Engineering building pile
By designing building piles with adjustable length and diameter, combined with reinforcement mechanism to enhance stability, the problems of fixed length and width and instability of existing building piles are solved, achieving higher flexibility and stability in use.
Patent Information
- Application Number
- CN202420877365.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-25
- Publication Date
- 2025-02-11
- Estimated Expiration
- 2034-04-25
AI Technical Summary
The length and width of existing construction piles are fixed and cannot be adjusted. Due to the unsmooth holes, there are gaps between the piles and the soil, which makes the piles difficult to remain stable and shaking easily.
A building pile including a first pile ring and a second pile ring is designed, and an adjustment mechanism and a reinforcement mechanism are provided between the two. The adjustment mechanism realizes diameter adjustment through telescopic grooves and connecting rings, and the insertion rods and sockets achieve length adjustment; the reinforcement mechanism enhances the stability of the pile through steel rod grooves and pointed rods, combining plug grooves and reinforced steel rods.
The length and diameter of building piles are adjustable, which enhances the stability of piles, avoids shaking, and can be transported in batches before use, making it more convenient to carry.
Smart Images

Figure CN222456055U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of engineering construction, in particular to an engineering construction pile. Background Art
[0002] Engineering construction piles are piles used in engineering projects and ultimately bear the force in buildings and structures. Engineering piles can be divided into two categories according to the construction method: precast piles and cast-in-place piles. Cast-in-place piles are made by directly drilling holes at the designed pile positions. Their cross-section is circular. After the holes are formed, steel cages are placed in the holes and concrete is poured in.
[0003] The current engineering construction piles still have the following defects:
[0004] 1. The length and width of existing construction piles are fixed, and the length and width cannot be adjusted according to actual construction conditions.
[0005] 2. Since the inside of the pre-dug holes is not smooth and flat, there is a gap between the construction piles and the soil, making it difficult to completely fix the construction piles, making it difficult for the construction piles to remain stable and prone to shaking.
[0006] Therefore, an engineering construction pile is provided for improvement. Utility Model Content
[0007] In order to make up for the above deficiencies, the utility model provides an engineering construction pile, aiming to improve the problem that the construction piles in the comparative documents cannot be adjusted and are difficult to maintain stability.
[0008] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme: an engineering construction pile, comprising a first pile ring, a second pile ring is arranged on one side of the first pile ring, an adjustment mechanism is arranged between the first pile ring and the second pile ring, and a reinforcement mechanism is arranged through the tops of the first pile ring and the second pile ring;
[0009] The adjustment mechanism includes a telescopic groove and a connecting ring, the interior of the telescopic groove is sleeved with a connecting ring, a sliding block is provided at the connection between the connecting ring and the telescopic groove, a plurality of plug rods are fixedly provided at the bottom of the first pile ring and the second pile ring, a locking bead is provided on one side of the plug rod, and a plurality of plug holes are penetrated through the top of the first pile ring and the second pile ring.
[0010] As a further description of the above technical solution:
[0011] The reinforcement mechanism includes a steel rod groove and a pointed rod, wherein a pointed rod is arranged inside the steel rod groove, protrusions are fixedly arranged at both ends of the pointed rod, a connecting spring is fixedly arranged on one side of the protrusion, a plug-in groove is penetrated on the other side of the steel rod groove, and a reinforcing steel rod is sleeved inside the steel rod groove.
[0012] As a further description of the above technical solution:
[0013] The plug-in slots penetrate the outside of the first pile ring and the second pile ring respectively, one end of the pointed rod is arc-shaped, the pointed rod is movably connected to the reinforcing steel rod, the other end of the pointed rod is sleeved inside the plug-in slot, and the pointed rod is movably connected to the plug-in slot.
[0014] As a further description of the above technical solution:
[0015] The plug hole is plugged into the plug rod, the diameter of the plug hole is smaller than the steel rod groove, and a matching lock hole is provided at the connection between the lock ball and the plug hole.
