Novel pile plate type roadbed structure

Abstract

The utility model relates to the technical field of roadbeds, in particular to a novel pile slab type roadbed structure which comprises four groups of clamping rings arranged at the bottom of the roadbed structure, four groups of pouring grooves are formed in a precast concrete slab in a penetrating mode, supporting columns are arranged at the bottom of the precast concrete slab and connected with supporting piles, and the supporting piles are connected with the precast concrete slab. Each supporting column comprises a steel bar frame arranged at the top of the supporting column, a supporting block is arranged at the bottom of each steel bar frame, a limiting block is arranged at the bottom of each supporting column, and a clamping ring formed in the prefabricated concrete slab is matched with a clamping groove formed in one side of each supporting block, so that positioning is convenient, and deviation of the prefabricated concrete slabs and the supporting columns is also prevented; through the T-shaped groove, the movable column and other structures, a worker can conveniently have clear feedback when adjusting the height, so that the working efficiency is improved, through the arc-shaped groove and other structures, limiting of the supporting column and the supporting pile is achieved, and therefore during cement pouring, other mechanisms are not needed for supporting the supporting column and the supporting pile.

Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of roadbed, especially a novel pile board formula roadbed structure. BACKGROUND

[0002] The pavement leveling layer, as a construction layer located below the surface layer, its core function is to bear the vehicle load conducted by the surface layer and effectively disperse these loads to the cushion or soil base. When the base layer is designed as a multi-layer structure, the bottom layer is called the bottom base layer, which not only bears the load, but also plays an important role in isolating moisture, promoting drainage and preventing frost, so as to optimize the operating environment of the base layer and the underlying soil layer. As an innovative technology, the pile board formula roadbed directly replaces the traditional leveling layer with prefabricated concrete boards and support piles, showing a new idea for roadbed construction.

[0003] In the prior art, a method for adjusting the height of the leveling plate involves the cooperative work of components such as a winding wheel, a threaded block, an arc-shaped plate and a rope. Specifically, the winding operation of the rope is realized by rotating the winding wheel, and at the same time, the threaded block is moved axially along the threaded cylinder until the locking position is reached by rotating the threaded rod. In this process, the rope pulls the arc-shaped plate to swing through the U-shaped rod, and the arc-shaped plate pushes the leveling plate body to translate with the help of the semicircular plate, thereby realizing flexible adjustment of the height of the leveling plate.

[0004] However, the existing scheme has a significant deficiency in the implementation process: after the leveling plate is installed, it is particularly laborious to adjust the height due to its own weight, and the operation is not convenient. To solve this problem, we need to explore a more efficient and convenient adjustment mechanism to overcome the adjustment difficulty caused by the self-weight of the leveling plate and ensure a smooth adjustment process. SUMMARY

[0005] The purpose of this section is to outline some aspects of the embodiments of the utility model and briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this section and the abstract of the specification and the utility model name to avoid obscuring the purpose of this section, the abstract of the specification and the utility model name, and such simplifications or omissions cannot be used to limit the scope of the utility model.

[0006] In view of the above-mentioned problems existing in the prior art of the novel pile board formula roadbed structure, the utility model is proposed.

[0007] Therefore, the utility model aims to provide a novel pile board formula roadbed structure, which aims to: facilitate adjustment.

[0008] To solve the above technical problems, the utility model provides technical schemes as follows: Prefabricated concrete slab, its bottom is provided with clamping ring, clamping ring is provided with four groups, prefabricated concrete slab is provided with four groups of pouring groove, the bottom of prefabricated concrete slab is provided with support column, support column is connected with support pile.

[0009] As a preferred scheme of the novel pile plate type roadbed structure of the utility model, wherein: the support column includes a reinforcing frame provided at the top thereof, the bottom of the reinforcing frame is provided with a support block, the bottom of the support column is provided with a limiting block, and a limiting hole is formed in one side surface of the limiting block.

[0010] As a preferred scheme of the novel pile plate type roadbed structure of the utility model, wherein: a clamping groove is formed in one side of the support block, and a clamping ring is slidably connected in the clamping groove.

[0011] As a preferred scheme of the novel pile plate type roadbed structure of the utility model, wherein: a T-shaped groove is formed in the support pile, a moving column is arranged in the T-shaped groove, and a return spring is arranged on the surface of the moving column.

[0012] As a preferred scheme of the novel pile plate type roadbed structure of the utility model, wherein: a moving block is arranged on one side of the moving column.

[0013] As a preferred scheme of the novel pile plate type roadbed structure of the utility model, wherein: an arc-shaped groove is formed in the support pile, and an arc-shaped block is arranged in the arc-shaped groove.

