Construction device for improving bearing capacity of socketed pile through sediment

Abstract

The utility model discloses a construction device for improving the bearing capacity of a socketed pile by utilizing sediment, which comprises a drilling component, a drilling frame, a slotting cone, a driving component, a driving component, a driving component, a driving component and a driving component, and is characterized in that the drilling frame penetrates into rocks and the slotting cone is fixed at the bottom end of the drilling frame; the driving assembly comprises a mounting frame fixed to the top end of the drilling frame, a motor fixed to the mounting frame, a rotating rod coaxially connected to the motor and first bevel teeth evenly fixed to the rotating rod. The side wall tapping assembly comprises an L-shaped frame fixed to the inner wall of the drilling frame, a threaded rod rotationally installed on the L-shaped frame, second conical teeth fixed to the threaded rod and meshed with the first conical teeth, and a moving block meshed with the threaded rod. The drill bit is fixed to the movable block, the limiting through hole is formed in the drilling frame, and the movable block is matched with the limiting through hole, so that the transverse bearing capacity and the vertical bearing capacity of the socketed pile are increased.

Description

Technical Field

[0001] The utility model relates to the technical field of rock-embedded pile construction devices, in particular to a construction device that utilizes sediment to improve the bearing capacity of rock-embedded piles. Background Art

[0002] Rock-embedded piles refer to bored piles with a considerable length of the lower part of the pile cast in hard rock. Regardless of the degree of weathering of the rock mass, as long as the pile end is embedded in the rock mass, it can be called a rock-embedded pile. The differences in the characteristics of rock-embedded piles embedded in rock masses with different characteristics are caused by the differences in rock mass characteristics, and sediment is the debris produced by drilling.

[0003] While bearing vertical loads, rock-embedded piles may also be subject to lateral loads or eccentric loads, such as earthquake and wind loads. When the lateral load is large, a larger pile diameter must be used to increase the horizontal stiffness of the structure to reduce the overall horizontal displacement of the structure. However, increasing the pile diameter will increase the construction cost. Therefore, using sediment to increase the bearing capacity of rock-embedded piles is a more cost-effective way. Utility Model Content

[0004] The purpose of this section is to summarize some aspects of the embodiments of the utility model and briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this section and the abstract of the specification and the name of the utility model of this application to avoid blurring the purpose of this section, the abstract of the specification and the name of the utility model, and such simplifications or omissions cannot be used to limit the scope of the utility model.

[0005] In view of the above problems and / or the problems existing in the existing construction device for improving the bearing capacity of rock-embedded piles by using sediment, the present utility model is proposed.

[0006] Therefore, the purpose of the utility model is to provide a construction device that utilizes sediment to improve the bearing capacity of rock-embedded piles. When using the device, a hole is first drilled on the rock with a drilling machine, and then the drilling frame of the device is placed in the hole, so that the slotting cone opens a conical groove at the bottom of the hole, so that after the drilling frame is raised, the sediment can flow into the conical groove, and then the motor is turned on to drive the rotating rod to rotate, drive the first bevel gear and the second bevel gear to rotate, drive the threaded rod to rotate, drive the moving block and the drill bit to move through the limiting through hole, so that a plurality of side holes are opened on the inner wall of the hole, and then the drilling frame is raised, and then concrete is injected into the hole with a grouting device, and the concrete solidifies the sediment in the conical groove at the bottom, thereby increasing the bottom bearing capacity of the subsequent rock-embedded pile; the concrete will also enter the side hole, so that the side wall strength of the hole is increased, and the lateral structural strength is increased, and finally the rock-embedded pile is buried and fixed, thereby increasing the lateral and vertical bearing capacity of the rock-embedded pile.

[0007] In order to solve the above technical problems, according to one aspect of the present invention, the present invention provides the following technical solutions:

[0008] A construction device for improving the bearing capacity of rock-embedded piles by using sediment, comprising:

[0009] A drilling assembly, comprising a drilling frame that penetrates into the rock, and a slotted cone fixed at the bottom end of the drilling frame;

[0010] A driving assembly, comprising a mounting frame fixed to the top of the drilling frame, a motor fixed to the mounting frame, a rotating rod coaxially connected to the motor, and first bevel teeth uniformly fixed to the rotating rod;

[0011] The side wall opening assembly is arranged on the drilling frame and driven by the driving assembly to open a hole on the inner wall of the rock hole.

[0012] As a preferred solution of the construction device for improving the bearing capacity of rock-embedded piles by utilizing sediment as described in the utility model, the side wall hole opening assembly includes an L-shaped frame fixed on the inner wall of the drilling frame, a threaded rod rotatably mounted on the L-shaped frame, a second bevel tooth fixed on the threaded rod and meshing with the first bevel tooth, a moving block meshing with the threaded rod, a drill bit fixed on the moving block, and a limiting through hole opened on the drilling frame, wherein the moving block is adapted to the limiting through hole.

