Conical precast pile

Abstract

The invention discloses a conical precast pile which comprises a precast pile body. The precast pile body is of a conical structure; and a friction part is arranged on the outer side wall of the precast pile body. The precast pile body is of the conical structure, the friction force between the outer surface of the precast pile body and a soil layer can be increased, the stability of the precast pile can be improved, meanwhile, the friction part is arranged on the outer side wall of the precast pile body, the contact area between the outer surface of the precast pile body and the soil layer can be further increased, and the stability of the precast pile is improved. Therefore, the friction force between the outer surface of the precast pile body and the soil layer can be further improved, and the stability of the precast pile can be further improved.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of precast piles, and more particularly to a tapered precast pile. BACKGROUND

[0002] A precast pile is a pile made of various materials and in various forms at a factory or a construction site, which is driven, pressed or vibrated into the ground by a pile driving device. The precast pile is widely used in house, road, bridge and other engineering construction due to its superior performance, and can better support the weight of large buildings such as houses and bridges. The existing precast pile is usually in a cylindrical structure, and has the problem of insufficient stability.

[0003] Therefore, how to provide a tapered precast pile capable of improving the stability of the precast pile is one of the technical problems to be solved in the field. SUMMARY

[0004] Therefore, the present application provides a tapered precast pile to solve the problems in the prior art.

[0005] To solve the above technical problems, the present application adopts the following technical solutions:

[0006] A tapered precast pile comprises a precast pile body, the precast pile body is in a tapered structure, and a friction part is arranged on the outer side wall of the precast pile body.

[0007] Preferably, the friction part is one or several of a groove and a protrusion.

[0008] Preferably, the precast pile body comprises a pile body and a pile head, a connecting rib is arranged at the bottom of the pile body, a necked sleeve is arranged at the top of the pile head, and the connecting rib is inserted into the necked sleeve.

[0009] Preferably, an enlarged head is arranged at the bottom of the connecting rib.

[0010] Preferably, the pile head is in a tapered structure or a columnar structure.

[0011] Preferably, a side baffle is arranged on the outer side wall at the top of the pile head.

[0012] Preferably, an insertion slot is arranged at the top of the pile head, and correspondingly, an insertion block that is matched with the insertion slot is arranged at the bottom of the pile body, and the insertion block is inserted into the insertion slot.

[0013] Preferably, the pile body and the pile head are both in a solid structure, and the insertion slot is arranged at the middle position of the top of the pile head.

[0014] Preferably, the pile body and the pile head are both in a hollow structure, and the insertion slot is arranged at the edge position of the top of the pile head.

[0015] The present application has the following technical effects relative to the prior art: the present application can improve the friction between the outer surface of the prefabricated pile body and the soil layer by setting the prefabricated pile body as a conical structure, thereby improving the stability of the prefabricated pile, and at the same time, by setting the friction part on the outer side wall of the prefabricated pile body, the contact area between the outer surface of the prefabricated pile body and the soil layer can be further improved, thereby further improving the friction between the outer surface of the prefabricated pile body and the soil layer, and further improving the stability of the prefabricated pile. BRIEF DESCRIPTION OF DRAWINGS

[0016] Figure 1 FIG. 1 is a structural schematic diagram of a conical prefabricated pile according to an embodiment of the present application;

[0017] Figure 2 FIG. 2 is a structural schematic diagram of a conical prefabricated pile according to another embodiment of the present application;

[0018] Figure 3 FIG. 3 is a structural schematic diagram of a pile body in the embodiment of FIG. 2;

[0019] Figure 4 FIG. 4 is a top view of a pile head in the embodiment of FIG. 2;

[0020] Figure 5 FIG. 5 is a structural schematic diagram of a conical prefabricated pile according to another embodiment of the present application;

[0021] Figure 6 FIG. 6 is a structural schematic diagram of a conical prefabricated pile according to another embodiment of the present application;

[0022] Figure 7 FIG. 7 is a top view of a pile head in the embodiment of FIG. 6;

[0023] Figure 8 FIG. 8 is a structural schematic diagram of a conical prefabricated pile according to another embodiment of the present application;

[0024] In the drawings: 1, prefabricated pile body; 11, pile body; 12, pile head; 2, friction part; 3, connecting rib; 4, necked sleeve; 5, enlarged head; 6, side baffle; 7, insertion slot; 8, insertion block. DETAILED DESCRIPTION

[0025] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those of ordinary skill in the art without creative labor fall within the scope of the present application.

