Anchoring upset head for solar photovoltaic pipe pile

Abstract

The utility model discloses an anchoring upset head for a solar photovoltaic pipe pile, and relates to the technical field of anchoring upset heads. The anchoring upset head for the solar photovoltaic pipe pile comprises an anchoring upset head base and a concrete pier body, six inner pier body steel bar mounting holes are formed in the upper surface of the anchoring upset head base, inner pier body steel bars are inserted into the inner pier body steel bar mounting holes, and then the whole anchoring steel bars are taken out; the multiple fixing rods are inserted into the multiple mounting holes, the positioning rods and the inner pier body reinforcing steel bars enter the positioning holes and the inner wall of the protective sleeve, the process is completed when the anchoring reinforcing steel bars make contact with the connecting gaskets, the anchoring reinforcing steel bars and the inner pier body reinforcing steel bars are assembled, the whole mounting process is simple and convenient, welding is not needed, and the mounting efficiency is improved. The assembling convenience of the anchoring steel bars and the inner pier body steel bars is improved, meanwhile, the protective sleeve and the supporting sleeve can also achieve the waterproof function, meanwhile, the multiple fixing rods can be fused into the concrete pier body, and the stability of the protective sleeve after installation is improved.

Description

Technical Field

[0001] This utility model relates to the field of anchoring upset head technology, and in particular to an anchoring upset head for solar photovoltaic pipe piles. Background Technology

[0002] Anchoring mainly refers to the process of embedding reinforcing bars in concrete to enhance the connection between the concrete and the reinforcing bars. The purpose of anchoring is to allow the reinforcing bars and concrete to work together to bear various stresses, including pressure, tension, bending moment, and torque generated by various loads. Upsetting is the process of using pressure to thicken the end of the reinforcing bar. Cold upsetting is commonly used, but hot upsetting is also possible. Upsetting is often used to anchor the fixed end of the reinforcing bar. In current technology, the common way to connect the pier head reinforcing bars and the anchoring reinforcing bars is by welding, which requires specialized equipment. At the same time, the bottom of the pier head does not have a waterproof structure, which makes the exposed section of the reinforcing bar in the concrete prone to corrosion, resulting in a deterioration of its load-bearing performance over time. Utility Model Content

[0003] The purpose of this utility model is to at least solve one of the technical problems existing in the prior art, and to provide an anchoring upset head for solar photovoltaic pipe piles. This can solve the problem that the common connection method between the pier head steel bar and the anchoring steel bar in the prior art is welding, which requires professional equipment. At the same time, the bottom of the pier head does not have a waterproof structure, which makes the steel bar exposed in the concrete section easy to rust, resulting in the deterioration of the stress performance over time.

[0004] To achieve the above objectives, this utility model provides the following technical solution: an anchoring head for solar photovoltaic pipe piles, comprising an anchoring head base and a concrete pier;

[0005] The upper surface of the anchor head base has six holes for installing the inner pier reinforcement bars;

[0006] Among them, the inner walls of the six inner pier reinforcement installation holes are all inserted with inner pier reinforcement bars, and the outer walls of the inner pier reinforcement bars are fixedly sleeved with support sleeves.

[0007] The upper surface of the inner pier reinforcement is fixedly connected with a positioning rod, and the outer wall of the positioning rod is fixedly fitted with a connecting gasket that fits against the inner pier reinforcement.

[0008] Preferably, the upper surface of the support sleeve has multiple mounting holes, all of which penetrate the lower surface of the support sleeve. The inner walls of the multiple mounting holes are slidably connected to fixing rods, and the upper surfaces of the multiple fixing rods are fixedly connected to protective sleeves.

[0009] Preferably, the upper surface of the protective sleeve is fixedly connected with anchoring steel bars, the lower end of the anchoring steel bars penetrates into the interior of the protective sleeve, and the lower end of the anchoring steel bars is provided with positioning holes that are compatible with the positioning rods. The structures on the six inner pier steel bars are completely identical.

