Construction engineering pile

Abstract

The utility model relates to the technical field of constructional engineering piles, and discloses a constructional engineering pile which comprises a fixing and reinforcing column body, an engineering pile fixing bearing platform is fixedly installed on the portion, close to the top, of the front face of the fixing and reinforcing column body, and a fixed land supporting plate is fixedly installed on the portion, close to the top, of the front face of the fixing and reinforcing column body. A corrosion-resistant bottom plate is fixedly installed at the bottom of the fixed reinforcing column body, a first steel bar engineering pile is fixedly installed on the portion, close to the front face, of the top of the fixed reinforcing column body, a second steel bar engineering pile is fixedly installed on the portion, close to one side, of the top of the fixed reinforcing column body, and a first welding steel bar ring is fixedly installed on the front face of the first steel bar engineering pile. A winding steel bar lantern ring is fixedly installed on the front face of the second steel bar engineering pile, the fixing and reinforcing column body is placed and can be used as a core of a building body, so that the building is more durable, the stable fixing and reinforcing column body is not prone to shaking, the bearing capacity is improved, and the stability of a foundation of the fixing and reinforcing column body is enhanced.

Description

Technical Field

[0001] The utility model relates to the technical field of building engineering piles, and more specifically to a building engineering pile. Background Art

[0002] Engineering piles are the piles used in engineering projects, which are ultimately subjected to stress in buildings and structures. Engineering piles are piles used on the engineering entity and must withstand a certain load. Test piles are used for testing and design. If it is a relatively large project, a separate test pile must be made. If it is a less important project, it can also be done on the entity.

[0003] In the prior art, after some construction engineering piles have been used for a long time, the columns will be deformed by the influence of gravity, resulting in building collapse. At the same time, the efficiency of tying steel cages is low, which is not conducive to the long-term support of the building foundation and endangers people's lives. Some construction engineering piles have insufficient fixing and load-bearing structure at the bottom. Long-term influence of gravity may cause the columns to shift and tilt, or even break, resulting in unstable buildings and loss of balance of the foundation, which will cause great safety hazards. Utility Model Content

[0004] In order to overcome the above defects of the prior art, the utility model provides a construction engineering pile to solve the problems existing in the above background technology.

[0005] The utility model provides the following technical solutions: a construction engineering pile, comprising a fixed reinforcement column, a construction pile fixing pedestal is fixedly installed near the top of the front of the fixed reinforcement column, a fixed land support plate is fixedly installed near the top of the front of the fixed reinforcement column, a corrosion-resistant bottom plate is fixedly installed at the bottom of the fixed reinforcement column, a first steel bar engineering pile is fixedly installed near the front of the top of the fixed reinforcement column, a second steel bar engineering pile is fixedly installed near one side of the top of the fixed reinforcement column, a first welded steel bar ring is fixedly installed on the front of the first steel bar engineering pile, a wound steel bar ring is fixedly installed on the front of the second steel bar engineering pile, and a second welded steel bar ring is fixedly installed on the back of the second steel bar engineering pile;

[0006] Furthermore, the second reinforced concrete engineering pile is cross-connected with the first reinforced concrete engineering pile, and a fixed support threaded cable is symmetrically fixedly installed on the front axis near one side of the bottom of the fixed land support plate.

[0007] Furthermore, a fixed support stirrup is axially symmetrically installed near the top on the front side of the fixed pillar threaded cable, a fixed stirrup support is fixedly installed near the center on the front side of the fixed pillar threaded cable, a corrosion-resistant base plate is fixedly installed on the bottom of the fixed pillar threaded cable, an engineering pile fixing pedestal is fixedly installed on the top of the fixed pillar threaded cable, and the fixed pillar threaded cable is inclined at an angle of degrees.

[0008] Furthermore, an engineering pile supporting steel bar is fixedly installed near the center of the bottom of the corrosion-resistant base plate, and a fixed triangular limit block is axially symmetrically fixedly installed on one side of the front side of the fixed reinforcement column near the bottom, and the fixed triangular limit block is triangular in shape.

[0009] Furthermore, a second fixing bolt is fixedly installed near the center of the top of the fixed triangular limit block, and a column fixer is fixedly installed near the center of the bottom on the front side of the fixed reinforcement column. The column fixer is L-shaped, and a first fixing bolt is fixedly installed symmetrically near the front axis on the top of the column fixer.

