A high-bearing-capacity concrete pile with built-in reinforcing steel bars
By employing an outer square and inner round structure, internal reinforcing steel bars and spiral stirrups, a side-sloping protruding cap, and an anti-corrosion layer, the problem of easy cracking and corrosion of concrete piles is solved, thereby improving bearing capacity and corrosion resistance.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- SUQIAN HUAMEI NEW MATERIALS CO LTD
- Filing Date
- 2025-04-25
- Publication Date
- 2026-05-26
AI Technical Summary
Existing concrete piles are prone to cracking due to stress concentration, and their surfaces are easily corroded, affecting their lifespan.
It adopts an outer square and inner circle structure design, with internal reinforcing steel bars and spiral stirrups. The outer side is equipped with a lateral convex cap and coated with an anti-corrosion layer, and the internal steel cage is galvanized.
It improves the bearing capacity and corrosion resistance of concrete piles, avoids stress concentration, reduces the impact of rainwater corrosion, and extends service life.
Smart Images
Figure CN224281237U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of building engineering technology, specifically to a high-bearing-capacity concrete pile with built-in reinforcing steel bars. Background Technology
[0002] Concrete piles are piles made of concrete, including ordinary reinforced concrete and prestressed concrete. They have advantages such as saving timber and steel, durability, and low cost, and are widely used in the foundation engineering of hydraulic structures, industrial buildings, civil buildings, and bridges. They are also often used for anti-sliding or water-proofing of slopes and foundation pits. Precast concrete piles, on the other hand, are pre-produced concrete piles that can be used directly in building construction, improving construction efficiency.
[0003] The existing concrete pile reinforcement cage structure is simple and prone to cracking due to stress concentration. In addition, the surface of the soil pile is easily washed by rainwater, which makes it susceptible to corrosion and affects the life of the soil pile.
[0004] Therefore, in view of this, we studied and improved the existing structure and its shortcomings, and proposed a high-bearing-capacity concrete pile with built-in reinforcing steel bars in order to achieve a more practical value. Utility Model Content
[0005] The purpose of this invention is to provide a high-bearing-capacity concrete pile with built-in reinforcing steel bars to solve the problems mentioned in the background art.
[0006] To achieve the above objectives, this utility model provides the following technical solution: a high-bearing-capacity concrete pile with built-in reinforcing steel bars, comprising a soil pile base and a lateral protruding cap. The lateral protruding cap is horizontally stacked on the outside of the soil pile base. Reinforcing steel bars are built into the inside of the soil pile base, and multiple sets of reinforcing steel bars are arranged in a circular pattern. Spiral hoops are sleeved on the outside of the multiple sets of reinforcing steel bars. Positioning plates are horizontally arranged at the upper and lower ends of the spiral hoops. An inner circular groove is provided in the middle of the soil pile base, and a cylinder is provided on the inner side of the inner circular groove.
[0007] Furthermore, the spiral stirrups and multiple sets of reinforcing bars are arranged in a spiral surround pattern.
[0008] Furthermore, the spiral stirrups and the multiple sets of reinforcing bars form a wire fixing structure.
[0009] Furthermore, the lateral protrusions are arranged in a stacked manner, and the lateral protrusions are inclined outwards around their perimeter.
[0010] Furthermore, the surface of the slanted protrusion cap is coated with an epoxy asphalt anti-corrosion layer.
[0011] Furthermore, the inner groove and the cylinder are dimensionally interlocked.
[0012] Furthermore, the soil pile foundation adopts an overall structure of outer square and inner circle.
[0013] This utility model provides a high-bearing-capacity concrete pile with built-in reinforcing steel bars, which has the following beneficial effects:
[0014] 1. In this utility model, the entire concrete pile adopts an outer square and inner circle structure. The outer rectangular structure ensures the portability and stability of the soil pile during fixing and erection, and facilitates connection with other fixing components. The inner circular groove structure can better receive the transmitted pressure by utilizing the circular structure of its inner wall, avoid stress concentration, and increase the high bearing capacity of the concrete pile.
[0015] 2. In this utility model, the concrete pile uses reinforcing steel bars as the main structure. Several high-strength reinforcing steel bars with a diameter of 16-32mm are evenly distributed along the axis of the pile. The interior of the concrete pile is provided with continuous spiral steel bars surrounding the reinforcing steel bars, with a spacing of 100-300mm, which are used to restrain the concrete and enhance its shear resistance.
[0016] 3. The side-sloping protrusion cap designed on the outside of the soil pile foundation of this utility model has multiple inclined surfaces arranged to form multiple inclined layers. When it comes into contact with rainwater or other corrosive substances, it can pre-block them and guide them along the inclined surfaces, reducing the contact between the internal foundation and rainwater and other substances, greatly increasing the chance of corrosion, and avoiding the situation of surface peeling and flaking of the internal soil pile foundation.
[0017] The entire outer surface of the pile is coated with an epoxy asphalt or polymer mortar anti-corrosion layer, and the internal steel reinforcement cage is galvanized or wrapped with a rust inhibitor. Attached Figure Description
[0018] The disclosure of this utility model will become more readily understood with reference to the accompanying drawings. It will be readily understood by those skilled in the art that these drawings are merely illustrative of the technical solutions of this utility model and are not intended to limit the scope of protection of this utility model. In the drawings:
[0019] Figure 1 This is a schematic diagram of the external structure of a high-bearing-capacity concrete pile with built-in reinforcing steel bars according to the present invention.
