CN212506232U - Double-barrelled trepan steel-pipe pile - Google Patents

Abstract

The invention relates to a double-pipe ring-drilling steel pipe pile in the field of civil engineering, which comprises five parts, namely a steel pipe pile (1), a ring bit (3), a bit connector (4), a bit locator (5) and a drill rod clamping groove (6), wherein the bit locator (4) is firmly connected with the steel pipe pile (1), the ring bit (3) is firmly connected with the bit connector (4), the bit connector (4) is clamped on the bit locator (5), the bit connector (4) and the bit locator (5) can relatively rotate in a circle mode, during construction, a cylindrical drill rod (7) is arranged on the inner side of the steel pipe pile (1) and connected with the ring bit (3), the ring bit (3) is driven to rotate through the cylindrical drill rod (7), and a ring hole sinking pile is drilled.

Description

Double-barrelled trepan steel-pipe pile

Technical Field

The invention relates to the field of steel pipe piles in the field of civil engineering.

Background

The steel pipe pile is a thin-wall structure, and the construction methods commonly used for the steel pipe pile at present comprise three methods, namely a vibration method, a static pressure method and a hole leading method, wherein the vibration method is widely used due to the use of a high-frequency hydraulic vibration hammer and resonance-free high-frequency hydraulic vibration hammer equipment in recent years, but the vibration is difficult to avoid no matter what vibration hammer is used for vibration piling. The static pressure method is often due to the thin wall, large diameter and large pile pressing resistance of the steel pipe pile, and the large settlement of the driving belt of the pile pressing. Pile sinking by either vibration method or static pressure method has great dependence on stratum conditions, and both pile sinking methods are difficult to plastic, hard and hard plastic cohesive soil and medium-dense to dense sandy soil and silty soil. The hole leading method is to drill holes at the pile positions and then put the steel pipe piles into the holes, and the method has strong stratum adaptability, but is slow in construction speed and high in construction cost, mud is generated along with construction, and the environmental influence is large. For the steel pipe pile to be recycled and reused, the reprocessing cost after pile pulling at the hole guiding position is also high. For large-diameter steel pipe piles applied to the engineering field of wind power and the like, construction cost is multiplied.

Disclosure of Invention

The utility model aims at providing a double-barrelled trepanning steel-pipe pile, this kind of steel-pipe pile can the perturbation pile sinking, to the thin characteristic of steel-pipe pile wall, realizes accomplishing annular drilling in the steel-pipe pile bottom to easily pile sinking construction is applicable to various soil layers and rock stratum.

This kind of double-barrelled trepan steel-pipe pile includes the steel-pipe pile, ring bit, drill bit connector, drill bit locator and drilling rod draw-in groove five parts, wherein drill bit locator and steel-pipe pile firm connection, ring bit and drill bit connector firm connection, drill bit connector sleeve on the drill bit locator, and drill bit connector and drill bit locator possess the relative pivoted function of circling round, the drilling rod draw-in groove is connected with drill bit connector, the drilling rod draw-in groove is used for driving the rotatory utensil of drill bit connector or structure.

The utility model discloses a double-barrelled trepan boring steel-pipe pile can combine static pressure or vibration method to improve pile sinking speed, and the back is accomplished to the pile sinking, and used repeatedly can be extracted with the tube-shape drilling rod to power device, can realize many piles and creep into in proper order simultaneously. The invention can combine the earth plug compensation method, the vibration method and the static force method to pull the pile when pulling the pile, fully utilizes the characteristic of large diameter and thin wall of the steel pipe pile, has small volume of drilling and disturbing the soil body, micro-disturbance of construction, outstanding environmental benefit and low cost. The invention is not only suitable for the steel pipe pile, but also suitable for the combined steel pipe pile structure of various forms formed by welding various components on the steel pipe pile.

Drawings

Fig. 1 is a structural view illustrating a double-pipe ring-drilled steel pipe pile according to an embodiment of the present invention.