[0013] As a preferred solution of the construction device for improving the bearing capacity of rock-embedded piles by using sediments described in the utility model, protruding needles are evenly fixed on the outer wall of the slotted cone.

[0014] As a preferred solution of the construction device for improving the bearing capacity of rock-embedded piles by using sediments described in the utility model, a blocking cover is hinged on the outer wall of the limiting through hole.

[0015] As a preferred solution of the construction device for improving the bearing capacity of rock-embedded piles by using sediment described in the utility model, a guide groove is provided on the inner wall of the limiting through hole, and a guide block adapted to the guide groove is fixed on the moving block.

[0016] Compared with the prior art, the utility model has the following beneficial effects: when using the device, a hole is first drilled on the rock with a drilling machine, and then the drilling frame of the device is placed in the hole, so that the slotting cone opens a conical groove at the bottom of the hole, so that after the drilling frame is raised, the sediment can flow into the conical groove, and then the motor is turned on to drive the rotating rod to rotate, drive the first bevel gear and the second bevel gear to rotate, drive the threaded rod to rotate, drive the moving block and the drill bit to move through the limiting through hole, so that a plurality of side holes are opened on the inner wall of the hole, and then the drilling frame is raised, and then concrete is injected into the hole with a grouting device, and the concrete solidifies the sediment in the conical groove at the bottom, thereby increasing the bottom bearing capacity of the subsequent rock-embedded pile; the concrete will also enter the side hole, thereby increasing the side wall strength of the hole and the lateral structural strength, and finally the rock-embedded pile is buried and fixed, thereby increasing the lateral and vertical bearing capacity of the rock-embedded pile. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to more clearly illustrate the technical solution of the implementation of the utility model, the utility model will be described in detail below in combination with the drawings and detailed implementation. Obviously, the drawings described below are only some implementations of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative labor. Among them:

[0018] Figure 1 It is a schematic diagram of the overall structure of a construction device for improving the bearing capacity of rock-embedded piles by using sediments in the utility model;

[0019] Figure 2 It is a side cross-sectional view of the overall structure of a construction device for improving the bearing capacity of rock-embedded piles by using sediments in the utility model;

[0020] Figure 3 The utility model is a construction device for improving the bearing capacity of rock-embedded piles by using sediment Figure 2 A partial enlarged view of middle A. DETAILED DESCRIPTION

[0021] In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, the specific implementation methods of the present invention are described in detail below with reference to the accompanying drawings.

[0022] Secondly, the present invention is described in detail with reference to the schematic diagram. When describing the implementation of the present invention, for the sake of convenience, the cross-sectional diagram showing the device structure will not be partially enlarged according to the general proportion, and the schematic diagram is only an example, which should not limit the scope of protection of the present invention. In addition, in actual production, the three-dimensional dimensions of length, width and depth should be included.

[0023] In order to make the purpose, technical solution and advantages of the present invention more clear, the implementation mode of the present invention will be further described in detail below with reference to the accompanying drawings.

[0024] The utility model provides a construction device for improving the bearing capacity of rock-embedded piles by using sediment. When using the device, a hole is firstly drilled on the rock by a drilling machine, and then the drilling frame of the device is placed in the hole, so that the slotting cone opens a conical groove at the bottom of the hole, so that after the drilling frame is raised, the sediment can flow into the conical groove, and then the motor is turned on to drive the rotating rod to rotate, drive the first bevel gear and the second bevel gear to rotate, drive the threaded rod to rotate, drive the moving block and the drill bit to move through the limiting through hole, so that a plurality of side holes are opened on the inner wall of the hole, and then the drilling frame is raised, and then concrete is injected into the hole by a grouting device, and the concrete solidifies the sediment in the conical groove at the bottom, thereby increasing the bottom bearing capacity of the subsequent rock-embedded pile; the concrete also enters the side hole, so that the side wall strength of the hole is increased, and the lateral structural strength is increased, and finally the rock-embedded pile is buried and fixed, thereby increasing the lateral and vertical bearing capacity of the rock-embedded pile.

[0025] Figure 1-Figure 3 The utility model is a schematic diagram of the overall structure of a construction device for improving the bearing capacity of rock-embedded piles by using sediment. Figure 1-Figure 3 In this embodiment, a construction device for improving the bearing capacity of rock-embedded piles by using sediments is provided, and its main body includes a drilling assembly 100, a driving assembly 200 and a side wall opening assembly 300.

[0026] The drilling assembly 100 is used to drill into the hole and continue drilling after the drilling device drills a hole in the rock. It includes a drilling frame 110 that drills into the rock and a slotting cone 120 fixed at the bottom of the drilling frame 110. Protruding needles 120a are evenly fixed on the outer wall of the slotting cone 120. The protruding needles 120a help break the rock and help the slotting cone 120 to open a conical groove at the bottom.

