Foundation anti-corrosion structure

Abstract

The utility model provides a foundation anti-corrosion structure which comprises a placing frame and an anti-corrosion mechanism, the anti-corrosion mechanism is composed of a limiting ring and an anti-corrosion sleeve, a first supporting steel plate and a second supporting steel plate are arranged in the limiting ring, a first steel column is arranged between the first supporting steel plate and the second supporting steel plate, and a second steel column is arranged between the first supporting steel plate and the second supporting steel plate. A second concrete layer is poured between the first supporting steel plate and the second supporting steel plate, and a third supporting steel plate and a fourth supporting steel plate are arranged in the anti-corrosion mechanism. According to the anti-corrosion device for the bamboo foundation, the limiting ring and the anti-corrosion sleeve are used in cooperation, so that the anti-corrosion effect on the bamboo foundation is conveniently achieved, and during operation, a worker firstly drills a hole in the foundation through a drilling tool, then places the placing frame to the foundation and then inserts the anti-corrosion sleeve into the drill hole; and finally, the bamboo wood is inserted into the anti-corrosion sleeve, the bamboo wood makes contact with soil through protection of the anti-corrosion mechanism, and therefore the anti-corrosion effect is achieved.

Description

Technical Field

[0001] The utility model relates to the technical field of foundation anti-corrosion structures, in particular to a foundation anti-corrosion structure. Background Art

[0002] In the construction of highways and railways, the routes often pass through soft soil sections such as paddy fields and river ditches. The bearing capacity of the shallow soft soil layer in these sections often cannot meet the design requirements of the structure. Reasonable and economical methods must be used to reinforce the soft soil foundation. Soft soil is mainly silt and silty soil, which has the characteristics of low bearing capacity, high compressibility, high water content and low permeability coefficient. If it is not treated, it is difficult to use. The general methods for treating soft soil foundations include replacement method, sand (gravel) pile compaction method, heavy hammer tamping method, dynamic tamping method, rotary spraying method, etc. The replacement method has the disadvantage of high cost. The sand (gravel) pile compaction method requires the use of special steel pipes and equipment for pressing and pulling pipes, and the construction method is relatively complicated. For methods such as heavy hammer tamping method, dynamic tamping method, and rotary spraying method, large-scale special machinery and equipment are required for construction. However, small bridges and culverts in road network projects have small engineering quantities and require frequent transportation of machinery and equipment. Large-scale construction cannot be carried out, the cost is too high, and it is difficult to achieve the expected benefits. Traditional soft soil foundation treatment also uses pine piles made of pine wood. Pine piles are light and high-strength. Silt and silty soil have little horizontal resistance. The upper end of the pile is prone to overall horizontal displacement, which can tear ground facilities. Therefore, pine piles should not be used in areas where the groundwater level changes greatly. Bamboo is an important green resource with the advantages of light weight, high strength, good seismic performance, and short growth cycle. It is increasingly widely used in the construction industry, and raw bamboo is the most important bamboo species used in construction in my country. In modern bamboo structures, raw bamboo is used as load-bearing structural components such as columns and beams. Therefore, it is suitable for the soft soil foundation treatment of retaining walls with narrow channels.

[0003] The existing technology has the following problems:

[0004] After extensive searching, it was found that the Chinese patent publication number: CN212294605U discloses a raw bamboo grouting reinforcement soft soil foundation structure, which is characterized by comprising a soft soil foundation, raw bamboo, reinforcement material, pile tip, filling material, anticorrosive material and a cushion layer, the pile tip is installed at the bottom end of the raw bamboo to block the bottom end of the raw bamboo, 1 to 5 circles of reinforcement material are wrapped and reinforced on the upper end of the raw bamboo, the anticorrosive material is brushed and impregnated on the inner and outer surfaces of the raw bamboo, the raw bamboo is vertically installed to the inside of the soft soil foundation at discrete intervals, the filling material fills the cavity of the raw bamboo, and one or more of 100 to 400 mm thick stone, gravel, pebbles or sand is laid on the top of the grouting raw bamboo as a cushion layer. The patent is convenient to obtain materials, the materials are green and renewable, sustainable development, the construction method is simple and fast, the cost is low, and the raw bamboo grouting pile composite foundation comprehensively utilizes the role of the pile body, the role of the cushion layer and the compaction role.

