Artificially excavated pile concrete retaining wall

Abstract

The utility model provides a kind of artificial hole digging pile concrete retaining wall, comprising: guard plate assembly, the inner wall of guard plate assembly is equipped with receiving protection component, adaptive positioning assembly is installed in the receiving protection component, the bottom of adaptive positioning assembly is equipped with synchronous clamping assembly, and the bottom of guard plate assembly is equipped with extension support assembly. The utility model provides a kind of artificial hole digging pile concrete retaining wall, the cooperation of adaptive positioning assembly and synchronous clamping assembly being set, can be automatically adapted adjustment according to the actual installation position of guard plate, without artificial repeated calibration position, greatly simplifies installation operation process, effectively reduces the error rate of artificial positioning, and ensures that guard plate can be quickly and accurately docked with installation reference;Synchronous clamping assembly is further realized structure clamping on the basis of positioning, forms the coherent structure action of structure positioning and synchronous clamping, avoids the structure displacement problem caused by positioning and clamping step operation in traditional installation.

Description

Technical Field

[0001] This utility model relates to the field of building equipment technology, and in particular to a concrete retaining wall for manually excavated bored piles. Background Technology

[0002] In the fields of building construction and decoration, protective panels, as key components for ensuring structural stability and achieving decorative functions, are widely used in scenarios such as manually excavated pile support, steel structure factory enclosure, and interior wall decoration. As engineering projects place increasing demands on efficiency, safety, and quality, protective panels are gradually evolving from traditional cast-in-place or single fixed structures towards modular and prefabricated designs.

[0003] Traditional installation of protective panels requires repeated manual calibration of the position. Especially in the construction of prefabricated modular protective panels, tools such as tape measures and levels are needed to align the panels point by point. Furthermore, the installation is greatly affected by the experience of the installers. In addition, the installation generally separates the position calibration and fixing and locking into independent processes. The protective panels are first temporarily fixed with auxiliary tools to confirm the position, and then bolts, pneumatic nails and other tools are used for final locking.

[0004] Therefore, it is necessary to provide a concrete retaining wall for manually excavated bored piles to solve the above-mentioned technical problems. Summary of the Invention

[0005] This utility model provides a concrete retaining wall for manually excavated bored piles, which solves the problems of existing equipment relying on manual positioning accuracy, low operating efficiency, and separate steps for positioning and clamping.

[0006] To solve the above-mentioned technical problems, the present invention provides a concrete retaining wall for manually excavated bored piles, comprising: a retaining plate assembly, wherein the inner wall of the retaining plate assembly is provided with a storage and protection assembly, wherein an adaptive positioning assembly is installed inside the storage and protection assembly, wherein the adaptive positioning assembly is used for structural positioning of the retaining plate assembly, wherein a synchronous clamping assembly is provided at the bottom of the adaptive positioning assembly, wherein the synchronous clamping assembly is used for structural clamping of the adaptive positioning assembly, and an extension support assembly is installed at the bottom of the retaining plate assembly, wherein the extension support assembly is used for structural support of the retaining plate assembly.

[0007] Preferably, the guard plate assembly includes an arc-shaped guard plate, and each arc-shaped guard plate has a fastening baffle installed on its inner wall. Each fastening baffle has a fastening structure installed on its inner wall. The fastening structure is used for structural fastening of the arc-shaped guard plate.

[0008] Preferably, the storage and protection component includes a cavity structure, which is formed on the inner wall of the side end of the protective plate component. The inner wall of the cavity structure has symmetrically formed groove structures, which are used for the structural guidance of the adaptive positioning component. A protective structure slides on the inner wall of the cavity structure, which is used for the structural protection of the adaptive positioning component.

[0009] Preferably, the adaptive positioning component includes a positioning structure and a sliding guide. The sliding guide is installed on the inner wall of the side end of the storage and protection component. An elastic damping structure is slidably connected to the inner wall of the sliding guide. A positioning rod is installed at the bottom of the elastic damping structure. A fixed groove structure is opened on the inner wall of the positioning structure. The fixed groove structure is used for positioning the protective plate component structure.

[0010] Preferably, the synchronous clamping assembly includes a guide structure that slides on the inner wall of the storage and protection assembly. A clamping structure is installed on the side end of the guide structure for synchronous clamping of the adaptive positioning assembly. An abutment block is installed on the side end of the guide structure.

