Precast pile with supporting structure

Abstract

The utility model discloses a precast pile with a supporting structure. The precast pile comprises a precast pile main body, a connecting rod, a steel hoop, a supporting vertical rod, a rib plate, a rib plate connecting base and a mounting sleeve, the lower end of the precast pile body is buried underground, the middle is provided with a steel hoop, and the upper end is provided with a mounting sleeve. The lower end of the mounting sleeve and the upper end of the precast pile main body are poured together, and a connecting rod is arranged on the top surface; the lower end of the connecting rod is connected with the mounting sleeve; the inner side of the steel hoop and the middle of the precast pile body are poured together, and the outer side of the steel hoop is provided with a rib plate connecting base. One end of the rib plate is connected with the rib plate connecting base, and the other end is connected with the supporting vertical rod. When the precast pile main body is produced, the mounting sleeve and the steel hoop are pre-buried in the reinforcing mesh model, the mounting sleeve, the steel hoop and the precast pile main body are produced together in a pouring manner, and after the precast pile main body is produced, the precast pile main body, the mounting sleeve and the steel hoop are transported to a construction site together for mounting, so that the mounting efficiency of the solar cell panel is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of construction operations, in particular to a prefabricated pile with a supporting structure. Background Art

[0002] Solar panels are devices that convert solar energy into electrical energy. They consist of multiple photovoltaic cells that absorb sunlight and convert it into direct current. Photovoltaic panels are widely used in residential, commercial and large-scale solar power generation projects. Precast cement soil piles, referred to as precast piles, are suitable for foundation treatment such as silt, silty soil, clay, silt, sand and artificial fill. Solar panels are usually installed on the upper end of precast piles. Construction workers will drive the lower end of the precast piles at the construction site into the ground, and install the installation sleeve on the upper end of the precast piles. Finally, the support rods supporting the solar panels are installed, and the support rods and the installation sleeves are welded together. However, this installation method of solar panels is too cumbersome and is not conducive to the construction workers to quickly complete the on-site construction. Utility Model Content

[0003] The purpose of the utility model is to provide a prefabricated pile with a supporting structure. After the prefabricated pile is produced, it is transported to the construction site together with the installation sleeve and the steel sleeve hoop for installation, thereby improving the installation efficiency of the solar panel. The specific technical solution is as follows:

[0004] A prefabricated pile with a supporting structure, comprising a prefabricated pile body, a connecting rod, a steel sleeve, a supporting vertical rod, a rib plate, a rib plate connecting base and a mounting sleeve;

[0005] The lower end of the precast pile body is buried underground, a steel sleeve is arranged in the middle, and a mounting sleeve is arranged at the upper end; the lower end of the mounting sleeve is cast together with the upper end of the precast pile body, and a connecting rod is arranged on the top surface; the lower end of the connecting rod is connected to the mounting sleeve, and the upper end is installed with a supporting vertical rod; the inner side of the steel sleeve is cast together with the middle part of the precast pile body, and a rib plate is arranged on the outer side to connect the base; one end of the rib plate is connected to the rib plate to connect the base, and the other end is connected to the supporting vertical rod.

[0006] Preferably, it also includes a supporting cross bar, a connecting beam and a connecting base; a connecting base is arranged on the outer side of the steel hoop; the supporting vertical rod is arranged obliquely; the supporting cross bar is arranged between two adjacent precast pile bodies; the two ends of the connecting beam are respectively connected to the connecting bases of adjacent precast pile bodies; the two ends of the supporting cross bar are respectively connected to the connecting supporting vertical rods of adjacent precast pile bodies.

[0007] Preferably, it also includes a sheath; the sheath is sheathed on the outside of the connecting rod.

