Civil engineering composite pile
By designing structures such as ring grooves, ring blocks, fixing rods, conical pipes in civil engineering combined piles, and combining the method of injecting concrete and conical heads, the problem of insufficient connection effect and stability of existing combined piles is solved, and more efficient pile pipe connection and more stable foundation fixation is achieved.
Patent Information
- Application Number
- CN202420662877.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-02
- Publication Date
- 2025-03-11
- Estimated Expiration
- 2034-04-02
AI Technical Summary
After the existing civil engineering combination piles are inserted into the ground, the connection effect between the pile pipes is poor, and no reinforcement measures are designed, resulting in poor stability.
A combined pile including the first pile pipe and the second pile pipe is designed. By providing an ring groove and an ring block on the top of the first pile pipe, a combination of fixing rods and slots, the combined action of the conical pipe, fixing nails, arc plates and springs, a stable connection between the pile pipe is achieved, and stability is improved by injecting concrete and conical heads.
Through improved connection structure and reinforcement measures, the connection effect and stability of the combined piles are significantly improved, ensuring the firm fixation of the pile pipes in the soil.
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Figure CN222594807U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of engineering composite piles, and more specifically, to a civil engineering composite pile. Background Art
[0002] Composite piles in civil engineering are an important part of the operation of housing construction sites. According to the relative ratio of the side friction resistance and end resistance provided by the soil, engineering piles can be divided into four categories: friction piles, end-bearing piles, end-bearing friction piles and friction end-bearing piles. According to the size of the pile diameter, the piles can be divided into three categories: large-diameter piles, medium-diameter piles and small-diameter piles. According to the pile body material, the piles can be divided into concrete piles, wooden piles, steel piles and composite piles. According to the different pile-forming methods, they can be divided into three types: soil-squeezing piles (such as driven precast piles), partially soil-squeezing piles (such as pre-drilled and driven precast piles) and non-squeezing piles (such as bored and cast-in-place piles). According to the construction method, the piles can be divided into two categories: precast piles and cast-in-place piles.
[0003] Currently, most composite piles are designed in multiple sections in order to be transported and driven into the ground. However, after the pile pipes are inserted into the ground, the connection between the pile pipes is poor. At the same time, no reinforcement measures are designed between the pile pipes and the soil, resulting in poor stability. Utility Model Content
[0004] (1) Technical issues to be solved
[0005] In view of the deficiencies in the prior art, the purpose of the utility model is to provide a civil engineering composite pile, which has the characteristics of improving the pile-pipe connection effect and better stability.
[0006] (2) Technical solution
[0007] To achieve the above-mentioned purpose, the utility model provides a civil engineering composite pile, including a first pile pipe, a ring groove is provided on the top of the first pile pipe, a ring block is clamped in the ring groove, a second pile pipe is fixedly connected to the top of the ring block, four slots are provided in the ring groove, four fixing rods are inserted in the four slots, and the tops of the four fixing rods are fixedly connected to the bottom of the ring block, an annular through groove is provided in the first pile pipe, one end of the four slots is communicated with the top of the annular through groove, two groups of through holes are provided on the outside of the first pile pipe, fixing nails are inserted in the two groups of through holes, one end of the two groups of fixing nails are fixedly connected with arc plates, springs are sleeved on the outside of the two groups of fixing nails, one end of the two groups of springs are fixedly connected to the inner wall of the first pile pipe, and the other ends of the two groups of springs are respectively fixedly connected to one side of the two groups of arc plates, and a conical pipe is fixedly connected to the inside of the second pile pipe through a plurality of support rods.
[0008] When a civil engineering composite pile of the present technical solution is used, by setting the slot, the fixing rod and the annular groove, concrete can be injected into it after the connection is completed, so that it enters the annular groove and solidifies, thereby improving the connection effect between the first pile pipe and the second pile pipe. By the joint action of the tapered pipe, the fixing nail, the arc plate and the spring, the fixing nail can be pushed out of the first pile pipe and inserted into the soil, thereby improving the stability of the composite pile.