[0010] Preferably, the upper surface of the anchor head base is provided with a plurality of annularly arranged outer pier reinforcement installation holes, and the inner walls of the plurality of outer pier reinforcement installation holes are all inserted with outer pier reinforcement.

[0011] Preferably, the outer walls of the multiple outer pier reinforcement bars are all fixedly sleeved with fixing sleeves, and the opposite faces of the multiple fixing sleeves are all fixedly connected with arc-shaped connecting plates.

[0012] Preferably, multiple arc-shaped connecting plates and multiple fixing sleeves form an annular sleeve, and the concrete pier is formed by casting through a mold.

[0013] Compared with the prior art, the beneficial effects of this utility model are:

[0014] 1. This anchoring head for solar photovoltaic pipe piles is inserted into the installation hole of the inner pier steel bar by inserting it into the inner pier steel bar. Then, the entire anchoring steel bar is taken out, and multiple fixing rods are inserted into the multiple installation holes. The positioning rods and the inner pier steel bar are then inserted into the positioning holes and the inner wall of the protective sleeve. The installation is completed when the anchoring steel bar contacts the connecting gasket. The anchoring steel bar and the inner pier steel bar are then assembled. The entire installation process is simple and convenient, requiring no welding, which improves the ease of assembly of the anchoring steel bar and the inner pier steel bar. At the same time, the protective sleeve and support sleeve also provide waterproofing. In addition, the multiple fixing rods are integrated into the interior of the concrete pier, improving the stability of the protective sleeve after installation.

[0015] 2. The anchoring head for solar photovoltaic pipe piles, by setting multiple arc-shaped connecting plates and multiple fixing sleeves to form an annular sleeve and multiple arc-shaped connecting plates, can improve the overall structural strength of the anchoring head and increase the overall service life of the anchoring head. Attached Figure Description

[0016] The present invention will be further described below with reference to the accompanying drawings and embodiments:

[0017] Figure 1 This is a schematic diagram of the overall structure of this utility model;

[0018] Figure 2 This is a schematic diagram showing the connection between the outer pier reinforcement and the anchor head base of this utility model;

[0019] Figure 3 This is a schematic diagram showing the connection between the inner pier reinforcement and the anchor head base of this utility model;

[0020] Figure 4 This is a schematic diagram of the surface of the support sleeve of this utility model;

[0021] Figure 5 This is a schematic diagram of the lower surface of the anchoring steel bar of this utility model;

[0022] Figure 6This is a schematic diagram of the upper surface of the anchoring upset head base of this utility model.

[0023] Reference numerals in the attached drawings: 1. Anchor head base; 2. Concrete pier; 3. Support sleeve; 4. Protective sleeve; 5. Anchor reinforcement; 6. Fixing sleeve; 7. Outer pier reinforcement; 8. Arc-shaped connecting plate; 9. Fixing rod; 10. Inner pier reinforcement; 11. Outer pier reinforcement installation hole; 12. Installation hole; 13. Positioning rod; 14. Positioning hole; 15. Connecting gasket; 16. Inner pier reinforcement installation hole. Detailed Implementation

[0024] This section will describe in detail the specific embodiments of the present utility model. The preferred embodiments of the present utility model are shown in the accompanying drawings. The purpose of the drawings is to supplement the textual description with graphics, so that people can intuitively and vividly understand each technical feature and the overall technical solution of the present utility model, but they should not be construed as limiting the scope of protection of the present utility model.

[0025] In the description of this utility model, it should be understood that the directional descriptions, such as up, down, front, back, left, right, etc., indicate the directional or positional relationship based on the directional or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0026] In the description of this utility model, terms such as greater than, less than, and exceeding are understood to exclude the stated number, while terms such as above, below, and within are understood to include the stated number. The use of terms like "first" and "second" is merely for distinguishing technical features and should not be construed as indicating or implying relative importance, or implicitly indicating the quantity or sequence of the indicated technical features.

[0027] In the description of this utility model, unless otherwise explicitly defined, terms such as "setting," "installation," and "connection" should be interpreted broadly, and those skilled in the art can reasonably determine the specific meaning of the above terms in this utility model in conjunction with the specific content of the technical solution.