[0005] However, the above patent still has certain shortcomings in actual use. The most obvious one is that in the process of driving the raw bamboo into the soft soil foundation, the wear resistance of the pile tip needs to be improved. In the process of driving the raw bamboo, the pile tip is easily damaged, which leads to the problem of damage caused by direct friction between the raw bamboo and the soft soil foundation. Secondly, the ability to resist acid and alkali erosion needs to be improved.

[0006] Therefore, it is necessary to provide a foundation anti-corrosion structure to solve the above technical problems. Utility Model Content

[0007] The utility model provides a foundation anti-corrosion structure and solves the problems in the background technology.

[0008] In order to solve the above-mentioned technical problems, the utility model provides a foundation anti-corrosion structure, including a placement frame and an anti-corrosion mechanism, the anti-corrosion mechanism is composed of a limiting ring and an anti-corrosion sleeve, a first supporting steel plate and a second supporting steel plate are arranged inside the limiting ring, a first steel column is arranged between the first supporting steel plate and the second supporting steel plate, a second concrete layer is cast between the first supporting steel plate and the second supporting steel plate, a third supporting steel plate and a fourth supporting steel plate are arranged inside the anti-corrosion mechanism, a second steel column is arranged between the third supporting steel plate and the fourth supporting steel plate, and a first concrete layer is cast between the third supporting steel plate and the fourth supporting steel plate.

[0009] Preferably, an exhaust hole is formed through the outer surface of the placement frame, and a plurality of exhaust holes are formed, and the plurality of exhaust holes are formed at equal distances on the outer surface of the placement frame.

[0010] Preferably, a steel fork is vertically installed at the bottom end of the fourth supporting steel plate, and two steel forks are provided, and the two steel forks are symmetrically installed on the bottom end surface of the fourth supporting steel plate.

[0011] Preferably, a through hole is formed through the bottom surface of the placement frame, and the inner diameter of the through hole is equal to the outer diameter of the anti-corrosion sleeve.

[0012] Preferably, a clearance hole is formed through the top surface of the limiting ring, and the clearance hole is connected to the anti-corrosion mechanism.

[0013] Preferably, a plurality of the second steel columns are provided, and the plurality of second steel columns are equidistantly and circumferentially installed between the third supporting steel plate and the fourth supporting steel plate, and the plurality of the second steel columns are connected by steel wire hoops.

[0014] Compared with the related art, the foundation anti-corrosion structure provided by the utility model has the following beneficial effects:

[0015] 1. Compared with the prior art, the foundation anti-corrosion structure, by setting the limit ring and the anti-corrosion sleeve for use in conjunction, is convenient for playing an anti-corrosion role for the bamboo foundation, so that during operation, the staff first drills a hole in the foundation with a drill, and then the staff places the placement frame on the foundation, and then the staff inserts the anti-corrosion sleeve into the drill hole, and finally inserts the bamboo into the anti-corrosion sleeve. Through the protection of the anti-corrosion mechanism, the bamboo is in contact with the soil, thereby playing an anti-corrosion role. At the same time, the anti-corrosion sleeve is composed of a third supporting steel plate, a fourth supporting dry plate, a second steel column and concrete, which greatly improves its anti-corrosion and compression resistance and increases its service life. By setting a steel fork, after the anti-corrosion sleeve is inserted into the soil, the steel fork is inserted into the interior, which is convenient for improving the stability of the anti-corrosion sleeve inside the soil.

[0016] The parts not involved in this setting are the same as the existing technology or can be implemented by using the existing technology. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 A schematic diagram of the structure of the foundation anti-corrosion structure provided by the utility model;

[0018] Figure 2 A schematic diagram of the limiting ring structure of the foundation anti-corrosion structure provided by the utility model;

[0019] Figure 3 A schematic diagram of the steel wire hoop structure of the foundation anti-corrosion structure provided by the utility model;

[0020] Figure 4 A schematic diagram of the anti-corrosion sleeve structure of the foundation anti-corrosion structure provided by the utility model;

[0021] Figure 5 This is a schematic diagram of the placement frame structure of the foundation anti-corrosion structure provided by the utility model.

[0022] Numbers in the figure:

[0023] 1. Placement frame; 2. Anti-corrosion mechanism; 3. Make way hole; 4. Limiting ring; 5. Anti-corrosion sleeve; 6. Steel fork; 7. Through hole; 8. First supporting steel plate; 9. Third supporting steel plate; 10. First steel column; 11. Second supporting steel plate; 12. Wire hoop; 13. Second steel column; 14. Fourth supporting steel plate; 15. First concrete layer; 16. Second concrete layer; 17. Exhaust hole. DETAILED DESCRIPTION

[0024] The utility model is further described below in conjunction with the accompanying drawings and implementation modes.