[0011] Preferably, the extension support assembly includes a rotating structure and a clamping structure. The rotating structure is rotatably connected to a support baffle at its side end. The support baffle is threadedly connected to a rod structure on its inner wall. The rod structure is used for structural positioning of the guard plate assembly. The clamping structure is rotatably connected to the bottom inner wall of the guard plate assembly. The clamping structure is used for structural clamping of the support baffle.

[0012] Compared with related technologies, the concrete retaining wall for manually excavated bored piles provided by this utility model has the following beneficial effects: This utility model provides a concrete retaining wall for manually excavated bored piles. During installation and use, to improve the ease of use of the device, an adaptive positioning component and a synchronous clamping component work together to automatically adapt and adjust according to the actual installation position of the retaining plate. This eliminates the need for repeated manual calibration, significantly simplifying the installation process, effectively reducing the error rate of manual positioning, and ensuring that the retaining plate can quickly and accurately align with the installation benchmark. The synchronous clamping component further achieves structural clamping based on positioning, forming a continuous structural action of structural positioning and synchronous clamping. This avoids the structural displacement problem caused by the separate steps of positioning and clamping in traditional installation. Furthermore, the cooperation between the components enhances the structural stability of the retaining plate after installation, reducing the risk of loosening. Attached Figure Description

[0013] Figure 1 A schematic diagram of a preferred embodiment of a manually excavated bored pile concrete retaining wall provided by this utility model; Figure 2 for Figure 1 The diagram shows the structure of the storage and protection components. Figure 3 for Figure 1 The diagram shows the structure of the adaptive positioning component. Figure 4 for Figure 1 The diagram shows the structure of the positioning rod. Figure 5 for Figure 1 The diagram shows the structure of the extended support component.

[0014] The diagram is labeled as follows: 1. Protective plate assembly, 11. Arc-shaped protective plate, 12. Fastening baffle, 13. Fastening structure, 2. Storage and protection assembly, 21. Cavity structure, 22. Groove structure, 23. Protective structure, 3. Adaptive positioning assembly, 31. Positioning structure, 32. Sliding guide, 33. Elastic damping structure, 34. Positioning rod, 35. Fixed groove structure, 4. Synchronous clamping assembly, 41. Guide structure, 42. Clamping structure, 43. Abutment block, 5. Extension support assembly, 51. Rotating structure, 52. Support baffle, 53. Insert rod structure, 54. Clamping structure. Detailed Implementation

[0015] The present invention will be further described below with reference to the accompanying drawings and embodiments.

[0016] Please refer to the following: Figure 1 , Figure 2 , Figure 3 , Figure 4 and Figure 5 ,in, Figure 1 A schematic diagram of a preferred embodiment of a manually excavated bored pile concrete retaining wall provided by this utility model; Figure 2 for Figure 1 The diagram shows the structure of the storage and protection components. Figure 3 for Figure 1 The diagram shows the structure of the adaptive positioning component. Figure 4 for Figure 1 The diagram shows the structure of the positioning rod. Figure 5 for Figure 1 The diagram shows the structure of the extended support assembly. A type of concrete retaining wall for manually excavated bored piles includes: a retaining plate assembly 1, an inner wall of which is provided with a housing and protection assembly 2, an adaptive positioning assembly 3 installed inside the housing and protection assembly 2, the adaptive positioning assembly 3 being used for structural positioning of the retaining plate assembly 1, a synchronous clamping assembly 4 being provided at the bottom of the adaptive positioning assembly 3, the synchronous clamping assembly 4 being used for structural clamping of the adaptive positioning assembly 3, and an extended support assembly 5 being installed at the bottom of the retaining plate assembly 1, the extended support assembly 5 being used for structural support of the retaining plate assembly 1.

[0017] The guard plate assembly 1 includes an arc-shaped guard plate 11, and each arc-shaped guard plate 11 has a fastening baffle 12 installed on its inner wall. Each fastening baffle 12 has a fastening structure 13 installed on its inner wall. The fastening structure 13 is used for structural fastening of the arc-shaped guard plate 11.

[0018] During installation and use, one end of the arc-shaped guard plate 11 can be pre-installed on the inner wall of the concrete, and then the other end of the arc-shaped guard plate 11 can be structurally positioned and installed. The separate installation of the arc-shaped guard plate 11 facilitates the transportation of the structure later.