[0028] Please see Figure 1-6 This utility model provides a technical solution: an anchoring head for solar photovoltaic pipe piles, including an anchoring head base 1 and a concrete pier 2, with six inner pier reinforcement installation holes 16 on the upper surface of the anchoring head base 1.

[0029] Among them, the inner walls of the six inner pier steel bar installation holes 16 are all inserted with inner pier steel bars 10, and the outer walls of the inner pier steel bars 10 are fixedly sleeved with support sleeves 3.

[0030] The upper surface of the inner pier reinforcement 10 is fixedly connected to a positioning rod 13, and a connecting gasket 15 is fixedly sleeved on the outer wall of the positioning rod 13. The connecting gasket 15 is in contact with the inner pier reinforcement 10.

[0031] Furthermore, the upper surface of the support sleeve 3 is provided with multiple mounting holes 12, all of which penetrate the lower surface of the support sleeve 3. The inner walls of the multiple mounting holes 12 are slidably connected with fixing rods 9, and the upper surfaces of the multiple fixing rods 9 are fixedly connected with protective sleeves 4.

[0032] Furthermore, the upper surface of the protective sleeve 4 is fixedly connected with anchoring steel bars 5, the lower end of the anchoring steel bars 5 penetrates into the interior of the protective sleeve 4, and the lower end of the anchoring steel bars 5 is provided with positioning holes 14 that are compatible with positioning rods 13. The structures on the six inner pier steel bars 10 are completely identical.

[0033] Furthermore, the upper surface of the anchor head base 1 is provided with a plurality of annularly arranged outer pier reinforcement installation holes 11, and the inner walls of the plurality of outer pier reinforcement installation holes 11 are all inserted with outer pier reinforcement 7.

[0034] Furthermore, the outer walls of multiple outer pier reinforcement bars 7 are all fixedly sleeved with fixing sleeves 6, and the opposite faces of multiple fixing sleeves 6 are all fixedly connected with arc-shaped connecting plates 8.

[0035] Furthermore, multiple arc-shaped connecting plates 8 and multiple fixing sleeves 6 form a ring sleeve, and the concrete pier 2 is cast by mold.

[0036] Furthermore, when using the anchoring head for solar photovoltaic pipe piles, multiple outer pier steel bars 7 and multiple annular sleeves composed of arc-shaped connecting plates 8 and fixing sleeves 6 are pre-connected to form a whole. First, the entire outer pier steel bar 7 is inserted into the outer pier steel bar installation hole 11. Then, an inner pier steel bar 10 is picked up and inserted into the inner pier steel bar installation hole 16. Then, the entire anchoring steel bar 5 is taken out, and multiple fixing rods 9 are inserted into the multiple installation holes 12. The positioning rod 13 is then engaged with the inner pier steel bar 10. Insert the anchoring steel bar 5 into the positioning hole 14 and the inner wall of the protective sleeve 4. The installation is completed when the anchoring steel bar 5 comes into contact with the connecting gasket 15. The anchoring steel bar 5 and the inner pier steel bar 10 are then assembled. The entire installation process is simple and convenient, requiring no welding, which improves the ease of assembly of the anchoring steel bar 5 and the inner pier steel bar 10. At the same time, the protective sleeve 4 and the support sleeve 3 can also serve as waterproofing. Meanwhile, multiple fixing rods 9 will be integrated into the interior of the concrete pier 2, improving the stability of the protective sleeve 4 after installation. The assembly method of the other multiple anchoring steel bars 5 and the inner pier steel bar 10 is the same.

[0037] Subsequently, the mold can be installed to inject concrete to form a concrete pier 2. By setting up an annular sleeve composed of multiple arc-shaped connecting plates 8 and multiple fixing sleeves 6, and multiple arc-shaped connecting plates 8, the overall structural strength of the anchor head can be improved, and the overall service life of the anchor head can be increased.

