A convenient spiral anchor control pile and a preparation device thereof

Abstract

The utility model discloses a convenient spiral anchor control stake and preparation facilities thereof relates to survey control point optimization technical field, the utility model discloses an anchoring rod, the first side coaxial installation of anchoring rod along the axial direction has anchoring screw leaf, the second side coaxial installation of anchoring rod along the axial direction has the locating bearing platform, and the anchoring rod is located the locating mark part is structured with the side of locating bearing platform relative to anchoring screw leaf, to realize the purpose of reducing the transportation and landfill pressure of on -the -spot survey personnel, and the artificial cost and material consumption are reduced significantly.

Description

Technical Field

[0001] This utility model relates to the field of measurement control point optimization technology, specifically, a convenient spiral anchor control pile and its preparation device. Background Technology

[0002] With the increasing workload of engineering projects, the large volume and weight of traditional surveying control piles have placed a significant burden on on-site surveyors in terms of transportation and burial. Therefore, we propose a spiral anchor control pile.

[0003] The prior art disclosed in CN 113982029 A, "Assembled and Combined Spiral Anchor Foundation and its Construction Method", describes a device that is widely used in the field of engineering design and construction. It is a new type of foundation, but it is used when it is inconvenient and control points cannot be measured. Utility Model Content

[0004] The purpose of this invention is to provide a convenient spiral anchor control pile and its preparation device, so as to reduce the transportation and burial pressure on on-site survey personnel, and to significantly reduce labor costs and material consumption.

[0005] To achieve the above objectives, the present invention employs the following technical means:

[0006] A convenient spiral anchor control pile includes an anchor rod, an anchoring screw blade coaxially mounted on a first side of the anchor rod along the axial direction, a positioning platform coaxially mounted on a second side of the anchor rod along the axial direction, and a positioning mark portion constructed on the side of the positioning platform relative to the anchoring screw blade.

[0007] Preferably, the positioning support includes a concrete block that is coupled to the anchor rod, and the outer wall of the concrete block is covered with a shaping tube, which is coaxially arranged with the anchor rod.

[0008] Furthermore, the diameter of the shaping tube is 5-10cm, and the height of the shaping tube is 5-10cm.

[0009] Furthermore, the bottom end of the positioning platform is located above the top end of the anchoring screw.

[0010] This application relates to a convenient spiral anchor control pile, which has the following beneficial effects during use:

[0011] The anchor rod is driven into the soil using a wrench or hand-held impact drill, burying the upper positioning platform. The protruding part of the anchor rod above the positioning platform serves as a positioning marker. Construction is fast and suitable for various soil conditions, performing particularly well in soft and sandy soil layers. Compared to traditional control piles, it significantly reduces labor costs and material consumption. The device itself is simple in structure, lightweight, and easy to construct, with advantages such as low on-site construction intensity and short time. It does not require large-scale excavation and does not affect the surrounding environment or vegetation. It is quick and lightweight. The diameter and length of the lower spiral anchor can be changed according to the hardness of the soil. It solves the problems of large size, heavy weight, and inconvenience of on-site excavation and burial associated with traditional control piles.

[0012] Furthermore, in order to manufacture the aforementioned convenient spiral anchor control pile, this application also relates to a preparation device, including a support plate with an annular groove, the support plate being horizontally arranged, the support plate having a positioning hole extending along the axis of the annular groove, the positioning hole being used to pass through the positioning mark portion, and the arcuate groove being used to coaxially embed the shaping tube.

[0013] Furthermore, the depth of the positioning hole is set to be the same as the length of the positioning mark portion.

[0014] Thus, with the preparation device involved in this application, when preparing the helical anchor control pile, the anchor rod can be inverted so that the positioning mark part of the anchor rod is inserted into the positioning hole. Then, the shaping tube is embedded into the annular groove, and concrete is poured into the shaping tube. After the concrete has solidified, the entire device can be removed. This not only ensures the coaxial arrangement of the shaping tube and the anchor rod, but also allows for the setting of helical anchor control piles with positioning mark parts of different lengths as needed, depending on the different depths of the positioning hole. Attached Figure Description

[0015] Figure 1 This is a schematic diagram of the structure of this utility model.

[0016] Figure 2 This is a schematic diagram of the structure of the convenient spiral anchor control pile preparation device of this utility model.

[0017] Among them, 1-anchor rod, 2-anchor screw, 3-concrete block, 4-shaping tube, 5-positioning mark, 6-annular groove, 7-support plate, and 8-positioning hole. Detailed Implementation

[0018] To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, not all embodiments. The components of the embodiments of this utility model described and shown in the accompanying drawings can typically be arranged and designed in various different configurations.

[0019] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely to illustrate selected embodiments of the invention. All other embodiments obtained by those skilled in the art based on the embodiments of the present invention without inventive effort are within the scope of protection of the present invention.

