the limiting module and the abutment between each limiting module. This reduces the possibility of grout leakage during concrete pouring, improves the accuracy and efficiency of construction, and reduces the difficulty and labor intensity of construction, providing a strong guarantee for the high-quality and high-efficiency advancement of the concrete encapsulation project for power pipe joints.

[0054] like Figure 1 , Figure 2 and Figure 4 As shown, in a preferred embodiment of this invention, each limiting module is provided with a semi-circular groove 21, which is configured to fit the outer wall of the conduit.

[0055] This embodiment utilizes a semi-circular groove 21 formed on the limiting module to fit the outer wall of the conduit. During installation, the conduit can be precisely embedded into the semi-circular groove 21, achieving more stable and precise limiting and support for the conduit. This prevents the conduit from shifting or shaking during the concrete encapsulation process, ensuring the accuracy and stability of the pipe installation. Specifically, in practical applications, a limiting module with a corresponding size semi-circular groove 21 is selected according to the actual specifications of the conduit and installed on the central column 1 of the template. This ensures that the inner wall of the semi-circular groove 21 on the limiting module fits tightly against the corresponding outer wall of the conduit. This not only reduces the possibility of grout leakage during concrete pouring but also improves the forming quality of the concrete encapsulation. It is highly versatile, practical, and flexible.

[0056] like Figure 3 As shown, in this embodiment, the template center column 1 is provided with a receiving member 11 on each of its opposite sides, a first plug-in member 31 is fixed on each of the interval modules, and a second plug-in member 22 is fixed on each of the limiting modules. Each first plug-in member 31 and each second plug-in member 22 can be plugged into one of the receiving members 11.

[0057] This embodiment achieves rapid and convenient installation and disassembly of the interval module and the limiting module with the template center column 1 by connecting the receiving part 11 with the first plug-in part 31 and the second plug-in part 22. It not only has a simple structure and a stable connection, but also simplifies the assembly and disassembly process of the template, improves construction efficiency, and can flexibly adjust the number and position of the interval module and the limiting module according to different pipe laying requirements, thereby enhancing the versatility and adaptability of the template and reducing construction costs and difficulties.

[0058] like Figure 3 , Figure 4 and Figure 5 As shown, further, as a preferred embodiment of this example, the receiving member 11 is a receiving groove, which is arranged along the length direction of the template center column 1; the first insertion member 31 and the second insertion member 22 are both insertion blocks, which are configured to be slidably installed in the receiving groove.

[0059] In this embodiment, a receiving groove is used as the receiving component 11, and plug-in blocks are used as the first plug-in component 31 and the second plug-in component 22. Through the sliding installation method of the plug-in blocks and the receiving groove, the position adjustment of the interval module and the limiting module can be achieved by flexibly sliding the plug-in blocks in the receiving groove. Construction personnel can quickly and accurately position and install each interval module and the limiting module according to different pipe spacing and specifications, which improves construction efficiency and flexibility, ensures the overall stability of the formwork structure, guarantees the quality of concrete encapsulation, and facilitates disassembly, assembly and reuse, reducing material consumption and construction costs, and improving the versatility and applicability of the formwork. Among them, the receiving groove is integrally formed with the central column 1 of the formwork, the first plug-in component 31 is integrally formed with the interval module body, and the second plug-in component 22 is integrally formed with the limiting module body, making the structure more robust.

[0060] like Figure 2 and Figure 6 As shown, in this embodiment, a support column 4 is also included. The support column 4 is located on the side of the template center column 1 away from the pouring surface. The support column 4 is configured such that when the bottom end is supported on the ground, the top end can abut against the side wall of the template center column 1 away from the pouring surface to support the template center column 1.

[0061] In this embodiment, the support column 4 is placed between the back of the central column 1 of the formwork and the ground, providing additional stable support for the central column 1 of the formwork. Specifically, during the concrete pouring process, the support column 4 can effectively disperse the pressure borne by the central column 1 of the formwork, enhance its overall stability, prevent deformation or displacement caused by the weight of the concrete and external forces brought about by construction operations, ensure the accuracy and quality of the pipe joint sealing construction, and has a simple structure, convenient operation, good stability, reduce construction risks, and improve construction safety.

[0062] like Figure 2 , Figure 6 and Figure 7 As shown, in this embodiment, a support crossbar 41 is also included. The support crossbar 41 is vertically fixed to the top of the support column 4 and is used to abut against the side wall of the template center column 1 away from the pouring surface. In this embodiment, the support crossbar 41 is supported between the back of the template center column 1 and the support column 4. The support crossbar 41 increases the contact area with the back of the template center column 1, and the stability of the support is better.

[0063] like Figure 2 , Figure 6 and Figure 7 As shown, in this embodiment, at least one inclined toothed plate 5 is also included. Each inclined toothed plate 5 is fixed on the side wall of the template center column 1 away from the pouring surface and is evenly distributed along the length direction of the template center column 1. The support crossbar 41 is configured to be able to be locked between two adjacent inclined toothed plates 5.