[0016] As a further description of the above technical solution:
[0017] The connecting spring is fixedly connected to the inner wall of the steel rod groove, and the cross section of the protrusion is an arc structure.
[0018] As a further description of the above technical solution:
[0019] The two ends of the connecting ring are movably connected to the telescopic groove through sliding blocks respectively, and the connecting ring is a semicircular structure.
[0020] The utility model has the following beneficial effects:
[0021] 1. In the utility model, the connecting ring slides in the telescopic groove, so that the diameters of the first pile ring and the second pile ring can be expanded. At the same time, the first pile ring and the second pile ring can be spliced according to the length required for construction by directly plugging the plug rod into the plug hole. The construction pile not only achieves the purpose of adjusting the length and diameter, but also can be transported in batches before use, which is more convenient to carry and more practical.
[0022] 2. In the utility model, the reinforcing steel rod is plugged into the steel rod groove. With the cooperation of the plugging rod, the reinforcing steel rod is plugged into the ground at the same time, so that the first pile ring and the second pile ring can be more stably fixed in the ground. Then the reinforcing steel rod is plugged into the steel rod groove. When plugging, the pointed rod will be driven to squeeze the connecting spring. After the connecting spring is compressed, the other end of the pointed rod will pass through the plugging groove and the side wall of the pit for plugging, so that the construction engineering pile can be made more stable and less prone to shaking. BRIEF DESCRIPTION OF THE DRAWINGS
[0023] Figure 1 This is a schematic diagram of the overall structure of an engineering construction pile proposed by the utility model;
[0024] Figure 2 A schematic diagram of the overall structural morphology change of an engineering construction pile proposed by the utility model;
[0025] Figure 3 A schematic diagram of the connection between a first pile ring and a second pile ring of an engineering construction pile proposed by the utility model;
[0026] Figure 4 A top view showing the connection between a first pile ring and a second pile ring of an engineering construction pile proposed by the utility model;
[0027] Figure 5 This is a top view of a cross-sectional view of a second pile ring of an engineering construction pile proposed by the utility model;
[0028] Figure 6 This is a cross-sectional view of the connection between a first pile ring and a second pile ring of an engineering construction pile proposed by the utility model.
[0029] Legend:
[0030] 1. First pile ring; 2. Second pile ring; 3. Telescopic slot; 4. Connecting ring; 5. Sliding block; 6. Inserting rod; 7. Locking bead; 8. Inserting hole; 9. Steel rod slot; 10. Pointed rod; 11. Bump; 12. Connecting spring; 13. Inserting slot; 14. Reinforcement steel rod. DETAILED DESCRIPTION
[0031] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0032] Reference Figure 1-6 The utility model provides an embodiment: an engineering construction pile, comprising a first pile ring 1, a second pile ring 2 is arranged on one side of the first pile ring 1, an adjustment mechanism is arranged between the first pile ring 1 and the second pile ring 2, and the tops of the first pile ring 1 and the second pile ring 2 are penetrated with a reinforcement mechanism; the adjustment mechanism comprises a telescopic groove 3 and a connecting ring 4, the interior of the telescopic groove 3 is sleeved with a connecting ring 4, a slider 5 is arranged at the connection between the connecting ring 4 and the telescopic groove 3, a plurality of plug rods 6 are fixedly arranged at the bottom of the first pile ring 1 and the second pile ring 2, a locking bead 7 is arranged on one side of the plug rod 6, and a plurality of plug holes 8 are penetrated at the tops of the first pile ring 1 and the second pile ring 2.
