Guide wall of composite secant pile under super-thick rock stratum geological condition

Abstract

The utility model discloses a guide wall of a combined type secant pile under the geological condition of an ultra-thick rock stratum. Comprising a guide wall body, mounting holes, placement piles, positioning holes and rotating holes. The placement piles are arranged at the bottom of the guide wall main body; a plurality of mounting holes are formed in the guide wall main body and penetrate through the guide wall main body, and one of the mounting holes penetrates through the guide wall main body to the placement pile; the plurality of positioning holes and the plurality of rotating holes are regularly arranged in two rows; through the modularized and standardized construction process, rapid and efficient construction of plain piles and concrete piles is achieved. Compared with a traditional method, the construction efficiency is remarkably improved, the construction period is shortened, and the construction cost is reduced; and through the positioning and staggering method of the guide rods, the concrete piles and the plain piles are precisely engaged, and the construction accuracy is greatly improved.

Description

Technical Field

[0001] This utility model is a guide wall for composite interlocking piles under ultra-thick rock geological conditions, belonging to the field of geotechnical engineering. Background Technology

[0002] The prior art disclosure number CN113089652A discloses a construction method and reinforcement structure for interlocking piles, the structure of which includes the following steps: Step S1, construction preparation; Step S2, construction of the first plain concrete pile to form pile A1; Step S3, construction of the second plain concrete pile to form pile A2; Step S4, construction of the first reinforced concrete pile to form pile B1, wherein pile B1 is interlocked with piles A1 and A2 respectively; Step S5, repeating step S3 to form pile A3, and repeating step S4 to form pile B2; wherein pile B2 is interlocked with piles A2 and A3 respectively; Step S6, repeating step S5, the construction sequence of each pile is: A1-A2-B1-A3-B2-A4-B3-A5-B4-……An-Bn, until the construction of the interlocking piles is completed.

[0003] Existing technologies disclose the use of guide walls to assist in the construction of plain piles and concrete piles. However, in this prior art, the positioning of the guide wall is mainly based on its arc shape and position. Under high-intensity operation, the resulting vibrations can easily cause the guide wall to deviate, leading to construction deviations. Furthermore, the arc of the guide wall further limits the radius of the piles that can be constructed. Utility Model Content

[0004] To address the shortcomings of existing technologies, the purpose of this utility model is to provide a guide wall for composite interlocking piles under ultra-thick rock geological conditions, in order to solve the problem.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a guide wall for composite interlocking piles under ultra-thick rock geological conditions, comprising a guide wall body, mounting holes, placement piles, positioning holes, and rotating holes; the placement piles are disposed at the bottom of the guide wall body; a plurality of mounting holes are provided, all penetrating the guide wall body, and one of the mounting holes extends from the guide wall body to the placement pile; a plurality of positioning holes and rotating holes are provided, arranged in two regular rows;

[0006] Guide rods are fixed to the positioning holes and rotating holes by hardware components; the guide rods are provided with plain pile positioning holes for positioning plain piles and concrete pile positioning holes for fixing concrete piles.

[0007] Preferably, the positioning hole is hexagonal.

[0008] Preferably, the rotating hole is circular.

[0009] Preferably, the guide rod is made of, but not limited to, wood or plastic.

[0010] Preferably, the adjacent guide rods are parallel to each other and are equidistant.

[0011] Preferably, the guide rod rotates around the pivot hole, causing two adjacent guide rods to intersect, thereby aligning the two concrete pile positioning holes.

[0012] Preferably, the guide rods are divided into two groups, one group is thinned in the upper half and the other group is thinned in the lower half; the two groups are staggered on the main body of the guide wall.

[0013] Beneficial effects

[0014] This invention achieves rapid and efficient construction of both plain piles and concrete piles through a modular and standardized construction process. Compared with traditional methods, it significantly improves construction efficiency, shortens the construction period, and reduces construction costs. The staggered positioning method of the guide rods ensures precise engagement between the concrete piles and plain piles, greatly improving construction accuracy. The guide wall design employs a prefabricated, modular, and adjustable structure, facilitating adjustments to the guide rod positions according to construction needs. This design makes the construction process more flexible and better adaptable to complex and changing construction environments. Attached Figure Description

[0015] Other features, objects, and advantages of this invention will become more apparent from the following detailed description of non-limiting embodiments with reference to the accompanying drawings:

[0016] Figure 1 This is a schematic diagram of the guide wall structure of this utility model;

[0017] Figure 2 This is a schematic diagram of the installation structure of the guide wall coordinate system of this utility model;

[0018] Figure 3 This is a schematic diagram of the positioning structure of the concrete pile of this utility model;

[0019] Figure 4 This is a schematic diagram of existing technology. Detailed Implementation

[0020] To make the technical means, creative features, objectives and effects of this utility model easier to understand, the present utility model will be further described below in conjunction with specific embodiments.