[0038] Working principle: When using the anchoring head for solar photovoltaic pipe piles, multiple outer pier steel bars 7 and multiple annular sleeves composed of arc-shaped connecting plates 8 and fixing sleeves 6 are pre-connected to form a whole. First, the entire outer pier steel bar 7 is inserted into the outer pier steel bar installation hole 11. Then, one inner pier steel bar 10 is picked up and inserted into the inner pier steel bar installation hole 16. Then, the entire anchoring steel bar 5 is taken out, and multiple fixing rods 9 are inserted into the multiple installation holes 12. The positioning rod 13 is then aligned with the inner pier steel bar 10. Insert the anchoring steel bar 5 into the positioning hole 14 and the inner wall of the protective sleeve 4. The installation is completed when the anchoring steel bar 5 comes into contact with the connecting gasket 15. The anchoring steel bar 5 and the inner pier steel bar 10 are then assembled. The entire installation process is simple and convenient, requiring no welding, which improves the ease of assembly of the anchoring steel bar 5 and the inner pier steel bar 10. At the same time, the protective sleeve 4 and the support sleeve 3 can also serve as waterproofing. Meanwhile, multiple fixing rods 9 will be integrated into the interior of the concrete pier 2, improving the stability of the protective sleeve 4 after installation. The assembly method of the other multiple anchoring steel bars 5 and the inner pier steel bar 10 is the same.

[0039] Subsequently, the mold can be installed to inject concrete to form a concrete pier 2. By setting up an annular sleeve composed of multiple arc-shaped connecting plates 8 and multiple fixing sleeves 6, and multiple arc-shaped connecting plates 8, the overall structural strength of the anchor head can be improved.

[0040] The embodiments of the present utility model have been described in detail above with reference to the accompanying drawings. However, the present utility model is not limited to the above embodiments. Within the scope of knowledge possessed by those skilled in the art, various changes can be made without departing from the spirit of the present utility model.

Claims

1. An anchoring head for solar photovoltaic pipe piles, characterized in that, include: Anchoring upset head base (1) and concrete pier (2); The upper surface of the anchor head base (1) is provided with six inner pier reinforcement installation holes (16). Among them, the inner walls of the six inner pier reinforcement installation holes (16) are all inserted with inner pier reinforcement (10), and the outer walls of the inner pier reinforcement (10) are fixedly sleeved with support sleeves (3). Among them, a positioning rod (13) is fixedly connected to the upper surface of the inner pier reinforcement (10), and a connecting gasket (15) is fixedly sleeved on the outer wall of the positioning rod (13), and the connecting gasket (15) is in contact with the inner pier reinforcement (10); The upper surface of the support sleeve (3) is provided with multiple mounting holes (12), all of which penetrate the lower surface of the support sleeve (3). The inner walls of the multiple mounting holes (12) are slidably connected with fixing rods (9), and the upper surfaces of the multiple fixing rods (9) are fixedly connected with protective sleeves (4). The upper surface of the protective sleeve (4) is fixedly connected with anchoring steel bars (5), the lower end of the anchoring steel bars (5) penetrates into the interior of the protective sleeve (4), and the lower end of the anchoring steel bars (5) is provided with positioning holes (14) that are compatible with the positioning rod (13). The structures on the six inner pier steel bars (10) are completely identical.

2. The anchoring head for solar photovoltaic pipe piles according to claim 1, characterized in that: The upper surface of the anchor head base (1) is provided with a plurality of annularly arranged outer pier reinforcement installation holes (11), and the inner walls of the plurality of outer pier reinforcement installation holes (11) are all fitted with outer pier reinforcement (7).

3. The anchoring head for solar photovoltaic pipe piles according to claim 2, characterized in that: The outer walls of the multiple outer pier reinforcement bars (7) are all fixedly sleeved with fixing sleeves (6), and the opposite faces of the multiple fixing sleeves (6) are all fixedly connected with arc-shaped connecting plates (8).

4. An anchoring head for solar photovoltaic pipe piles according to claim 3, characterized in that: Multiple arc-shaped connecting plates (8) and multiple fixing sleeves (6) form a ring sleeve. The number of ring sleeves is multiple. The concrete pier (2) is cast by mold.

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