[0009] Furthermore, a conical head is fixedly connected to the bottom of the first pile pipe.
[0010] Furthermore, one end of each of the four fixing rods passes through the slot and is located in the annular through groove.
[0011] Furthermore, the top of the first pile pipe and the bottom of the second pile pipe are both designed with polished surfaces.
[0012] Furthermore, the outer side of the conical tube overlaps with the other side of the two groups of arc plates.
[0013] (3) Beneficial effects
[0014] In summary, the utility model has the following beneficial effects:
[0015] 1. Through the arrangement of the slot, the fixing rod and the annular groove, after the connection is completed, concrete can be injected into the annular groove to solidify, thereby improving the connection effect between the first pile pipe and the second pile pipe. Through the joint action of the tapered pipe, the fixing nail, the arc plate and the spring, the fixing nail can be pushed out of the first pile pipe and inserted into the soil, thereby improving the stability of the combined pile;
[0016] 2. The arrangement of the support rod and the tapered tube facilitates the injected concrete to flow into the first pile tube. After the concrete solidifies, the connection effect between the first pile tube and the second pile tube is further improved. The arrangement of the tapered head facilitates the first pile tube to be driven into the ground quickly. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] In order to more clearly illustrate the specific implementation of the utility model or the technical solution in the prior art, the drawings required for describing the specific implementation or the prior art will be briefly introduced below. Obviously, the drawings described below are only one implementation of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.
[0018] Figure 1 This is a schematic diagram of the front view structure of the utility model;
[0019] Figure 2 This is a schematic diagram of the front cross-sectional structure of the utility model;
[0020] Figure 3 for Figure 2 Schematic diagram of the enlarged structure of part A in the middle.
[0021] The markings in the accompanying drawings are:
[0022] 1. First pile pipe; 2. Conical head; 3. Annular groove; 4. Ring block; 5. Second pile pipe; 6. Slot; 7. Fixing rod; 8. Annular through groove; 9. Through hole; 10. Fixing nail; 11. Arc plate; 12. Spring; 13. Support rod; 14. Conical pipe. DETAILED DESCRIPTION
[0023] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the technical scheme in the specific implementation mode of the present invention is clearly and completely described below to further illustrate the present invention. Obviously, the specific implementation mode described is only a part of the implementation mode of the present invention, rather than all the styles.
[0024] Example:
[0025] The following is combined with Figure 1-3 The utility model is described in further detail.
[0026] See also Figure 1-3 The utility model provides a technical solution: a civil engineering composite pile, comprising a first pile pipe 1, a ring groove 3 is provided on the top of the first pile pipe 1, a ring block 4 is clamped in the ring groove 3, a second pile pipe 5 is fixedly connected to the top of the ring block 4, four slots 6 are provided in the ring groove 3, four fixing rods 7 are inserted in the four slots 6, the tops of the four fixing rods 7 are fixedly connected to the bottom of the ring block 4, an annular through groove 8 is provided in the first pile pipe 1, one end of the four slots 6 is communicated with the top of the annular through groove 8, through the arrangement of the slots 6, the fixing rods 7 and the annular through groove 8, after the connection is completed, concrete can be injected into the annular through groove 8 to solidify, thereby improving the connection effect between the first pile pipe 1 and the second pile pipe 5, two groups of through holes 9 are provided on the outside of the first pile pipe 1, and the two groups of through holes 9 are provided on the outside of the first pile pipe 1. A fixing nail 10 is inserted into each of the through holes 9, and one end of each of the two groups of fixing nails 10 is fixedly connected to an arc plate 11. A spring 12 is sleeved outside each of the two groups of fixing nails 10, and one end of each of the two groups of springs 12 is fixedly connected to the inner wall of the first pile pipe 1, and the other end of each of the two groups of springs 12 is fixedly connected to one side of each of the two groups of arc plates 11. Through the combined action of the tapered tube 14, the fixing nail 10, the arc plate 11 and the spring 12, the fixing nail 10 can be pushed out of the first pile pipe 1 and inserted into the soil, thereby improving the stability of the combined pile. A tapered tube 14 is fixedly connected to the second pile pipe 5 through a plurality of support rods 13. Through the arrangement of the support rods 13 and the tapered tube 14, the injected concrete can flow into the first pile pipe 1. After the concrete solidifies, the connection effect between the first pile pipe 1 and the second pile pipe 5 is further improved.