[0010] Furthermore, the first welded steel bar ring, the second welded steel bar ring and the wrapped steel bar ring are cross-connected with the second steel bar engineering pile and the first steel bar engineering pile and extend upward.

[0011] Furthermore, the engineering pile supporting steel bars are concentrated inside the fixed reinforcement column and extend to the bottom.

[0012] Technical effects and advantages of the utility model:

[0013] 1. The utility model can be used as the core of the building body by placing fixed reinforcement columns, making the building more durable, making the stable fixed reinforcement columns less likely to shake, improving the load-bearing capacity, and enhancing the stability of the foundation of the fixed reinforcement columns. By placing fixed support threaded cables, it can be used to strengthen the fixation of equipment and ensure the normal use of the equipment according to its own performance.

[0014] 2. The utility model can be used to stably fix the triangular limit block through the placement of the second fixing bolt, so that the fixed triangular limit block is not easy to move, thereby improving the load-bearing capacity and enhancing the stability of the foundation. The first welded steel bar ring, the second welded steel bar ring and the wrapped steel bar ring are cross-connected with the second steel bar engineering pile and the first steel bar engineering pile and extended upward, which can be used to increase the balance of the engineering pile, prevent tilting, and strengthen the stability of the engineering pile foundation, which is beneficial to improving the safety of the equipment, reducing the potential safety hazards of the equipment, and at the same time the winding is tighter. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a schematic diagram of the overall structure of the utility model.

[0016] Figure 2 It is a schematic diagram of the structure of the steel bar winding ring of the utility model.

[0017] Figure 3 This is a schematic diagram of the fixed support threaded cable structure of the utility model.

[0018] Figure 4 It is a structural schematic diagram of a fixed triangular limit block of the utility model.

[0019] Figure 5 This is a schematic diagram of the first fixing bolt structure of the utility model.

[0020] The accompanying drawings are marked as follows: 1. fixed reinforcement column; 2. engineering pile fixing pedestal; 3. fixed soil support plate; 4. corrosion-resistant base plate; 101. first welded steel bar ring; 102. first steel bar engineering pile; 201. wrapped steel bar ring; 202. second steel bar engineering pile; 301. second welded steel bar ring; 302. fixed pillar threaded cable; 401. fixed stirrup support; 402. engineering pile supporting steel bar; 501. fixed supporting stirrup; 502. fixed triangular limit block; 601. column fixer; 602. first fixing bolt; 701. second fixing bolt. DETAILED DESCRIPTION

[0021] The technical solution of the utility model will be clearly and completely described below in conjunction with the drawings in the utility model. In addition, the forms of the various structures recorded in the following embodiments are merely illustrative. The construction engineering pile involved in the utility model is not limited to the various structures recorded in the following embodiments. All other implementations obtained by ordinary technicians in this field without making creative work belong to the scope of protection of the utility model.

[0022] Example 1: Reference Figure 1-3 The utility model provides a construction engineering pile, including a fixed reinforcement column 1, a construction pile fixing platform 2 is fixedly installed near the top of the front of the fixed reinforcement column 1, a fixed land support plate 3 is fixedly installed near the top of the front of the fixed reinforcement column 1, a corrosion-resistant bottom plate 4 is fixedly installed at the bottom of the fixed reinforcement column 1, a first steel bar engineering pile 102 is fixedly installed near the front of the top of the fixed reinforcement column 1, a second steel bar engineering pile 202 is fixedly installed near one side of the top of the fixed reinforcement column 1, a first welded steel bar ring 101 is fixedly installed on the front of the first steel bar engineering pile 102, a wrapped steel bar ring 201 is fixedly installed on the front of the second steel bar engineering pile 202, and a second welded steel bar ring 301 is fixedly installed on the back of the second steel bar engineering pile 202. By placing the fixed reinforcement column 1, it can be used as the core of the building body, making the building more durable, making the stable fixed reinforcement column 1 not easy to shake, improving the bearing capacity, and enhancing the stability of the foundation of the fixed reinforcement column 1.

[0023] In a preferred embodiment, the second reinforced engineering pile 202 is cross-connected with the first reinforced engineering pile 102, and a fixed pillar threaded rope 302 is symmetrically fixedly installed on the front axis near one side of the bottom of the fixed land support plate 3. Therefore, by placing the fixed pillar threaded rope 302, it can be used to strengthen the fixation of the equipment and ensure the normal use of the equipment according to its own performance.