[0021] Please see Figures 1-3 This utility model provides a guide wall technical solution for composite interlocking piles under ultra-thick rock geological conditions: including a guide wall body 11, installation holes 12, installation piles 13, positioning holes 14, rotating holes 15, etc.

[0022] Installation pile 13: Installed at the bottom of the guide wall body 11.

[0023] Mounting holes 12: There are several holes that penetrate the guide wall body 11, one of which extends from the guide wall body 11 to the installation pile 13.

[0024] Positioning holes 14 and rotating holes 15: Several of them, arranged in two columns according to a set pattern.

[0025] Guide rods 2 are installed on the positioning holes 14 and 15 using hardware components. The guide rods 2 have plain pile positioning holes 21 and concrete pile positioning holes 22. Furthermore, the guide rods 2 can be made of wood or plastic. During construction, an existing laser vertical positioning module is installed on the existing rotary drilling machine, enabling the machine to accurately locate the center coordinates of the plain pile positioning holes 21 and complete the operation. The guide rods 2 can be rotary-cut together during operation. After the foundation treatment is completed, new guide rods 2 can be replaced. Preferably, the guide rods are divided into two groups: one group is thinned in the upper half, and the other group is thinned in the lower half; the two groups are staggered on the guide wall body. This allows the guide rods 2 to be staggered after selection, thereby enabling the two concrete pile positioning holes 22 to overlap.

[0026] The positioning hole 14 is designed to be hexagonal. In one embodiment, after the hexagonal positioning pin in the hardware component is inserted, the guide rod 2 can be fixed on the guide wall body 11 to prevent the guide rod 2 from shaking during the positioning process.

[0027] The adjacent guide rods are parallel to each other and equidistant. This ensures that each solid pile is also equidistant.

[0028] In one embodiment, installation is performed through the following steps:

[0029] Step 1: Construction Preparation

[0030] Determine the pile location range: Determine the pile location range based on the design drawings.

[0031] Clean up the environment: Remove garbage and obstacles within the area of ​​the pile location.

[0032] Place sample stakes 3: Place two sample stakes 3 within the stake location area for subsequent positioning reference.

[0033] Step 2: Installation of Guide Wall 1

[0034] Drilling: Use a down-the-hole hammer to drill the first hole Q1 in the rock strata.

[0035] Clean the installation slot: Use a rotary drilling machine to clean out the installation slot and install the installation pile 13 into the installation slot.

[0036] Positioning guide wall 1: Take the first hole Q1 as the origin of the component to create a coordinate system. Rotate the guide wall 1 according to the position of the sample pile 3 so that the X-axis of the coordinate system corresponds to one sample pile 3 and the Y-axis is parallel to two sample piles 3.

[0037] Anchoring the positioning pin: Anchor the positioning pin in the first hole Q1, and use a down-the-hole hammer to refer to the installation hole 12 to complete the construction of the remaining second holes Q2, anchor the positioning pin, and complete the fixing of the guide wall 1 to the ground.

[0038] By utilizing laser rangefinders and coordinate system construction technology, the installation position of guide wall 1 is ensured to be accurate. The hardware components on mounting holes 12 and positioning holes 14 are designed to be detachable, which facilitates dismantling after construction and improves construction flexibility.

[0039] Step 3: Positioning and Installation of Plain Pile A

[0040] Install guide rod 2: Install guide rod 2 on the positioning hole 14 and rotating hole 15 using hardware components. Guide rod 2 has a plain pile positioning hole 21 and a concrete pile positioning hole 22. Further, guide rod 2 can be made of wood or plastic. During construction, by setting an existing laser vertical positioning module on an existing rotary drilling machine, the rotary drilling machine can accurately locate the center coordinates of the plain pile positioning hole 21 to complete the operation. During operation, guide rod 2 can be rotary-cut together. After the foundation treatment is completed, a new guide rod 2 can be replaced. Preferably, the guide rod is divided into two groups, one group with a thinning treatment in the upper half and the other group with a thinning treatment in the lower half; the two groups are staggered on the guide wall body; this allows the guide rod 2 to be staggered after selection, thereby enabling the two concrete pile positioning holes 22 to coincide.