[0008] Preferably, the rib plate includes a first rib plate and a second rib plate; a rib plate connecting base is respectively arranged on the front and rear sides of the steel hoop; one end of the first rib plate is connected to the rib plate connecting base at the front end of the steel hoop, and the other end is connected to the supporting vertical rod; one end of the second rib plate is connected to the rib plate connecting base at the rear end of the steel hoop, and the other end is connected to the supporting vertical rod.

[0009] Preferably, the connecting base includes a connecting plate, a bolt mounting plate and a bottom plate; one end of the connecting plate is connected to the steel sleeve and the other end extends outward; the bolt mounting plate is vertically installed on the end of the connecting plate extending outward; and the bottom plate is installed on the bottom surface of the connecting plate.

[0010] Preferably, the connecting beam comprises a connecting beam body and a bolt connecting plate; the connecting beam body is horizontally arranged between two precast pile bodies; the bolt connecting plate is vertically installed at both ends of the connecting beam body; the bolt connecting plate and the bolt mounting plate are connected together by bolts.

[0011] Compared with the existing technology, the utility model has the following beneficial effects:

[0012] The utility model provides an installation sleeve and a steel sleeve hoop. When the precast pile body is produced, the installation sleeve and the steel sleeve hoop are pre-buried in the steel mesh model. The installation sleeve and the steel sleeve hoop are cast and produced together with the precast pile body on the outer side of the steel bars of the precast pile body. After the precast pile body is produced, it can be transported to the construction site for installation with the installation sleeve and the steel sleeve hoop, thereby improving the installation efficiency of the solar cell panel. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following briefly introduces the drawings required for describing the embodiments. In all drawings, similar elements or parts are generally identified by similar reference numerals. In the drawings, the elements or parts are not necessarily drawn according to the actual scale.

[0014] Figure 1 It is a structural schematic diagram of the utility model.

[0015] Figure 2 It is a front view of the prefabricated pile body of the utility model.

[0016] Figure 3 It is a top view of the prefabricated pile body of the utility model.

[0017] Figure 4 It is a structural schematic diagram of the sheath of the utility model.

[0018] Description of main reference numerals:

[0019] 1-precast pile body, 2-connecting rod, 3-steel hoop, 4-connecting beam, 5-connecting base, 6-supporting cross bar, 7-supporting vertical bar, 8-rib plate, 9-rib plate connecting base, 10-installation sleeve, 11-sheath. DETAILED DESCRIPTION

[0020] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0021] In the description of the present invention, it should be noted that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "top", "bottom", "top surface", "bottom surface", "inside", "outside", "inside", "outside" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.

[0022] In the description of the present utility model, "several" means one or more, "more" means more than two, "greater than", "less than", "exceed" etc. are understood to exclude the number itself, and "above", "below", "within" etc. are understood to include the number itself. If the terms "first", "second", "third" are described, they are only used for the purpose of description and distinguishing technical features, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features or implicitly indicating the order of the indicated technical features.

[0023] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", and "set" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal connection of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances. The following is a description of the embodiments of the present invention based on its overall structure.

[0024] Example 1

[0025] A prefabricated pile with a supporting structure as shown in the figure includes a prefabricated pile body, a connecting rod, a steel sleeve, a supporting vertical rod, a rib plate, a rib plate connecting base and an installation sleeve;

[0026] The lower end of the precast pile body is buried underground, a steel sleeve is arranged in the middle, and a mounting sleeve is arranged at the upper end; the lower end of the mounting sleeve is cast together with the upper end of the precast pile body, and a connecting rod is arranged on the top surface; the lower end of the connecting rod is connected to the mounting sleeve, and the upper end is installed with a supporting vertical rod; the inner side of the steel sleeve is cast together with the middle part of the precast pile body, and a rib plate is arranged on the outer side to connect the base; one end of the rib plate is connected to the rib plate to connect the base, and the other end is connected to the supporting vertical rod.