[0024] In a preferred embodiment, a fixed support hoop 501 is axially symmetrically fixedly installed near the top on the front side of the fixed pillar threaded cable 302, a fixed hoop supporter 401 is fixedly installed near the center on the front side of the fixed pillar threaded cable 302, a corrosion-resistant base plate 4 is fixedly installed on the bottom of the fixed pillar threaded cable 302, and an engineering pile fixed base 2 is fixedly installed on the top of the fixed pillar threaded cable 302. The fixed pillar threaded cable 302 is inclined at an angle of 45 degrees. Therefore, by placing the fixed pillar threaded cable 302 at an angle of 45 degrees, it can be used to achieve the stability of the triangle, and the strength of the fixed reinforcement column 1 can be greatly increased to prevent the fixed reinforcement column 1 from deformation, increase the stability of the fixed reinforcement column 1, and prevent displacement. By placing the fixed hoop supporter 401, it can be used to increase the shear strength of the inclined section, so that the fixed hoop supporter 401 forms a stable structure.

[0025] In a preferred embodiment, an engineering pile support steel bar 402 is fixedly installed near the center of the bottom of the corrosion-resistant base plate 4, and a fixed triangular limit block 502 is axially symmetrically fixedly installed on one side of the front side of the fixed reinforcement column 1 near the bottom. The fixed triangular limit block 502 is triangular in shape. Therefore, by placing the fixed triangular limit block 502 in a triangular shape, the stability of the triangle can be used to greatly increase the strength of the fixed reinforcement column 1, prevent the fixed reinforcement column 1 from deformation, increase the stability of the fixed reinforcement column 1, and prevent shaking.

[0026] Working principle of the present utility model: when using the equipment, by placing the fixed reinforcement column 1, it can be used as the core of the building body, making the building more durable, making the stable fixed reinforcement column 1 not easy to shake, improving the load-bearing capacity, and enhancing the stability of the foundation of the fixed reinforcement column 1; by placing the fixed pillar threaded rope 302, it can be used to strengthen the fixation of the equipment, and ensure the normal use of the equipment according to its own performance; by placing the fixed pillar threaded rope 302 at an angle of 45 degrees, it can be used to greatly increase the strength of the fixed reinforcement column 1 through the stability of the triangle, prevent the fixed reinforcement column 1 from deformation, increase the stability of the fixed reinforcement column 1, and prevent displacement; by placing the fixed hoop support 401, it can be used to increase the shear strength of the oblique section, so that the fixed hoop support 401 forms a stable structure; by placing the fixed triangular limit block 502 in a triangular shape, it can be used through the stability of the triangle, The strength of the fixed reinforcement column 1 is greatly increased, the deformation of the fixed reinforcement column 1 is prevented, the stability of the fixed reinforcement column 1 is increased, and shaking is prevented. Through the placement of the second fixing bolt 701, it can be used to stabilize the fixed triangular limit block 502, so that the fixed triangular limit block 502 is not easy to move, the load-bearing capacity is improved, and the stability of the foundation is enhanced. The first welded steel bar ring 101, the second welded steel bar ring 301 and the wrapped steel bar ring 201 are cross-connected with the second steel bar engineering pile 202 and the first steel bar engineering pile 102 and extended upward, which can be used to increase the balance of the engineering pile, prevent tilting, and strengthen the stability of the engineering pile foundation, which is beneficial to improve the safety of the equipment and reduce the safety hazards of the equipment. At the same time, the winding is tighter, and the engineering pile support steel bars 402 are concentrated on the inside of the fixed reinforcement column 1. The placement of the extended bottom can be used to have extensive contact with the ground, improve the firmness of the engineering pile foundation, and facilitate the use of the equipment.

[0027] Embodiment 2:

[0028] Reference Figure 4-5 In a preferred embodiment, a second fixing bolt 701 is fixedly installed near the center of the top of the fixed triangular limit block 502, and a column fixer 601 is fixedly installed near the center of the bottom of the front side of the fixed reinforcement column 1. The column fixer 601 is L-shaped, and a first fixing bolt 602 is fixedly installed axially symmetrically near the front side of the top of the column fixer 601. Therefore, by placing the second fixing bolt 701, the triangular limit block 502 can be stably fixed, so that the fixed triangular limit block 502 is not easy to move, the load-bearing capacity is improved, and the stability of the foundation is enhanced.