[0026] Embodiment one

[0027] Reference Figure 1The application discloses a tapered precast pile, which comprises a precast pile body 1; the precast pile body 1 is in a tapered structure; and a friction part 2 is arranged on the outer lateral wall of the precast pile body 1. The precast pile body is arranged in a tapered structure, so that the friction between the outer surface of the precast pile body and the soil layer can be improved, thereby improving the stability of the precast pile. Meanwhile, the friction part is arranged on the outer lateral wall of the precast pile body, so that the contact area between the outer surface of the precast pile body and the soil layer can be further improved, thereby further improving the friction between the outer surface of the precast pile body and the soil layer, and further improving the stability of the precast pile.

[0028] In use, the precast pile is vertically or obliquely inserted into the foundation.

[0029] In the embodiment, the friction part 2 is a groove.

[0030] In the embodiment, the grooves are in a plurality of numbers; and the plurality of grooves are uniformly distributed on the outer lateral wall of the precast pile body 1.

[0031] In the embodiment, the groove is a polygonal groove.

[0032] In the embodiment, the polygonal groove is a rectangular groove.

[0033] In the embodiment, the cross section of the precast pile body 1 is circular.

[0034] In some other embodiments, the cross section of the precast pile body 1 can also be a regular polygon.

[0035] In some other embodiments, the groove can also be a spiral groove.

[0036] In some other embodiments, the friction part 2 can also be a protrusion; and the protrusion is a polygonal protrusion or a spiral protrusion.

[0037] Embodiment two

[0038] The embodiment is based on the detailed setting of the embodiment one.

[0039] In the embodiment, the precast pile body 1 comprises a pile body 11 and a pile head 12; the bottom of the pile body 11 is provided with four connecting ribs 3; the top of the pile head 12 is provided with four necked sleeve 4; each connecting rib 3 is inserted into the corresponding necked sleeve 4; in use, the resin glue is added into the necked sleeve 4, the pile body 11 and the pile head 12 are butted together, the connecting rib 3 is inserted into the corresponding necked sleeve 4, the connecting rib 3 and the necked sleeve 4 are connected by the resin glue, and the overflowed resin glue connects the butting surface of the pile body 11 and the pile head 12.

[0040] In the embodiment, the bottom of each connecting rib 3 is provided with an enlarged head 5.

[0041] In the embodiment, the pile body 11 is a conical structure; and the pile head 12 is a columnar structure.

[0042] In some other embodiments, the number of connecting ribs 3 and necked sleeves 4 can be designed according to actual needs.

[0043] Embodiment Three

[0044] The embodiment is based on the detailed settings of Embodiment One.

[0045] In the embodiment, the prefabricated pile body 1 includes a pile body 11 and a pile head 12; the bottom of the pile body 11 is provided with four connecting ribs 3; the top of the pile head 12 is provided with four necked sleeves 4; each connecting rib 3 is inserted into the corresponding necked sleeve 4; in use, resin glue is added into the necked sleeve 4, the pile body 11 and the pile head 12 are connected in a top-down manner, the connecting rib 3 is inserted into the corresponding necked sleeve 4, the connecting rib 3 and the necked sleeve 4 are connected by the resin glue, and the overflowed resin glue connects the connecting surfaces of the pile body 11 and the pile head 12.

[0046] In the embodiment, the bottom of each connecting rib 3 is provided with an enlarged head 5.

[0047] In the embodiment, the pile body 11 is a conical structure; and the pile head 12 is a conical structure.

[0048] In some other embodiments, the number of connecting ribs 3 and necked sleeves 4 can be designed according to actual needs.

[0049] Embodiment Four

[0050] The embodiment is based on the detailed settings of Embodiment Three.

[0051] In the embodiment, the top of the pile head 12 is provided with a side baffle 6; when the pile body 11 and the pile head 12 are connected and installed, the side baffle 6 blocks the resin glue to prevent the overflow of the resin glue.

[0052] In the embodiment, the top of the pile head 12 is provided with a slot 7; correspondingly, the bottom of the pile body 11 is provided with a plug 8 matched with the slot 7; the plug 8 is inserted into the slot 7; by setting the plug and the slot, on the one hand, the stability of the connection between the pile body and the pile head can be further improved; on the other hand, the overflowed resin glue can be conveniently put into the slot, and the installation is facilitated.

[0053] In the embodiment, the pile body 11 and the pile head 12 are both solid structures; and the slot 7 is arranged at the top of the pile head 12.

[0054] Embodiment Five

[0055] The embodiment is based on the detailed settings of Embodiment Three.