[0027] The driving assembly 200 includes a mounting frame 210 fixed to the top of the drilling frame 110, a motor 220 fixed to the mounting frame 210, a rotating rod 230 coaxially connected to the motor 220, and first bevel teeth 240 uniformly fixed to the rotating rod 230;

[0028] The side wall hole opening assembly 300 is arranged on the drilling frame 110 and driven by the driving assembly 200 to open a hole on the inner wall of the rock hole; the side wall hole opening assembly 300 includes an L-shaped frame 310 fixed on the inner wall of the drilling frame 110, a threaded rod 320 rotatably mounted on the L-shaped frame 310, a second bevel gear 330 fixed on the threaded rod 320 and meshed with the first bevel gear 240, a moving block 340 meshed with the threaded rod 320, a drill bit 350 fixed on the moving block 340, and a limiting through hole 360 ​​provided on the drilling frame 110, wherein the moving block 340 is adapted to the limiting through hole 360; a stopper 360a is hinged on the outer wall of the limiting through hole 360; a guide groove 360b is provided on the inner wall of the limiting through hole 360, and a guide block 340a adapted to the guide groove 360b is fixed on the moving block 340.

[0029] Combination Figure 1-Figure 3 The present embodiment is a construction device for improving the bearing capacity of rock-embedded piles by using sediment. The specific use process is as follows: when using the device, a hole is first drilled on the rock with a drilling machine, and then the drilling frame 110 of the device is placed in the hole, so that the slotting cone 120 opens a conical groove at the bottom of the hole, so that after the drilling frame 110 is pulled out, the sediment can flow into the conical groove, and then the motor 220 is turned on to drive the rotating rod 230 to rotate, drive the first bevel gear 240 and the second bevel gear 330 to rotate, and drive the threaded The rod 320 rotates, driving the moving block 340 and the drill bit 350 to move through the limiting through hole 360, so that a plurality of side holes are opened on the inner wall of the hole, and then the drilling frame 110 is raised, and then concrete is injected into the hole by a grouting device. The concrete solidifies the sediment in the conical groove at the bottom, thereby increasing the bottom bearing capacity of the subsequent rock-embedded pile; the concrete also enters the side hole, thereby increasing the side wall strength of the hole and the lateral structural strength, and finally the rock-embedded pile is buried and fixed, thereby increasing the lateral and vertical bearing capacity of the rock-embedded pile.

[0030] Although the present invention has been described above with reference to the embodiments, various modifications may be made thereto and parts thereof may be replaced with equivalents without departing from the scope of the present invention. In particular, as long as there is no structural conflict, the various features in the embodiments disclosed in the present invention may be used in combination with each other in any manner, and the fact that these combinations are not exhaustively described in this specification is only for the sake of omitting space and saving resources. Therefore, the present invention is not limited to the specific embodiments disclosed herein, but includes all technical solutions falling within the scope of the claims.

Claims

1. A construction device for improving the bearing capacity of rock-embedded piles by using sediment, characterized in that: include: A drilling assembly (100) comprises a drilling frame (110) that penetrates into the rock, and a slotted cone (120) fixed at the bottom end of the drilling frame (110); A driving assembly (200) comprises a mounting frame (210) fixed to the top of the drilling frame (110), a motor (220) fixed to the mounting frame (210), a rotating rod (230) coaxially connected to the motor (220), and first bevel teeth (240) uniformly fixed to the rotating rod (230); The side wall hole opening assembly (300) is arranged on the drilling frame (110) and driven by the driving assembly (200) to open a hole on the inner wall of the rock hole.

2. A construction device for improving the bearing capacity of rock-embedded piles by using sediment according to claim 1, characterized in that: The side wall hole opening assembly (300) comprises an L-shaped frame (310) fixed on the inner wall of the drilling frame (110), a threaded rod (320) rotatably mounted on the L-shaped frame (310), a second bevel tooth (330) fixed on the threaded rod (320) and meshed with the first bevel tooth (240), a moving block (340) meshed with the threaded rod (320), a drill bit (350) fixed on the moving block (340), and a limiting through hole (360) provided on the drilling frame (110), wherein the moving block (340) is adapted to fit the limiting through hole (360).

3. The construction device for improving the bearing capacity of rock-embedded piles by using sediment according to claim 1, characterized in that: Protruding needles (120a) are evenly fixed on the outer wall of the slotted cone (120).

4. A construction device for improving the bearing capacity of rock-embedded piles by using sediment according to claim 2, characterized in that: A blocking cover (360a) is hingedly connected to the outer wall of the limiting through hole (360).

5. The construction device for improving the bearing capacity of rock-embedded piles by using sediment according to claim 2, characterized in that: A guide groove (360b) is provided on the inner wall of the position-limiting through hole (360), and a guide block (340a) adapted to the guide groove (360b) is fixed on the moving block (340).

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