[0029] In a preferred embodiment, the first welded steel bar ring 101, the second welded steel bar ring 301 and the wrapped steel bar ring 201 are cross-connected with the second steel bar engineering pile 202 and the first steel bar engineering pile 102 and extend upward. Therefore, the first welded steel bar ring 101, the second welded steel bar ring 301 and the wrapped steel bar ring 201 are cross-connected with the second steel bar engineering pile 202 and the first steel bar engineering pile 102 and extend upward. It can be used to increase the balance of the engineering pile, prevent tilting, strengthen the stability of the engineering pile foundation, which is beneficial to improve the safety of the equipment, reduce the safety hazards of the equipment, and at the same time, the winding is tighter.

[0030] In a preferred embodiment, the engineering pile supporting steel bars 402 are concentrated inside the fixed reinforcement column 1 and extend to the bottom. Therefore, by concentrating the engineering pile supporting steel bars 402 inside the fixed reinforcement column 1 and placing them at the extended bottom, they can be used to have extensive contact with the ground, thereby improving the firmness of the engineering pile foundation and facilitating the use of the equipment.

Claims

1. A construction engineering pile, comprising a fixed reinforcement column (1), characterized in that: A construction pile fixing pedestal (2) is fixedly installed near the top of the front side of the fixed reinforcement column (1), a fixed soil support plate (3) is fixedly installed near the top of the front side of the fixed reinforcement column (1), a corrosion-resistant bottom plate (4) is fixedly installed at the bottom of the fixed reinforcement column (1), a first steel bar construction pile (102) is fixedly installed near the front side of the top of the fixed reinforcement column (1), a second steel bar construction pile (202) is fixedly installed near one side of the top of the fixed reinforcement column (1), a first welded steel bar ring (101) is fixedly installed at the front side of the first steel bar construction pile (102), a wrapped steel bar ring (201) is fixedly installed at the front side of the second steel bar construction pile (202), and a second welded steel bar ring (301) is fixedly installed at the back side of the second steel bar construction pile (202).

2. A construction engineering pile according to claim 1, characterized in that: The second steel engineering pile (202) and the first steel engineering pile (102) are cross-connected, and a fixed support threaded cable (302) is symmetrically fixedly installed on the front axis near one side of the bottom of the fixed soil support plate (3).

3. A construction engineering pile according to claim 2, characterized in that: A fixed support stirrup (501) is axially symmetrically fixedly installed near the top of the front side of the fixed support threaded cable (302), a fixed stirrup supporter (401) is fixedly installed near the center of the front side of the fixed support threaded cable (302), a corrosion-resistant bottom plate (4) is fixedly installed at the bottom of the fixed support threaded cable (302), an engineering pile fixed cap (2) is fixedly installed at the top of the fixed support threaded cable (302), and the fixed support threaded cable (302) is inclined at an angle of 45 degrees.

4. A construction engineering pile according to claim 1, characterized in that: An engineering pile support steel bar (402) is fixedly installed near the center of the bottom of the corrosion-resistant bottom plate (4), and a fixed triangular limit block (502) is fixedly installed axially symmetrically on one side of the front side of the fixed reinforcement column (1) near the bottom, and the fixed triangular limit block (502) is triangular in shape.

5. A construction engineering pile according to claim 4, characterized in that: A second fixing bolt (701) is fixedly installed near the center of the top of the fixed triangular limit block (502), and a column fixer (601) is fixedly installed near the center of the bottom of the front of the fixed reinforcement column (1). The column fixer (601) is L-shaped, and a first fixing bolt (602) is fixedly installed near the front axis of the top of the column fixer (601).

6. A construction engineering pile according to claim 1, characterized in that: The first welded steel bar ring (101), the second welded steel bar ring (301) and the wrapped steel bar ring (201) are cross-connected with the second steel bar engineering pile (202) and the first steel bar engineering pile (102) and extend upward.

7. A construction engineering pile according to claim 4, characterized in that: The engineering pile supporting steel bars (402) are concentrated inside the fixed reinforcement column (1) and extend to the bottom.

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