[0056] In the embodiment, the side baffle 6 is arranged on the outer side wall of the top of the pile head 12; when the pile body 11 and the pile head 12 are abutted and installed, the resin glue is blocked by the side baffle to prevent the resin glue from overflowing.

[0057] In the embodiment, the slot 7 is arranged on the top of the pile head 12; correspondingly, the plug 8 matched with the slot 7 is arranged on the bottom of the pile body 11; the plug 8 is inserted into the slot 7; by arranging the plug and the slot, on the one hand, the stability of the connection between the pile body and the pile head can be further improved; on the other hand, the overflowing resin glue can be conveniently put into the slot, and the installation is facilitated.

[0058] In the embodiment, the pile body 11 and the pile head 12 are both hollow structures; the slot 7 is arranged at the peripheral edge position of the top of the pile head 12.

[0059] Embodiment six

[0060] The embodiment is based on the detailed setting of the embodiment two.

[0061] In the embodiment, the side baffle 6 is arranged on the outer side wall of the top of the pile head 12; when the pile body 11 and the pile head 12 are abutted and installed, the resin glue is blocked by the side baffle to prevent the resin glue from overflowing.

[0062] In the embodiment, the slot 7 is arranged on the top of the pile head 12; correspondingly, the plug 8 matched with the slot 7 is arranged on the bottom of the pile body 11; the plug 8 is inserted into the slot 7; by arranging the plug and the slot, on the one hand, the stability of the connection between the pile body and the pile head can be further improved; on the other hand, the overflowing resin glue can be conveniently put into the slot, and the installation is facilitated.

[0063] In the embodiment, the pile body 11 and the pile head 12 are both solid structures; the slot 7 is arranged at the peripheral edge position of the top of the pile head 12.

[0064] Embodiment seven

[0065] The embodiment is based on the detailed setting of the embodiment two.

[0066] In the embodiment, the side baffle 6 is arranged on the outer side wall of the top of the pile head 12; when the pile body 11 and the pile head 12 are abutted and installed, the resin glue is blocked by the side baffle to prevent the resin glue from overflowing.

[0067] In the embodiment, the slot 7 is arranged on the top of the pile head 12; correspondingly, the plug 8 matched with the slot 7 is arranged on the bottom of the pile body 11; the plug 8 is inserted into the slot 7; by arranging the plug and the slot, on the one hand, the stability of the connection between the pile body and the pile head can be further improved; on the other hand, the overflowing resin glue can be conveniently put into the slot, and the installation is facilitated.

[0068] In the embodiment, the pile body 11 and the pile head 12 are both hollow structures; the slot 7 is arranged at the peripheral edge position of the top of the pile head 12.

[0069] The above description is only the preferred embodiment of the present application, and is not intended to limit the technical scope of the present application. Any slight modification, equivalent change and modification made according to the technical essence of the present application to the above embodiment are still within the technical scope of the present application.

Claims

1. A conical precast pile, characterized in that, include: The precast pile body (1) is a cone-shaped structure; the outer wall of the precast pile body (1) is provided with a friction part (2).

2. A tapered precast pile according to claim 1, characterized in that, The friction part (2) is one or more of the groove and the protrusion.

3. A tapered precast pile according to claim 2, characterized in that, The precast pile body (1) includes a pile body (11) and a pile head (12); the bottom of the pile body (11) is provided with a connecting bar (3); the top of the pile head (12) is provided with a constricted sleeve (4); the connecting bar (3) is inserted into the constricted sleeve (4).

4. A tapered precast pile according to claim 3, characterized in that, The bottom of the connecting rib (3) is provided with an enlarged head (5).

5. A tapered precast pile according to any one of claims 3 or 4, characterized in that, The pile head (12) is a conical or columnar structure.

6. A tapered precast pile according to claim 5, characterized in that, A side baffle (6) is provided on the outer side wall of the top of the pile head (12).

7. A tapered precast pile according to claim 6, characterized in that, The top of the pile head (12) is provided with a slot (7); correspondingly, the bottom of the pile body (11) is provided with a plug (8) that is adapted to the slot (7); the plug (8) is inserted into the slot (7).

8. A tapered precast pile according to claim 7, characterized in that, Both the pile body (11) and the pile head (12) are solid structures; the slot (7) is located at the top center of the pile head (12).

9. A tapered precast pile according to claim 7, characterized in that, Both the pile body (11) and the pile head (12) are hollow structures; the slot (7) is located at the top periphery of the pile head (12).

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