[0014] As a preferred scheme of the novel pile plate type roadbed structure of the utility model, wherein: a limiting ball is arranged in the arc-shaped block, a connecting column is arranged at the bottom of the limiting ball, a limiting spring is arranged on the surface of the connecting column, and the connecting column is slidably arranged in the through hole.

[0015] The utility model has the advantages that: the clamping ring of the prefabricated concrete slab and the clamping groove formed in one side of the support block are matched with each other, so that the positioning is facilitated, and the deviation of the prefabricated concrete slab and the support column is prevented; the T-shaped groove and the moving column facilitate the clear feedback of the staff when adjusting the height, thereby improving the work efficiency; the arc-shaped groove limits the support column and the support pile, so that the prefabricated concrete slab does not need to be supported by other mechanisms when the cement is poured. BRIEF DESCRIPTION OF DRAWINGS

[0016] In order to more clearly illustrate the technical scheme of the embodiments of the present application, the drawings needed to be used in the embodiment description will be briefly introduced as follows. Obviously, the drawings in the following description are only some embodiments of the present application, and for those skilled in the art, other drawings can be obtained without creative labor on the basis of these drawings. Among them:

[0017] Figure 1 The overall structure schematic view provided by the present application.

[0018] Figure 2 Another perspective view schematic view provided by the present application.

[0019] Figure 3 The bottom view schematic view provided by the present application.

[0020] Figure 4 The support pile section view schematic view provided by the present application.

[0021] Figure 5 The support column schematic view provided by the present application.

[0022] Figure 6 Another perspective view section view provided by the present application. DETAILED DESCRIPTION

[0023] In order to make the above-mentioned purpose, features and advantages of the present application more apparent and easy to understand, the specific embodiments of the present application will be described in detail below with reference to the drawings of the specification.

[0024] In the following description, many specific details are set forth in order to provide a thorough understanding of the present application, but the present application can also be implemented in other ways different from those described herein, and those skilled in the art can make similar generalizations without departing from the connotation of the present application, therefore the present application is not limited by the specific embodiments disclosed below.

[0025] Secondly, the "one embodiment" or "embodiment" referred to herein means that the specific features, structures or characteristics can be included in at least one implementation of the present application. In this specification, "in one embodiment" does not mean the same embodiment, nor is it an independent or alternative embodiment.

[0026] Thirdly, the present application is described in detail in conjunction with the schematic view, and in order to facilitate the description, the section view of the device structure will be partially enlarged without the general proportion, and the schematic view is only an example, which should not limit the scope of protection of the present application. In addition, the three-dimensional spatial dimensions of length, width and depth should be included in actual manufacture.

[0027] Embodiment 1, reference Figures 1-6 , the utility model provides a novel pile board formula roadbed structure, through set up and set up the clamping groove 102d of one side of the clamping ring 101a of prefabricated concrete board opening cooperation to facilitate positioning, also prevent prefabricated concrete board and the deviation of support column 102, through the structure such as T -shaped groove 103a, moving column 103b, it is convenient for staff to have a clear feedback when adjusting height, to improve work efficiency, through the structure such as arc -shaped groove 103d, the limiting of support column and support pile is realized, so that other agencies are not needed to support it when carrying out cement pouring.

[0028] Prefabricated concrete board 101, it includes setting its bottom clamping ring 101a, clamping ring 101a is provided with four groups, and prefabricated concrete board 101 is through set up and set up four groups of pouring groove 101b, the bottom of prefabricated concrete board 101 is provided with support column 102, and support column 102 is connected with support pile 103.Support column 102 includes setting its top steel reinforcement frame 102a, and the bottom of steel reinforcement frame 102a is provided with support block 102b, and the bottom of support column 102 is provided with limiting block 102c, and one side surface of limiting block 102c is set up and set up limiting hole 102c-1.Support block 102b is set up and set up clamping groove 102d on one side, and clamping groove 102d is slidably connected with clamping ring 101a in the inside.Support pile 103 is set up and set up T -shaped groove 103a in the inside, and T -shaped groove 103a is provided with moving column 103b in the inside, and the surface of moving column 103b is provided with reset spring 103b-1.Moving column 103b is provided with moving block 103c on one side.Support pile 103 is set up and set up arc -shaped groove 103d in the inside, and arc -shaped groove 103d is provided with arc -shaped block 103e in the inside, and arc -shaped block 103e is provided with limiting ball 103e-1 in the inside, and the bottom of limiting ball 103e-1 is provided with connecting column 103e-2, and the surface of connecting column 103e-2 is provided with limiting spring 103e-3, and connecting column 103e-2 is slidably arranged in through -hole 103e-4.