[0033] By pulling the first pile ring 1 and the second pile ring 2 forward, the slider 5 is driven to slide in the telescopic groove 3, and the diameters of the first pile ring 1 and the second pile ring 2 are expanded as the length of the connecting ring 4 increases, so as to achieve the purpose of diameter adjustment, and then the insertion rod 6 at the bottom of the first pile ring 1 and the second pile ring 2 is plugged into the bottom of the pit. According to the length of the pit, the insertion rods 6 at the bottom of multiple first pile rings 1 and second pile rings 2 are plugged into the insertion hole 8, and at the same time, the locking beads 7 and the locking holes are used to fix them, so that the insertion between the insertion rod 6 and the insertion hole 8 is more stable, so as to achieve the purpose of length adjustment.
[0034] Reference Figure 1-5 The reinforcement mechanism includes a steel rod groove 9 and a pointed rod 10. The pointed rod 10 is arranged inside the steel rod groove 9. Bumps 11 are fixedly arranged at both ends of the pointed rod 10. A connecting spring 12 is fixedly arranged on one side of the bump 11. A plug-in groove 13 is penetrated on the other side of the steel rod groove 9. A reinforcing steel rod 14 is sleeved inside the steel rod groove 9.
[0035] The reinforcing steel rod 14 is plugged into the steel rod grooves 9 in the first pile rings 1 and the second pile rings 2. When the reinforcing steel rod 14 passes through the steel rod grooves 9, the side walls of the reinforcing steel rod 14 will squeeze the pointed rod 10, and the pointed rod 10 will squeeze the connecting spring 12 at the same time under the drive of the protrusion 11, so that after the connecting spring 12 is compressed, the other end of the pointed rod 10 will pass through the plug-in groove 13 and be plugged into the side wall of the pit, thereby making the construction engineering pile more stable and less prone to shaking.
[0036] Reference Figure 4-5 The plug-in groove 13 penetrates the outside of the first pile ring 1 and the second pile ring 2 respectively. One end of the pointed rod 10 is arc-shaped. The pointed rod 10 is movably connected to the reinforcing steel rod 14. The other end of the pointed rod 10 is sleeved inside the plug-in groove 13. The pointed rod 10 is movably connected to the plug-in groove 13.
[0037] Since one end of the pointed rod 10 is in an arc shape, the reinforcing steel rod 14 will not be hindered when being inserted, and the pointed rod 10 will be pushed to one side.
[0038] Reference Figure 3 The jack 8 is plugged into the plug rod 6, the diameter of the jack 8 is smaller than the steel rod groove 9, and a matching lock hole is provided at the connection between the lock bead 7 and the jack 8.
[0039] By plugging the lock bead 7 into the lock hole, the plugging connection between the plug hole 8 and the plug rod 6 can be made more fixed.
[0040] Reference Figure 5 The connecting spring 12 is fixedly connected to the inner wall of the steel rod groove 9, and the cross section of the protrusion 11 is an arc structure.
[0041] The inner wall of the steel rod groove 9 provides support force for the connecting spring 12 , and the convex block 11 with the arc structure can move together with the arc-shaped pointed rod 10 under the extrusion of the reinforcing steel rod 14 .
[0042] Reference Figure 6 The two ends of the connecting ring 4 are movably connected to the telescopic groove 3 through the slider 5, and the connecting ring 4 is a semicircular structure.
[0043] The connecting ring 4 is a semicircular structure, which can better match the shapes of the first pile ring 1 and the second pile ring 2 , so that the first pile ring 1 and the second pile ring 2 are still a complete circular structure with the addition of the connecting ring 4 .