[0025] First embodiment

[0026] Please refer to Figure 1-5The foundation anti-corrosion structure includes a placement frame 1 and an anti-corrosion mechanism 2, wherein the anti-corrosion mechanism 2 is composed of a limiting ring 4 and an anti-corrosion sleeve 5, wherein a first supporting steel plate 8 and a second supporting steel plate 11 are arranged inside the limiting ring 4, a first steel column 10 is arranged between the first supporting steel plate 8 and the second supporting steel plate 11, a second concrete layer 16 is cast between the first supporting steel plate 8 and the second supporting steel plate 11, a third supporting steel plate 9 and a fourth supporting steel plate 14 are arranged inside the anti-corrosion mechanism 2, a second steel column 13 is arranged between the third supporting steel plate 9 and the fourth supporting steel plate 14, and a first concrete layer 15 is cast between the third supporting steel plate 9 and the fourth supporting steel plate 14.

[0027] By setting the limit ring 4 and the anti-corrosion sleeve 5 in cooperation, it is convenient to play an anti-corrosion role for the bamboo foundation, so that during operation, the staff first drills a hole in the foundation with a drill, and then the staff places the placement frame 1 on the foundation, and then the staff inserts the anti-corrosion sleeve 5 into the drill hole, and finally inserts the bamboo into the anti-corrosion sleeve 5. Through the protection of the anti-corrosion mechanism 2, the bamboo is in contact with the soil, thereby playing an anti-corrosion role. At the same time, the anti-corrosion sleeve 5 is composed of a third supporting steel plate 9, a fourth supporting dry plate, a second steel column 13 and concrete, which greatly improves its anti-corrosion and compression resistance and increases its service life.

[0028] The working principle of the foundation anti-corrosion structure provided by the utility model is as follows:

[0029] The foundation anti-corrosion structure, during operation, the staff first drills a hole in the foundation with a drilling tool, and then the staff places the placement frame 1 on the foundation, and then the staff inserts the anti-corrosion sleeve 5 into the drill hole, and finally inserts the bamboo into the anti-corrosion sleeve 5. Through the protection of the anti-corrosion mechanism 2, the bamboo is in contact with the soil, thereby playing an anti-corrosion role. At the same time, the anti-corrosion sleeve 5 is composed of a third supporting steel plate 9, a fourth supporting dry plate, a second steel column 13 and concrete, which greatly improves its anti-corrosion and compression resistance, and increases its service life. By setting the steel fork 6, after the anti-corrosion sleeve 5 is inserted into the soil, the steel fork 6 is inserted into the interior, which is convenient for improving the stability of the anti-corrosion sleeve 5 inside the soil.

[0030] Compared with the related art, the foundation anti-corrosion structure provided by the utility model has the following beneficial effects:

[0031] The foundation anti-corrosion structure, by setting the limit ring 4 and the anti-corrosion sleeve 5 for use in conjunction, is convenient for playing an anti-corrosion role for the bamboo foundation, so that during operation, the staff first drills a hole in the foundation with a drill, and then the staff places the placement frame 1 on the foundation, and then the staff inserts the anti-corrosion sleeve 5 into the drill hole, and finally inserts the bamboo into the anti-corrosion sleeve 5. Through the protection of the anti-corrosion mechanism 2, the bamboo is in contact with the soil, thereby playing an anti-corrosion role. At the same time, the anti-corrosion sleeve 5 is composed of a third supporting steel plate 9, a fourth supporting dry plate, a second steel column 13 and concrete, which greatly improves its anti-corrosion and compression resistance and increases its service life. By setting a steel fork 6, after the anti-corrosion sleeve 5 is inserted into the soil, the steel fork 6 is inserted into the interior, which is convenient for improving the stability of the anti-corrosion sleeve 5 inside the soil.

[0032] Second embodiment

[0033] Please refer to Figure 1-5 Based on the foundation anti-corrosion structure provided by the first embodiment of the present application, the second embodiment of the present application proposes another foundation anti-corrosion structure. The second embodiment is only a preferred embodiment of the first embodiment, and the implementation of the second embodiment will not affect the independent implementation of the first embodiment.