[0064] In this embodiment, the cooperation between the inclined toothed plates 5 on the back of the central column 1 of the template and the supporting crossbar 41 ensures that the supporting crossbar 41 is confined between the two inclined toothed plates 5 at corresponding positions when it is supporting, so as to prevent the supporting crossbar 41 from sliding or displacing when subjected to external forces. This not only improves the stability of the supporting column 4 and ensures the quality and safety of the concrete encapsulation construction, but also facilitates the adjustment of the support height and angle to adapt to different construction environments and pipe laying requirements. It has high adaptability and flexibility, improves construction efficiency, and reduces construction difficulty and cost.

[0065] like Figure 6 and Figure 7 As shown, in this embodiment, a limiting frame 6 is also included. The limiting frame 6 is fixed on the side wall of the template center column 1 away from the pouring surface, and each inclined tooth plate 5 is located inside the limiting frame 6.

[0066] In this embodiment, the cooperation between the limiting frame 6 and each inclined tooth plate 5 can limit the support crossbar 41 within the limiting frame 6, preventing the support crossbar 41 from sliding or displacing when subjected to external force, thereby separating it from the central column 1 of the template and ensuring the quality and safety of the concrete encapsulation construction. In addition, after the pouring is completed, the support column 4 can be removed and stored in the limiting frame 6 for easy storage.

[0067] The sequence numbers of the embodiments in this application are for descriptive purposes only and do not represent the superiority or inferiority of the embodiments. The above are merely preferred embodiments of this application and do not limit the patent scope of this application. Any equivalent structural or procedural transformations made based on the content of this application's specification and drawings, or direct or indirect applications in other related technical fields, are similarly included within the patent protection scope of this application.

Claims

1. A concrete encapsulation template for a power conduit joint, wherein the conduit comprises at least two conduits arranged side-by-side, characterized in that, The template includes: The template center column (1) has at least two sets of limiting components (2) detachably installed on its opposite sides. Each set of limiting components (2) is distributed along the length of the template center column (1), and each set of limiting components (2) is used to limit and support the guide tube. An adjustment component (3) is provided between two adjacent sets of the limiting components (2). Each set of the adjustment components (3) is installed on the central column (1) of the template and is used to adjust the distance between the two adjacent sets of the limiting components (2).

2. The concrete encapsulation template for a power conduit joint according to claim 1, characterized in that, Each adjustment component (3) includes at least one interval module, and each interval module is detachably installed on the template center column (1) and sequentially abuts against the template center column (1) along its length.

3. The concrete encapsulation template for a power conduit joint according to claim 2, characterized in that, Each of the limiting components (2) includes a limiting module, each of the limiting modules being detachably mounted on the template center column (1) for limiting and supporting the conduit, and each of the limiting modules being configured to abut against the adjacent spacer module.

4. The concrete encapsulation template for a power conduit joint according to claim 3, characterized in that, Each of the limiting modules has a semi-circular groove (21) formed thereon, and the semi-circular groove (21) is configured to fit the outer wall of the conduit.

5. A concrete encapsulation template for a power conduit joint according to claim 3, characterized in that, The template center column (1) is provided with a receiving member (11) on each of its opposite sides. Each of the interval modules is fixed with a first plug-in member (31) and each of the limiting modules is fixed with a second plug-in member (22). Each of the first plug-in members (31) and each of the second plug-in members (22) can be plugged into one of the receiving members (11).

6. A concrete encapsulation template for a power conduit joint according to claim 5, characterized in that, The receiving member (11) is a receiving groove, which is arranged along the length direction of the template center column (1); the first plug-in member (31) and the second plug-in member (22) are both plug-in blocks, which are configured to be slidably installed in the receiving groove.

7. A concrete encapsulation template for a power conduit joint according to claim 1, characterized in that, It also includes a support column (4), which is located on the side of the template center column (1) away from the pouring surface. The support column (4) is configured such that when the bottom end is supported on the ground, the top end can abut against the side wall of the template center column (1) away from the pouring surface to support the template center column (1).

8. A concrete encapsulation template for a power conduit joint according to claim 7, characterized in that, It also includes a support crossbar (41), which is vertically fixed to the top of the support column (4) and is used to abut against the side wall of the template center column (1) away from the pouring surface.

9. A concrete encapsulation template for a power conduit joint according to claim 8, characterized in that, It also includes at least one inclined toothed plate (5), each of the inclined toothed plates (5) being fixed on the side wall of the template center column (1) away from the pouring surface and evenly distributed along the length direction of the template center column (1), and the support crossbar (41) being configured to be able to be engaged between two adjacent inclined toothed plates (5).

10. A concrete encapsulation template for a power conduit joint according to claim 9, characterized in that, It also includes a limiting frame (6), which is fixed on the side wall of the template center column (1) away from the pouring surface, and each of the inclined tooth plates (5) is located inside the limiting frame (6).

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