[0044] Working principle: before use, according to the diameter of the hole, the first pile ring 1 and the second pile ring 2 are pulled to drive the slider 5 to slide in the telescopic groove 3, and the first pile ring 1 and the second pile ring 2 are enlarged in diameter as the length of the connecting ring 4 increases, so as to achieve the purpose of adjustable diameter. When the diameter matches the hole, the plugging rod 6 at the bottom of the first pile ring 1 and the second pile ring 2 is directly plugged into the bottom of the hole, and then according to the length of the hole, multiple first pile rings 1 and second pile rings 2 are plugged into the plugging rod 6 and the plug hole 8 at the bottom, and fixed with the locking bead 7 at the same time, so that the plugging between the plugging rod 6 and the plug hole 8 is more stable, so as to achieve the purpose of adjustable length. Before use, the first pile ring 1 and the second pile ring 2 can also be transported in batches, which makes it more convenient to carry and more practical. After splicing, the reinforcing steel rod 14 is directly connected to the multiple first pile rings 1 The steel rod groove 9 in the second pile ring 2 is plugged in. When the reinforcing steel rod 14 passes through the steel rod groove 9, the side wall of the reinforcing steel rod 14 will squeeze the pointed rod 10, so that the pointed rod 10 squeezes the connecting spring 12 under the drive of the protrusion 11, so that after the connecting spring 12 is compressed, the other end of the pointed rod 10 will pass through the plug-in groove 13 and be plugged in with the side wall of the pit, thereby making the construction engineering pile more stable and less prone to shaking; finally, concrete is injected into the first pile ring 1 and the second pile ring 2, and the concrete can increase the supporting capacity and hardness of the first pile ring 1 and the second pile ring 2, and part of the concrete flows out of the first pile ring 1 and the second pile ring 2 through the gap of the connecting ring 4, filling the first pile ring 1 and the second pile ring 2 and the pit more tightly, increasing the supporting area of the first pile ring 1 and the second pile ring 2, so that the support of the first pile ring 1 and the second pile ring 2 is more stable.
[0045] Finally, it should be noted that the above is only a preferred embodiment of the present invention and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments or make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
Claims
1. An engineering construction pile, comprising a first pile ring (1), characterized in that: A second pile ring (2) is arranged on one side of the first pile ring (1), an adjustment mechanism is arranged between the first pile ring (1) and the second pile ring (2), and a reinforcement mechanism is arranged through the tops of the first pile ring (1) and the second pile ring (2); The adjustment mechanism comprises a telescopic groove (3) and a connecting ring (4), the connecting ring (4) is sleeved inside the telescopic groove (3), a sliding block (5) is arranged at the connection between the connecting ring (4) and the telescopic groove (3), a plurality of plug rods (6) are fixedly arranged at the bottom of the first pile ring (1) and the second pile ring (2), a locking bead (7) is arranged on one side of the plug rod (6), and a plurality of insertion holes (8) are penetrated at the top of the first pile ring (1) and the second pile ring (2).
2. The engineering construction pile according to claim 1, characterized in that: The reinforcement mechanism comprises a steel rod groove (9) and a pointed rod (10), wherein the steel rod groove (9) is provided with a pointed rod (10), protrusions (11) are fixedly provided at both ends of the pointed rod (10), a connecting spring (12) is fixedly provided on one side of the protrusion (11), a plug-in groove (13) is provided through the other side of the steel rod groove (9), and a reinforcement steel rod (14) is sleeved inside the steel rod groove (9).
3. The engineering construction pile according to claim 2, characterized in that: The plug-in slot (13) penetrates the outside of the first pile ring (1) and the second pile ring (2) respectively; one end of the pointed rod (10) is in an arc shape; the pointed rod (10) is movably connected to the reinforcing steel rod (14); the other end of the pointed rod (10) is sleeved inside the plug-in slot (13); the pointed rod (10) is movably connected to the plug-in slot (13).
4. The engineering construction pile according to claim 3, characterized in that: The insertion hole (8) is plugged into the insertion rod (6), the diameter of the insertion hole (8) is smaller than the steel rod groove (9), and a matching lock hole is provided at the connection between the locking ball (7) and the insertion hole (8).
5. The engineering construction pile according to claim 4, characterized in that: The connecting spring (12) is fixedly connected to the inner wall of the steel rod groove (9), and the cross section of the protrusion (11) is an arc structure.
6. The engineering construction pile according to claim 5, characterized in that: The two ends of the connecting ring (4) are movably connected to the telescopic groove (3) via sliders (5) respectively, and the connecting ring (4) is a semicircular structure.