[0020] Figure 2 This is a schematic diagram of the internal cross-sectional structure of a high-bearing-capacity concrete pile with built-in reinforcing steel bars according to this utility model.
[0021] Figure 3 This is a top view of the internal structure of a high-bearing-capacity concrete pile with built-in reinforcing steel bars according to this utility model.
[0022] In the diagram: 1. Soil pile foundation; 2. Spiral stirrups; 3. Reinforcing steel bars; 4. Inner circular groove; 5. Lateral inclined protrusion cap; 6. Cylinder; 7. Positioning plate. Detailed Implementation
[0023] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.
[0024] Please see Figure 1-3 This utility model provides a technical solution: a high-bearing-capacity concrete pile with built-in reinforcing steel bars, including a soil pile base 1 and a lateral protrusion cap 5. The lateral protrusion cap 5 is horizontally stacked on the outside of the soil pile base 1. The soil pile base 1 has reinforcing steel bars 3 built inside, and multiple sets of reinforcing steel bars 3 are arranged in a circular pattern. The upper and lower ends of the multiple sets of reinforcing steel bars 3 are horizontally positioned with positioning plates 7. The middle part of the soil pile base 1 is provided with an inner circular groove 4, and the inner side of the inner circular groove 4 is provided with a cylinder 6. The spiral stirrup 2 and the multiple sets of reinforcing steel bars 3 are arranged in a spiral pattern. The spiral stirrup 2 and the multiple sets of reinforcing steel bars 3 form a steel wire fixing structure. The lateral protrusion cap 5 is arranged in a stacked pattern, and the lateral protrusion cap 5 is inclined outward around its perimeter. The surface of the lateral protrusion cap 5 is sprayed with an epoxy asphalt anti-corrosion layer. The inner circular groove 4 and the cylinder 6 are interlocked in size. The soil pile base 1 adopts an outer square and inner circle structure.
[0025] The entire concrete pile adopts an outer square and inner circle structure. The outer rectangular structure ensures the portability and stability of the soil pile during fixing and erection, and facilitates connection with other fasteners. The internal circular groove structure can better receive the transmitted pressure by utilizing the circular structure of its inner wall, avoid stress concentration, and increase the high bearing capacity of the concrete pile.
[0026] The concrete pile uses reinforcing steel bars 3 as the main structure. Several high-strength reinforcing steel bars 3 with a diameter of 16-32mm are evenly distributed along the axis of the pile. The interior of the concrete pile is equipped with continuous spiral steel bars that surround the reinforcing steel bars 3 at a spacing of 100-300mm, which are used to restrain the concrete and enhance the shear resistance.
[0027] The inclined protruding caps 5 designed on the outside of the soil pile foundation 1 have multiple inclined surfaces arranged to form multiple inclined layers. When in contact with rainwater or other corrosive substances, they can pre-block them and guide them along the inclined surfaces, reducing the contact between the internal foundation and rainwater and other substances, greatly increasing the chance of corrosion, and preventing the surface of the internal soil pile foundation 1 from peeling off or crumbling.
[0028] The entire outer surface of the pile is coated with an epoxy asphalt or polymer mortar anti-corrosion layer, and the internal steel reinforcement cage is galvanized or wrapped with a rust inhibitor.
[0029] The above description is merely a specific embodiment of this utility model, but the protection scope of this utility model is not limited thereto. Any changes or substitutions that can be conceived by those skilled in the art within the technical scope disclosed in this utility model without creative effort should be included within the protection scope of this utility model. Therefore, the protection scope of this utility model should be determined by the protection scope defined in the claims.
Claims
1. A high bearing capacity concrete pile with embedded reinforcement, comprising a soil pile base body (1) and a side inclined convex cap (5), characterized in that: The soil pile base (1) is horizontally stacked with a lateral protrusion cap (5). The soil pile base (1) is internally reinforced with steel bars (3), and multiple sets of steel bars (3) are arranged in a circular pattern. Spiral hoops (2) are sleeved on the outside of the multiple sets of steel bars (3). Positioning plates (7) are horizontally arranged at the upper and lower ends of the spiral hoops (2). An inner circular groove (4) is provided in the middle of the soil pile base (1), and a cylinder (6) is provided on the inner side of the inner circular groove (4).
2. A high load bearing capacity concrete pile with built-in reinforcement as claimed in claim 1, wherein, The spiral stirrups (2) and the multiple sets of reinforcing bars (3) are arranged in a spiral pattern.
3. The high load capacity concrete pile with built-in reinforcement according to claim 1, characterized in that, The spiral stirrups (2) and the multiple sets of reinforcing bars (3) form a wire fixing structure.
4. A high-bearing-capacity concrete pile with built-in reinforcing steel bars according to claim 1, characterized in that, The lateral protrusions (5) are arranged in a stacked manner, and the lateral protrusions (5) are inclined outward around their perimeter.
5. A high-bearing-capacity concrete pile with built-in reinforcing steel bars according to claim 1, characterized in that, The surface of the lateral protrusion cap (5) is coated with an epoxy asphalt anti-corrosion layer.
6. A high-bearing-capacity concrete pile with built-in reinforcing steel bars according to claim 1, characterized in that, The inner groove (4) and the cylinder (6) are dimensionally interlocked.
7. A high-bearing-capacity concrete pile with built-in reinforcing steel bars according to claim 1, characterized in that, The soil pile foundation (1) adopts an outer square and inner circle structure.