[0019] Among them, the protective panel assembly 1 includes, but is not limited to, modular splicing type and telescopic folding type; in this embodiment, the protective panel assembly 1 is preferably modular splicing type.

[0020] The storage and protection component 2 includes a cavity structure 21, which is formed on the inner wall of the side end of the protective plate component 1. The inner wall of the cavity structure 21 is symmetrically provided with groove structures 22, which are used for structural guidance of the adaptive positioning component 3. A protective structure 23 slides on the inner wall of the cavity structure 21, which is used for structural protection of the adaptive positioning component 3.

[0021] When the protective plate assembly 1 is installed and positioned, the groove structure 22 opened on the inner wall can ensure the sliding guidance of the self-adaptive positioning assembly 3 and the synchronous clamping assembly 4, thereby ensuring the stable installation of the protective plate assembly 1. In addition, the protective structure 23 that is slidably installed on the inner wall can facilitate the protective installation of the cavity.

[0022] Among them, the storage and protection component 2 includes, but is not limited to, folding protective type and drawer pull-out type; in this embodiment, the storage and protection component 2 is preferably drawer pull-out type.

[0023] The adaptive positioning component 3 includes a positioning structure 31 and a sliding guide 32. The sliding guide 32 is installed on the inner wall of the side end of the storage and protection component 2. An elastic damping structure 33 is slidably connected to the inner wall of the sliding guide 32. A positioning rod 34 is installed at the bottom of the elastic damping structure 33. A fixed groove structure 35 is opened on the inner wall of the positioning structure 31. The fixed groove structure 35 is used for the structural positioning of the protective plate component 1.

[0024] When the protective plate assembly 1 is installed, the positioning structure 31 on the right end will slide into the storage and protection assembly 2 as the protective plate assembly 1 is positioned. When the positioning structure 31 slides, the positioning rod 34 on the inner wall will be elastically supported by the elastic damping structure 33. Under the elastic deformation of the elastic damping structure 33, it can be locked onto the inner wall of the positioning structure 31, thereby ensuring the positioning and installation of the structure.

[0025] The adaptive positioning component 3 includes, but is not limited to, cone sleeve guiding positioning and elastic limiting positioning; in this embodiment, the adaptive positioning component 3 preferably uses elastic limiting positioning.

[0026] The synchronous clamping component 4 includes a guide structure 41, which slides on the inner wall of the storage and protection component 2. A clamping structure 42 is installed on the side of the guide structure 41. The clamping structure 42 is used for synchronous clamping of the adaptive positioning component 3. An abutment block 43 is installed on the side of the guide structure 41.

[0027] After the adaptive positioning component 3 performs structural positioning, the bottom guide structure 41 will slide synchronously. After the adaptive positioning component 3 performs structural positioning, the side clamping structure 42 will clamp synchronously onto the inner wall of the adaptive positioning component 3 to ensure the structural clamping of the adaptive positioning component 3, forming a positioning form of positioning first and then clamping.

[0028] Among them, the synchronous clamping component 4 includes, but is not limited to, the three-jaw linkage type and the mechanical limiting type; in this embodiment, the synchronous clamping component 4 is preferably the mechanical limiting type.

[0029] The extended support assembly 5 includes a rotating structure 51 and a clamping structure 54. The rotating structure 51 is rotatably connected to a support baffle 52 at its side end. The inner wall of the support baffle 52 is threadedly connected to a rod structure 53. The rod structure 53 is used for structural positioning of the guard plate assembly 1. The clamping structure 54 is rotatably connected to the bottom inner wall of the guard plate assembly 1 and is used for structural clamping of the support baffle 52.

[0030] After the guard plate assembly 1 is installed in position, the bottom support baffle 52 can be rotated along the position of the rotating structure 51, and then fixed to the ground by the plug structure 53 to ensure the structural support of the guard plate assembly 1. After the structure is supported, the clamping structure 54 can be rotated again and restricted to the inner wall of the support baffle 52 to form multiple positioning and clamping.

[0031] The extension support component 5 includes, but is not limited to, telescopic sleeve type and folding linkage type; in this embodiment, the extension support component 5 is preferably folding linkage type.