[0027] Specifically, the bottom of the first pile pipe 1 is fixedly connected with a conical head 2, one end of each of the four fixing rods 7 passes through the slot 6 and is located in the annular through groove 8, the top of the first pile pipe 1 and the bottom of the second pile pipe 5 are both ground, and the outer side of the conical pipe 14 overlaps with the other side of the two sets of arc plates 11.
[0028] By adopting the above technical solution and providing the conical head 2, it is convenient to quickly drive the first pile pipe 1 into the ground.
[0029] The working principle of the utility model is as follows: when in use, the first pile pipe 1 is driven into the ground, and then the second pile pipe 5 is inserted, the ring block 4 below the second pile pipe 5 is inserted into the annular groove 3, the fixing rod 7 is inserted into the slot 6, the tapered tube 14 squeezes the arc plate 11, the arc plate 11 squeezes the spring 12 to contract, and the arc plate 11 pushes the fixing nail 10 out of the through hole 9, so that the fixing nail 10 is inserted into the soil outside the first pile pipe 1, and then concrete is injected into the second pile pipe 5, and the concrete slides into the first pile pipe 1 under the action of gravity. With the injection of concrete, the concrete fills the first pile pipe 1 and the second pile pipe 5, and also fills the tapered tube 14 and the annular through groove 8. After it solidifies, the connection effect between the first pile pipe 1 and the second pile pipe 5 is improved.
[0030] This specific embodiment is merely an explanation of the present invention and is not a limitation of the present invention. After reading this specification, those skilled in the art may make non-creative modifications to the present embodiment as needed, but such modifications are protected by patent law as long as they are within the scope of the claims of the present invention.
Claims
1. A civil engineering composite pile, comprising a first pile tube (1), characterized in that: The first pile pipe (1) is provided with an annular groove (3) at the top, a ring block (4) is clamped in the annular groove (3), the top of the ring block (4) is fixedly connected to the second pile pipe (5), the annular groove (3) is provided with four slots (6), four fixing rods (7) are inserted in the four slots (6), the tops of the four fixing rods (7) are fixedly connected to the bottom of the ring block (4), the first pile pipe (1) is provided with an annular through groove (8), one end of the four slots (6) is connected to the top of the annular through groove (8), and the first pile pipe (1) is provided with an annular through groove (8). Two groups of through holes (9) are provided on the outside of the tube (1), and fixing nails (10) are inserted into the two groups of through holes (9). One end of the two groups of fixing nails (10) is fixedly connected to an arc plate (11). Springs (12) are sleeved outside the two groups of fixing nails (10), and one end of the two groups of springs (12) is fixedly connected to the inner wall of the first pile tube (1), and the other ends of the two groups of springs (12) are respectively fixedly connected to one side of the two groups of arc plates (11). A conical tube (14) is fixedly connected to the inside of the second pile tube (5) through a plurality of support rods (13).
2. A civil engineering composite pile according to claim 1, characterized in that: A conical head (2) is fixedly connected to the bottom of the first pile pipe (1).
3. A civil engineering composite pile according to claim 1, characterized in that: One end of each of the four fixing rods (7) passes through the slot (6) and is located in the annular through groove (8).
4. A civil engineering composite pile according to claim 1, characterized in that: The top of the first pile pipe (1) and the bottom of the second pile pipe (5) are both designed with polished surfaces.
5. The civil engineering composite pile according to claim 1, characterized in that: The outer side of the conical tube (14) overlaps with the other side of the two groups of arc plates (11).