[0041] Locate the center of the plain pile Q4: Locate the center of the plain pile Q4 by referring to the coordinates of the center of the plain pile positioning hole 21.

[0042] Foundation treatment: The foundation for the placement of the foundation pile A is completed using a rotary drilling rig and a down-the-hole hammer.

[0043] Complete plain pile A: Complete the construction of plain pile A through casing and steel cage.

[0044] Step 4: Positioning and Installation of Concrete Pile B

[0045] Rotate guide rod 2: Remove the hardware components on the positioning hole 14, allowing guide rod 2 to rotate via rotating hole 15. Interlace two adjacent guide rods 2 so that the concrete pile positioning holes 22 on the guide rods 2 coincide. Then, a wooden pile can be inserted into the coincided concrete pile positioning hole 22, or the hardware components on rotating hole 15 can be tightened with nuts to fix the guide rod 2. By interlacing the guide rods 2, the center Q6 of the concrete pile appears, facilitating the positioning of the existing rotary drilling rig and achieving precise engagement between concrete pile B and plain pile A, thus improving the overall stability and bearing capacity of the pile foundation.

[0046] Locate the center Q6 of the concrete pile: Locate the center Q6 of the concrete pile by referring to the coordinates of the center of the positioning hole 22 of the concrete pile.

[0047] Foundation treatment: The foundation for placing concrete pile B is completed using a rotary drilling rig and down-the-hole hammer.

[0048] Complete concrete pile B: Concrete pile B is constructed using casing and reinforcing cage.

[0049] Step 5: Repeat construction

[0050] Repeat the steps: Repeat the positioning and installation steps of plain pile A and concrete pile B until the interlocking pile construction is completed.

[0051] The foregoing has shown and described the basic principles, main features, and advantages of the present invention. It will be apparent to those skilled in the art that the invention is not limited to the details of the exemplary embodiments described above, and that the invention can be implemented in other specific forms without departing from its spirit or essential characteristics. Therefore, the embodiments should be considered illustrative and non-limiting in all respects, and the scope of the invention is defined by the appended claims rather than the foregoing description. Thus, all variations falling within the meaning and scope of equivalents of the claims are intended to be included within the scope of the invention. No reference numerals in the claims should be construed as limiting the scope of the claims.

[0052] Furthermore, it should be understood that although this specification describes embodiments, not every embodiment contains only one independent technical solution. This narrative style is merely for clarity. Those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.

Claims

1. A guide wall for composite interlocking piles under ultra-thick rock geological conditions, characterized in that: It includes a guide wall body, mounting holes, placement piles, positioning holes, and turning holes; the placement piles are located at the bottom of the guide wall body; there are several mounting holes, all of which penetrate the guide wall body, and one of the mounting holes penetrates from the guide wall body to the placement pile; there are several positioning holes and turning holes, which are arranged in two regular rows. Guide rods are fixed to the positioning holes and rotating holes by hardware components; the guide rods are provided with plain pile positioning holes for positioning plain piles and concrete pile positioning holes for fixing concrete piles.

2. The guide wall for a composite interlocking pile under ultra-thick rock geological conditions according to claim 1, characterized in that: The positioning hole is hexagonal in shape.

3. The guide wall for a composite interlocking pile under ultra-thick rock geological conditions according to claim 1, characterized in that: The rotating hole is circular.

4. The guide wall for a composite interlocking pile under ultra-thick rock geological conditions according to claim 1, characterized in that: The guide rod is made of, but not limited to, wood or plastic.

5. The guide wall for a composite interlocking pile under ultra-thick rock geological conditions according to claim 1, characterized in that: The adjacent guide rods are parallel to each other and are equidistant.

6. The guide wall for a composite interlocking pile under ultra-thick rock geological conditions according to claim 3, characterized in that: The guide rod rotates around the pivot hole, causing two adjacent guide rods to intersect, thereby aligning the two concrete pile positioning holes.

7. The guide wall for a composite interlocking pile under ultra-thick rock geological conditions according to claim 3, characterized in that: The guide rods are divided into two groups, one group is thinned in the upper half and the other group is thinned in the lower half; the two groups are staggered on the main body of the guide wall.

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