[0027] Next, the working principle of the embodiment is described in detail to enable those skilled in the art to better understand the present invention:

[0028] The lower end of the precast pile body is inserted into the ground to provide structural support. The steel sleeve is located in the middle of the pile body to enhance the stability and bearing capacity of the pile. The installation sleeve is located at the upper end of the pile body and is used to connect the support vertical rod. The support vertical rod is used to install solar panels. The connecting rod connects the installation sleeve and the support vertical rod to form a supporting structure at the top of the pile. When the precast pile body is produced, the installation sleeve and the steel sleeve are embedded in the steel mesh model. The installation sleeve and the steel sleeve are cast and produced together with the precast pile body on the outside of the steel bars of the precast pile body. After the production of the precast pile body is completed, it can be transported to the construction site with the installation sleeve and the steel sleeve for installation.

[0029] Example 2

[0030] This embodiment differs from Embodiment 1 in that it further comprises a supporting cross bar, a connecting beam and a connecting base; a connecting base is arranged on the outer side of the steel hoop; the supporting vertical bar is arranged obliquely; the supporting cross bar is arranged between two adjacent precast pile bodies; the two ends of the connecting beam are respectively connected to the connecting bases of adjacent precast pile bodies; the two ends of the supporting cross bar are respectively connected to the connecting supporting vertical bars of adjacent precast pile bodies.

[0031] The connecting beam and the connecting base are used to connect two adjacent prefabricated pile bodies to play a reinforcing role. The supporting crossbar is used to support the solar cell panel to play an auxiliary supporting role.

[0032] The working principle of this embodiment is the same as that of Embodiment 1.

[0033] Example 3

[0034] This embodiment differs from the second embodiment in that it further comprises a sheath which is sleeved on the outside of the connecting rod. When the prefabricated pile body is driven into the ground, the sheath provides protection for the connecting rod and the installation sleeve.

[0035] The working principle of this embodiment is the same as that of Embodiment 1.

[0036] Example 4

[0037] The difference between this embodiment and Embodiment 3 is that the rib plate includes a first rib plate and a second rib plate; a rib plate connecting base is respectively arranged on the front and rear sides of the steel hoop; one end of the first rib plate is connected to the rib plate connecting base at the front end of the steel hoop, and the other end is connected to the supporting vertical rod; one end of the second rib plate is connected to the rib plate connecting base at the rear end of the steel hoop, and the other end is connected to the supporting vertical rod.

[0038] The first rib plate and the second rib plate are respectively arranged on both sides of the precast pile body to play a reinforcing role, so that the overall support of the precast pile is more reliable.

[0039] The working principle of this embodiment is the same as that of Embodiment 1.

[0040] Example 5

[0041] The difference between this embodiment and embodiment 4 is that the connecting base includes a connecting plate, a bolt mounting plate and a bottom plate; one end of the connecting plate is connected to the steel sleeve and the other end extends outward; the bolt mounting plate is vertically installed on the end of the connecting plate extending outward; and the bottom plate is installed on the bottom surface of the connecting plate.

[0042] The bolt mounting plate is used to connect the connecting beam, and the bolt mounting plate and the connecting beam are connected together by bolts.

[0043] The working principle of this embodiment is the same as that of Embodiment 1.

[0044] Example 6

[0045] The difference between this embodiment and Embodiment 5 is that the connecting beam includes a connecting beam body and a bolt connecting plate; the connecting beam body is horizontally arranged between two precast pile bodies; the bolt connecting plate is vertically installed at both ends of the connecting beam body; the bolt connecting plate and the bolt mounting plate are connected together by bolts.

[0046] The connecting beam comprises a connecting beam body and a bolt connecting plate. The bolt connecting plate and the bolt mounting plate are connected by bolts to form a stable connection, providing a fast and reliable connection method, making the installation of the connecting beam easier and faster.

[0047] The working principle of this embodiment is the same as that of Embodiment 1.