[0034] Specifically, the difference of the foundation anti-corrosion structure provided in the second embodiment of the present application is that an exhaust hole 17 is opened through the outer surface of the placement frame 1, and there are multiple exhaust holes 17, and multiple exhaust holes 17 are opened at equal distances on the outer surface of the placement frame 1. By setting the placement frame 1, it is convenient to limit the anti-corrosion sleeve 5 to avoid its displacement, and by setting the exhaust holes 17, it is convenient to improve the gas circulation inside it.

[0035] Preferably, a steel fork 6 is vertically installed at the bottom end of the fourth supporting steel plate 14, and two steel forks 6 are provided, and the two steel forks 6 are symmetrically installed on the bottom end surface of the fourth supporting steel plate 14. By providing the steel fork 6, the stability of the anti-corrosion sleeve 5 inside the soil is easily improved.

[0036] Preferably, a through hole 7 is formed through the bottom surface of the placement frame 1, and the inner diameter of the through hole 7 is equal to the outer diameter of the anti-corrosion sleeve 5. By providing the through hole 7, it is easy to make way for the anti-corrosion sleeve 5.

[0037] Preferably, a clearance hole 3 is formed through the top surface of the limiting ring 4, and the clearance hole 3 is connected to the anti-corrosion mechanism 2. By providing the clearance hole 3, it is convenient to make room for the bamboo material.

[0038] Preferably, a plurality of second steel columns 13 are provided, and the plurality of second steel columns 13 are equidistantly installed around the third supporting steel plate 9 and the fourth supporting steel plate 14. The plurality of second steel columns 13 are connected by wire hoops 12. By providing a plurality of second steel columns 13, it is convenient to improve the stability inside the anti-corrosion sleeve 5. By providing the wire hoops 12, it is convenient to connect the plurality of second steel columns 13 and improve their integrity.

[0039] It should be noted that all kinds of components used in this application document are standard parts and can be purchased on the market. The specific connection methods of each part adopt conventional means such as mature bolts, rivets and welding in the existing technology. Machinery, parts and electrical equipment all adopt conventional models in the existing technology. Circuit connections adopt conventional connection methods in the existing technology. Electrical equipment are connected to an external safe power supply, and no specific description is given here.

[0040] The above description is only an embodiment of the present invention, and does not limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made by using the contents of the specification and drawings of the present invention, or directly or indirectly applied in other related technical fields, are also included in the patent protection scope of the present invention.

Claims

1. A foundation anti-corrosion structure, comprising a placement frame (1) and an anti-corrosion mechanism (2), characterized in that: The anti-corrosion mechanism (2) is composed of a limiting ring (4) and an anti-corrosion sleeve (5); a first supporting steel plate (8) and a second supporting steel plate (11) are arranged inside the limiting ring (4); a first steel column (10) is arranged between the first supporting steel plate (8) and the second supporting steel plate (11); a second concrete layer (16) is cast between the first supporting steel plate (8) and the second supporting steel plate (11); a third supporting steel plate (9) and a fourth supporting steel plate (14) are arranged inside the anti-corrosion mechanism (2); a second steel column (13) is arranged between the third supporting steel plate (9) and the fourth supporting steel plate (14); and a first concrete layer (15) is cast between the third supporting steel plate (9) and the fourth supporting steel plate (14).

2. The foundation anti-corrosion structure according to claim 1, characterized in that: An exhaust hole (17) is provided through the outer surface of the placement frame (1), and a plurality of exhaust holes (17) are provided, and the plurality of exhaust holes (17) are provided at equal distances on the outer surface of the placement frame (1).

3. The foundation anti-corrosion structure according to claim 1, characterized in that: A steel fork (6) is vertically installed at the bottom end of the fourth supporting steel plate (14), and two steel forks (6) are provided, and the two steel forks (6) are symmetrically installed on the bottom end surface of the fourth supporting steel plate (14).

4. The foundation anti-corrosion structure according to claim 1, characterized in that: A through hole (7) is formed through the bottom surface of the placement frame (1), and the inner diameter of the through hole (7) is equal to the outer diameter of the anti-corrosion sleeve (5).

5. The foundation anti-corrosion structure according to claim 1, characterized in that: A clearance hole (3) is formed through the top surface of the limiting ring (4), and the clearance hole (3) is connected to the anti-corrosion mechanism (2).

6. The foundation anti-corrosion structure according to claim 1, characterized in that: A plurality of the second steel columns (13) are provided, and the plurality of second steel columns (13) are equidistantly mounted around and between the third supporting steel plate (9) and the fourth supporting steel plate (14), and the plurality of the second steel columns (13) are connected by steel wire hoops (12).

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