[0020] It should be noted that, where there is no conflict, the embodiments and features in the embodiments of this utility model can be combined with each other.

[0021] It should be noted that similar labels and letters in the following figures indicate similar items. Therefore, once an item is defined in one figure, it does not need to be further defined and explained in subsequent figures.

[0022] In the description of this utility model, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, or the orientation or positional relationship commonly used when the product of this utility model is in use, or the orientation or positional relationship commonly understood by those skilled in the art. They are only used for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model. In addition, the terms "first," "second," etc., are only used to distinguish descriptions and should not be construed as indicating or implying relative importance.

[0023] In the description of this utility model, it should also be noted that, unless otherwise explicitly specified and limited, the terms "set," "install," "connect," and "link" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0024] Please refer to Figure 1 and Figure 2 As shown, a convenient spiral anchor control pile includes an anchor rod 1, an anchoring screw 2 coaxially mounted on a first side of the anchor rod 1 along the axial direction, a positioning platform coaxially mounted on a second side of the anchor rod 1 along the axial direction, and a positioning mark portion constructed on the side of the anchor rod 1 relative to the anchoring screw 2 on the positioning platform.

[0025] In this way, the anchor rod 1 is screwed into the soil using a wrench or hand-held impact drill, burying the upper positioning platform, and the protruding part of the anchor rod 1, which is reserved above the positioning platform, serves as a positioning mark. Construction is fast and suitable for various soil conditions, performing particularly well in soft and sandy soil layers. Compared to traditional control piles, it significantly reduces labor costs and material consumption. The device itself is simple in structure, lightweight, and easy to construct, with advantages such as low on-site construction intensity and short time. It does not require large-scale excavation and does not affect the surrounding environment or vegetation. It is quick and lightweight. The diameter and length of the lower spiral anchor can be changed according to the hardness of the soil layer. It solves the problems of traditional control piles being large in size, heavy, and inconvenient for on-site excavation.

[0026] Furthermore, the positioning support includes a concrete block 3 that is coupled with the anchor rod 1, and the outer wall of the concrete block 3 is covered with a shaping tube 4, which is coaxially arranged with the anchor rod 1.

[0027] Furthermore, the diameter of the shaping tube 4 is 5-10cm, and the height of the shaping tube 4 is 5-10cm.

[0028] Specifically, the bottom end of the positioning platform is located above the top end of the anchoring screw 2.

[0029] In addition, a aforementioned convenient spiral anchor control pile preparation device includes a support plate 7 with an annular groove 6. The support plate 7 is horizontally arranged and has a positioning hole 8 that passes through the axis of the annular groove 6. The positioning hole 8 is used to pass through the positioning mark part 5, and the arc-shaped groove is used to coaxially embed the shaping tube 4.

[0030] Thus, for the preparation device involved in this application, when preparing the helical anchor control pile, the anchor rod 1 can be inverted so that the positioning mark part 5 of the anchor rod 1 is inserted into the positioning hole 8. Then, the shaping tube 4 is embedded into the annular groove 6, and concrete is poured into the shaping tube 4. After the concrete has solidified, the entire device can be removed. This not only ensures that the shaping tube 4 and the anchor rod 1 are coaxially arranged, but also allows for the setting of helical anchor control piles with different lengths of positioning mark parts 5 according to different depths of the positioning hole 8.

[0031] Furthermore, the depth of the positioning hole 8 is set to be the same as the length of the positioning mark part 5.

[0032] Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

Claims

1. A convenient spiral anchor control pile, characterized in that, It includes an anchor rod (1), on which an anchor screw (2) is coaxially mounted on a first side along the axial direction, and on which a positioning platform is coaxially mounted on a second side along the axial direction. The anchor rod (1) has a positioning mark (5) on the side of the positioning platform relative to the anchor screw (2).

2. The convenient spiral anchor control pile according to claim 1, characterized in that, The positioning platform includes a concrete block (3) that is combined with the anchor rod (1). The outer wall of the concrete block (3) is covered with a shaping tube (4), and the shaping tube (4) is coaxially arranged with the anchor rod (1).

3. The convenient spiral anchor control pile according to claim 2, characterized in that, The diameter of the shaping tube (4) is 5~10cm and the height of the shaping tube (4) is 5~10cm.

4. The convenient spiral anchor control pile according to claim 1, characterized in that, The bottom end of the positioning platform is located above the top end of the anchoring screw (2).

5. A convenient spiral anchor control pile preparation device according to any one of claims 2 to 4, characterized in that, The support plate (7) includes a support plate (7) with an annular groove (6) and is horizontally arranged. The support plate (7) has a positioning hole (8) that passes through the axis of the annular groove (6). The positioning hole (8) is used to pass through the positioning mark part (5). The annular groove (6) is used to coaxially embed the shaping tube (4).

6. The preparation apparatus according to claim 5, characterized in that, The depth of the positioning hole (8) is set to be the same as the length of the positioning mark part (5).

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