[0032] The working principle of the manually excavated bored pile concrete retaining wall provided by this utility model is as follows: During the installation and use of the concrete guardrail, firstly, one end of the guardrail assembly 1 is installed on the inner wall of the aperture. Then, the other end of the guardrail assembly 1 is installed. After both ends of the guardrail assembly 1 are installed, the self-adaptive positioning component 3 on the inner wall will automatically perform adaptive workpiece positioning as the guardrail assembly 1 is installed, to facilitate the installation of the guardrail assembly 1. In addition, after the guardrail assembly 1 is positioned and installed, the bottom synchronous clamping component 4 will simultaneously perform structural clamping to further ensure the installation stability of the guardrail assembly 1, achieving a structure of positioning first and then clamping. Then, the bottom extension support component 5 is rotated to support the ground, ensuring the support effect of the guardrail assembly 1.

[0033] Compared with related technologies, the concrete retaining wall for manually excavated bored piles provided by this utility model has the following beneficial effects: To improve the ease of use of the concrete guard plate during installation, the adaptive positioning component 3 and the synchronous clamping component 4 work together to automatically adapt and adjust to the actual installation position of the guard plate, eliminating the need for repeated manual calibration. This significantly simplifies the installation process, effectively reduces the error rate of manual positioning, and ensures that the guard plate can quickly and accurately align with the installation benchmark. The synchronous clamping component 4 further achieves structural clamping on the basis of positioning, forming a continuous structural action of structural positioning and synchronous clamping. This avoids the structural displacement problem caused by the separate operation of positioning and clamping in traditional installation. Furthermore, the cooperation between the components enhances the structural stability of the guard plate after installation and reduces the risk of loosening.

[0034] The above description is merely an embodiment of this utility model and does not limit the patent scope of this utility model. Any equivalent structural or procedural transformations made based on the content of this utility model specification and drawings, or direct or indirect applications in other related technical fields, are similarly included within the patent protection scope of this utility model.

Claims

1. A type of concrete retaining wall for manually excavated bored piles, characterized in that, include: The protective panel assembly has a storage and protection component on its inner wall. An adaptive positioning component is installed inside the storage and protection component. The adaptive positioning component is used for the structural positioning of the protective panel assembly. A synchronous clamping component is provided at the bottom of the adaptive positioning component. The synchronous clamping component is used for the structural clamping of the adaptive positioning component. An extension support component is installed at the bottom of the protective panel assembly. The extension support component is used for the structural support of the protective panel assembly.

2. The concrete retaining wall for manually excavated bored piles according to claim 1, characterized in that, The protective plate assembly includes an arc-shaped protective plate, and each arc-shaped protective plate has a fastening baffle installed on its inner wall. Each fastening baffle has a fastening structure installed on its inner wall. The fastening structure is used for structural fastening of the arc-shaped protective plate.

3. The concrete retaining wall for manually excavated bored piles according to claim 1, characterized in that, The storage and protection component includes a cavity structure, which is formed on the inner wall of the side end of the protective plate component. The inner wall of the cavity structure has symmetrically formed groove structures, which are used for the structural guidance of the adaptive positioning component. A protective structure slides on the inner wall of the cavity structure, which is used for the structural protection of the adaptive positioning component.

4. The concrete retaining wall for manually excavated bored piles according to claim 1, characterized in that, The adaptive positioning component includes a positioning structure and a sliding guide. The sliding guide is installed on the inner wall of the side end of the storage and protection component. An elastic damping structure is slidably connected to the inner wall of the sliding guide. A positioning rod is installed at the bottom of the elastic damping structure. A fixed groove structure is opened on the inner wall of the positioning structure. The fixed groove structure is used for positioning the protective plate component structure.

5. The concrete retaining wall for manually excavated bored piles according to claim 1, characterized in that, The synchronous clamping assembly includes a guide structure that slides on the inner wall of the storage and protection assembly. A clamping structure is installed on the side end of the guide structure for synchronous clamping of the adaptive positioning assembly. An abutment block is installed on the side end of the guide structure.

6. The concrete retaining wall for manually excavated bored piles according to claim 1, characterized in that, The extended support assembly includes a rotating structure and a clamping structure. The rotating structure is rotatably connected to a support baffle at its side end. The inner wall of the support baffle is threaded with a rod structure. The rod structure is used for structural positioning of the guard plate assembly. The clamping structure is rotatably connected to the inner wall of the bottom of the guard plate assembly. The clamping structure is used for structural clamping of the support baffle.

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