Detailed Description

As an embodiment of the present invention, a double-pipe ring-drilled steel pipe pile and a construction method thereof according to the present invention will be described below with reference to fig. 1. First, the structural configuration and the working principle of the double-pipe ring-drilled steel pipe pile of the present invention will be described with reference to fig. 1. As shown in fig. 1, the double-pipe ring-drilling steel pipe pile comprises a steel pipe pile (1), a ring bit (3), a bit connector (4), a bit positioner (5) and a drill pipe clamping groove (6), wherein the bit positioner (5) is firmly connected with the steel pipe pile (1), the ring bit (3) is firmly connected with the bit connector (4), the bit connector (4) is clamped on the bit positioner (5), the bit connector (4) and the bit positioner (5) have a relative rotation function, the drill pipe clamping groove (6) is connected with the bit connector (4), and the drill pipe clamping groove (6) is an appliance or a structure for driving the bit connector (4) to rotate. In the double-tube trepan steel pipe pile, the drill bit connector (4) can adopt a structure as shown in figure 1, namely, the outer side of a steel pipe with a smaller diameter is welded with two steel plates at a certain distance, and the drill bit positioner (5) can be welded at the bottom of the steel pipe pile (1) by adopting an annular steel structure. The drill rod clamping groove (6) can be vertically welded on the drill rod connector (4) by adopting a steel plate. The steel pipe pile (1) in the embodiment can be a structure with various forms of welding pieces (2), such as a steel pipe pile continuous wall, various forms of combined steel pipe piles and the like. In the following part of this embodiment, a method for constructing a double-pipe ring-drilled steel pipe pile according to the present invention will be described with reference to fig. 1. The construction method comprises the following four steps. Firstly, connecting the double-pipe ring-drilled steel pipe pile with a rotary power device (8) and a cylindrical drill rod (7). The cylindrical drill rod (7) can be a steel pipe, and the bottom of the cylindrical drill rod (7) is slotted, so that the cylindrical drill rod can be directly clamped on the drill rod clamping groove (6), and the annular drill bit (3) and the cylindrical drill rod (7) cannot rotate relatively. The top of the cylindrical drill rod (7) is connected with a rotary power device (8), and the rotary power device (8) and the steel pipe pile (1) are connected with the steel pipe pile (1) through a power device fixer (9). And finishing the first step and entering the second step. In the step, a rotary power device (8) is started at the pile position to drive a cylindrical drill rod (7) and a ring bit (3) of the double-tube ring-drilled steel pipe pile to rotate. In the step, the rotary power device (8) is fixed on the steel pipe pile (1), the reaction force when the ring bit (3) rotates can be provided by the steel pipe pile (1), and the friction force between the cylindrical drill rod (7) and the steel pipe pile (1) belongs to the internal force, so that the required external balance force is small in the drilling process. And finishing the second step and entering the third step. In the step, an annular hole is drilled at the bottom of the steel pipe pile (1) by rotating the annular drill bit (3), and proper water can be injected during drilling to accelerate the drilling speed or slurry is injected to protect the wall. And (3) annularly drilling and forming holes at the end part of the double-pipe ring-drilled steel pipe pile, and simultaneously sinking the double-pipe ring-drilled steel pipe pile (1) to a preset elevation under the action of gravity. During construction, downward pressure can be applied to the steel pipe pile (1), and pile sinking efficiency and speed are improved. And finishing the third step and entering the fourth step. In this step, after the pile sinking is finished, the connection between the rotary power device (8), the cylindrical drill rod (7) and the steel pipe pile (1) can be released, and the connection is recycled, so that the construction of the double-pipe ring-drilled steel pipe pile is completed.

This patent includes, but is not limited to, other construction methods that may be substituted by those skilled in the art.

Claims (1)

1. The utility model provides a double-barrelled trepan steel-pipe pile, characterized by includes steel-pipe pile (1), ring bit (3), drill bit connector (4), drill bit locator (5) and drilling rod draw-in groove (6) five parts, wherein drill bit locator (5) and steel-pipe pile (1) firm connection, ring bit (3) and drill bit connector (4) firm connection, drill bit connector (4) cutting ferrule is on drill bit locator (5), and drill bit connector (4) and drill bit locator (5) possess the pivoted function of circling round relatively, drilling rod draw-in groove (6) are connected with drill bit connector (4), drilling rod draw-in groove (6) are the utensil that is used for driving drill bit connector (4) rotation.

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