[0029] Further, when the worker uses the device, first, the support pile 103 is pre-buried in the designated position, then the support column 102 is inserted into the inside of the support pile 103, then whether the height needs to be adjusted is measured through the level, then the support column 102 is moved, through the collision of the limiting block 102c and the moving block 103c, because the contact surface of the moving block 103c and the limiting block 102c is arc-shaped, so the moving block 103c drives the moving column 103b to move, and compresses the reset spring 103b-1, through the collision times of the limiting block 102c and the moving block 103c, so as to reflect the positional relationship of the limiting block 102c and the plurality of arc-shaped blocks 103e, when reaching the designated position, through rotating the limiting block 102c, so as to extrude the limiting ball 103e-1, so that the connecting column 103e-2 slides in the through hole 103e-4, and extrudes the limiting spring 103e-3, when the limiting hole 120c-1 is above the limiting ball 103e-1, then the limiting ball 103e-1 is limited under the action of the limiting spring 103e-3, so as to realize the preliminary limiting of the support column 102 and the support pile 103, then the prefabricated concrete slab 101 is placed above the support column 102, through the mutual cooperation of the clamping ring 101a and the clamping groove 102d, so as to facilitate positioning and maintain its stability, finally, the concrete is poured in the pouring groove 102d for reinforcement.

[0030] Importantly, it should be noted that the construction and arrangement of the application shown in the various exemplary embodiments is illustrative only. Although only a few embodiments have been described in detail in this disclosure, many modifications are possible (e.g., variations in sizes, dimensions, structures, shapes and proportions of the various elements, values of parameters, mounting arrangements, use of materials, colors, orientations, etc.) without materially departing from the novel teachings and advantages of the subject matter described in this application. For example, elements shown as integrally formed can be constructed of multiple parts or elements, the position of elements can be reversed or otherwise varied, and the nature or number of elements or positions can be altered or varied. Accordingly, all such variations are intended to be included within the scope of the present application. The order or sequence of any process or method steps can be changed unless otherwise specified or clearly implied by the circumstances. In the claims, any "means plus function" clause is intended to cover the structures described herein as performing the recited functionality, and not just structural equivalents, but also equivalent structures. Other substitutions, modifications, changes, and omissions can be made in the design, operating

[0031] Furthermore, in the interest of providing a concise description of illustrative embodiments, not all features of an actual implementation can be described nor will all embodiments of the present application hereinafter be described with respect to every possible combination or permutation or feature. It is to be understood that the disclosure is capable of additional implementations and / or is capable of being practiced or being carried out in various ways.

[0032] It should be noted that the above-mentioned embodiments are only used to illustrate the technical solutions of the present application, not limit the present application. Although the present application has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present application can be modified or equivalently replaced without departing from the spirit and scope of the present application, and all modifications and equivalent replacements should be covered in the scope of the claims of the present application.

Claims

1. A novel pile-slab subgrade structure, characterized by: The utility model relates to a prefabricated concrete slab (101) and a support column (102) thereof, and belongs to the field of building construction. The prefabricated concrete slab (101) comprises a clamping ring (101a) arranged at the bottom thereof, four groups of pouring grooves (101b) formed through the prefabricated concrete slab (101), a support column (102) arranged at the bottom of the prefabricated concrete slab (101), and a support pile (103) connected to the support column (102), wherein the support pile (103) is internally provided with a T-shaped groove (103a), the T-shaped groove (103a) is internally provided with a moving column (103b), the surface of the moving column (103b) is provided with a reset spring (103b-1), one side of the moving column (103b) is provided with a moving block (103c), the support pile (103) is internally provided with an arc-shaped groove (103d), the arc-shaped groove (103d) is internally provided with an arc-shaped block (103e), the arc-shaped block (103e) is internally provided with a limiting ball (103e-1), the bottom of the limiting ball (103e-1) is provided with a connecting column (103e-2), the surface of the connecting column (103e-2) is provided with a limiting spring (103e-3), and the connecting column (103e-2) is slidingly arranged in a through hole (103e-4).

2. The novel pile-slab sub-grade structure according to claim 1, characterized in that: The support column (102) comprises a reinforcing frame (102a) arranged at the top thereof, a support block (102b) arranged at the bottom of the reinforcing frame (102a), and a limiting block (102c) arranged at the bottom of the support column (102), wherein one side surface of the limiting block (102c) is provided with a limiting hole (102c-1).

3. The novel pile-slab sub-grade structure according to claim 2, characterized in that: One side of the support block (102b) is provided with a clamping groove (102d), and the clamping groove (102d) is slidingly connected with the clamping ring (101a).

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