[0048] In summary, the utility model provides an installation sleeve and a steel sleeve hoop. When the precast pile body is produced, the installation sleeve and the steel sleeve hoop are pre-buried in the steel mesh model. The installation sleeve and the steel sleeve hoop are cast together with the precast pile body on the outside of the steel bars of the precast pile body. After the production of the precast pile body is completed, it can be transported to the construction site with the installation sleeve and the steel sleeve hoop for installation, thereby improving the installation efficiency of the solar cell panel.

[0049] The foregoing descriptions of specific exemplary embodiments of the present invention are for the purpose of explanation and illustration. These descriptions are not intended to limit the present invention to the precise form disclosed, and it is obvious that many changes and variations can be made based on the above teachings. Although an embodiment of the present invention has been shown and described, this specific embodiment is merely an explanation of the present invention and is not a limitation of the present invention. The specific features, structures, materials or characteristics described may be combined in a suitable manner in any one or more embodiments or examples. The purpose of selecting and describing the exemplary embodiments is to explain the specific principles of the present invention and its practical application, so that those skilled in the art can make modifications, substitutions, variations and various selections and changes to the embodiments without creative contribution as needed after reading this specification without departing from the principles and purpose of the present invention, but they are protected by patent law as long as they are within the scope of the claims of the present invention.

Claims

1. A prefabricated pile with a supporting structure, characterized in that: It includes a prefabricated pile body, a connecting rod, a steel sleeve, a supporting vertical rod, a rib plate, a rib plate connecting base and an installation sleeve; The lower end of the precast pile body is buried underground, a steel sleeve is arranged in the middle, and a mounting sleeve is arranged at the upper end; the lower end of the mounting sleeve is cast together with the upper end of the precast pile body, and a connecting rod is arranged on the top surface; the lower end of the connecting rod is connected to the mounting sleeve, and the upper end is installed with a supporting vertical rod; the inner side of the steel sleeve is cast together with the middle part of the precast pile body, and a rib plate is arranged on the outer side to connect the base; one end of the rib plate is connected to the rib plate to connect the base, and the other end is connected to the supporting vertical rod.

2. A prefabricated pile with a supporting structure according to claim 1, characterized in that: It also includes a supporting cross bar, a connecting beam and a connecting base; a connecting base is arranged on the outer side of the steel hoop; the supporting vertical bar is arranged obliquely; the supporting cross bar is arranged between two adjacent precast pile bodies; the two ends of the connecting beam are respectively connected to the connecting bases of the adjacent precast pile bodies; the two ends of the supporting cross bar are respectively connected to the connecting supporting vertical bars of the adjacent precast pile bodies.

3. The prefabricated pile with a supporting structure according to claim 1, characterized in that: It also includes a sheath which is sheathed on the outside of the connecting rod.

4. The prefabricated pile with a supporting structure according to claim 1, characterized in that: The rib plate includes a first rib plate and a second rib plate; a rib plate connecting base is respectively arranged on the front and rear sides of the steel hoop; one end of the first rib plate is connected to the rib plate connecting base at the front end of the steel hoop, and the other end is connected to the supporting vertical rod; one end of the second rib plate is connected to the rib plate connecting base at the rear end of the steel hoop, and the other end is connected to the supporting vertical rod.

5. The prefabricated pile with a supporting structure according to claim 1, characterized in that: The connecting base includes a connecting plate, a bolt mounting plate and a bottom plate; one end of the connecting plate is connected to a steel sleeve, and the other end extends outward; the bolt mounting plate is vertically mounted on the end of the connecting plate extending outward; and the bottom plate is mounted on the bottom surface of the connecting plate.

6. The prefabricated pile with a supporting structure according to claim 2, characterized in that: The connecting beam comprises a connecting beam body and a bolt connecting plate; the connecting beam body is horizontally arranged between two prefabricated pile bodies; the bolt connecting plate is vertically installed at both ends of the connecting beam body; the bolt connecting plate and the bolt mounting plate are connected together by bolts.

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