Herringbone frame slope protection structure

Abstract

This utility model discloses a herringbone-shaped frame slope protection structure, relating to the field of slope construction technology. The utility model includes foundation piles arranged along the inclined direction of the slope, with a reinforcing mechanism between adjacent foundation piles. The reinforcing mechanism includes a first straight pile and a second straight pile respectively connected to the foundation piles. The ends of the first and second straight piles are connected away from the foundation piles, forming a herringbone structure with the tops facing upwards between adjacent foundation piles. The top surfaces of the first and second straight piles are inclined, and each top surface of the first and second straight piles has a first drainage channel extending along its main body. A second drainage channel extending along its main body is constructed on the foundation piles, and the first and second drainage channels are connected. This addresses the problem that existing herringbone-shaped frames are prone to water accumulation at the frame location after rain, increasing the risk of slope collapse.

Description

Technical Field

[0001] This utility model relates to the field of earth slope construction technology, specifically, a herringbone frame slope protection structure. Background Technology

[0002] The herringbone frame slope protection structure is an engineering measure widely used in slope protection. Its main feature is that it enhances the stability of the slope by setting up a herringbone-shaped reinforced concrete or precast block frame.

[0003] However, existing herringbone-shaped slope protection structures generally have the problem that the end of each herringbone frame facing the top of the slope is prone to water accumulation. As a result, after long-term use, the soil on the slope where it connects to the frame dries more slowly. This can easily lead to the soil on the upper side drying out faster while the soil on the lower side is still wet, thus posing a risk of slope collapse. Utility Model Content

[0004] The purpose of this utility model is to provide a herringbone frame slope protection structure to solve the problem that existing herringbone frames are prone to water accumulation at the frame location after rain, which increases the risk of slope collapse.

[0005] To solve the above problems, the present invention adopts the following technical means:

[0006] A herringbone-shaped frame slope protection structure includes foundation piles arranged along the inclined direction of the slope. A reinforcing mechanism is provided between two adjacent foundation piles. The reinforcing mechanism includes a first straight pile and a second straight pile respectively connected to the foundation piles. The ends of the first straight pile and the second straight pile are connected away from the foundation piles, and the connection of the first straight pile and the second straight pile forms a herringbone structure with the top facing upward between the two adjacent foundation piles. The top surfaces of the first straight pile and the second straight pile are inclined structures. The top surfaces of the first straight pile and the second straight pile are each constructed with a first drainage groove extending along the main body. A second drainage groove is constructed on the foundation pile and extends along its main body. The first drainage groove and the second drainage groove are connected.

[0007] Preferably, one end of the first straight pile is fixedly connected to the foundation pile, the other end of the first straight pile is used to connect to the second straight pile, and the end of the first straight pile used to connect to the second straight pile extends upward along the slope of the ramp.

[0008] Furthermore, one end of the second straight pile is fixedly connected to the foundation pile, the other end of the second straight pile is used to connect to the first straight pile, and the end of the second straight pile used to connect to the first straight pile extends upward along the slope of the ramp.

[0009] Furthermore, the top surfaces of the first and second straight piles are connected to the slope of the ramp on the side facing the top of the ramp, and the top surfaces of the first and second straight piles are separated from the slope of the ramp on the side facing away from the top of the ramp. The side of the first and second straight piles facing away from the top of the ramp is provided with a raised part that is separated from the slope.

[0010] Furthermore, the first drainage ditch is a ditch with a wedge-shaped longitudinal section, and the bottom surface of the first drainage ditch is connected to the top surface of the first straight pile or the second straight pile, with the connecting end facing the top side of the slope.

[0011] This utility model has the following beneficial effects during use:

[0012] The reinforcement structure, formed by the first and second straight piles in a herringbone shape, allows rainwater to accumulate at the junction of the piles and the slope after rainfall. This is guided downwards by the inclined structure on the top surfaces of the piles, preventing significant water accumulation at this junction. Furthermore, to prevent the guided water from flowing further down to the next herringbone reinforcement structure, a first drainage channel on the top surfaces of the piles directs the water into a second drainage channel, from which it is then discharged. This not only prevents rainwater accumulation but also effectively avoids all rainwater flowing downhill during rainfall, reducing the risk of mudslides on the slope. Attached Figure Description

[0013] Figure 1 This is a schematic diagram of the structure of this utility model.

[0014] Figure 2 This is a cross-sectional structural diagram of the present invention.

[0015] Among them, 1-foundation pile, 2-first straight pile, 3-second straight pile, 4-first drainage ditch, 5-second drainage ditch, 6-lifting part. Detailed Implementation

[0016] 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.

[0017] 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.

[0018] 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.

[0019] 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.

[0020] 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.

[0021] 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.

[0022] Please refer to Figure 1 and Figure 2As shown, a herringbone-shaped frame slope protection structure includes foundation piles 1 arranged along the inclined direction of the slope. A reinforcing mechanism is provided between two adjacent foundation piles 1. The reinforcing mechanism includes a first straight pile 2 and a second straight pile 3 respectively connected to the foundation piles 1. The ends of the first straight pile 2 and the second straight pile 3 away from the foundation piles 1 are connected, and the connection of the first straight pile 2 and the second straight pile 3 forms a herringbone structure with the top facing upward between two adjacent foundation piles 1. The top surfaces of the first straight pile 2 and the second straight pile 3 are inclined structures. The top surfaces of the first straight pile 2 and the second straight pile 3 are each constructed with a first drainage ditch 4 extending along the main body. A second drainage ditch 5 extending along the main body is constructed on the foundation pile 1. The first drainage ditch 4 and the second drainage ditch 5 are connected.

[0023] In this way, the A-shaped reinforcement structure formed by the first straight pile 2 and the second straight pile 3 allows rainwater accumulated at the junction of the first and second straight piles and the slope to flow downwards under the guidance of the inclined structure on the top surface of the first and second straight piles 2 and 3, thus preventing a large amount of rainwater from accumulating at this junction. Furthermore, to prevent the downward-guided water from flowing to the next A-shaped reinforcement structure, a first drainage ditch 4 located on the top surface of the first and second straight piles 2 and 3 directs the guided water into a second drainage ditch 5, allowing the water to drain out. This not only enables the reinforcement structure to prevent rainwater accumulation but also effectively prevents all rainwater from flowing downwards along the slope during rainfall, reducing the risk of mudslides on the slope.

[0024] Specifically, one end of the first straight pile 2 is fixedly connected to the foundation pile 1, and the other end of the first straight pile 2 is used to connect to the second straight pile 3, and the end of the first straight pile 2 used to connect to the second straight pile 3 extends upward along the slope of the ramp.

[0025] Furthermore, one end of the second straight pile 3 is fixedly connected to the foundation pile 1, and the other end of the second straight pile 3 is used to connect to the first straight pile 2, and the end of the second straight pile 3 used to connect to the first straight pile 2 extends upward along the slope of the ramp.

[0026] Meanwhile, regarding the aforementioned inclined structure, the top surfaces of the first straight pile 2 and the second straight pile 3 are connected to the slope surface on the side facing the top of the slope, and the top surfaces of the first straight pile 2 and the second straight pile 3 are separated from the slope surface on the side facing away from the top of the slope. The side of the first straight pile 2 and the second straight pile 3 facing away from the top of the slope is provided with a lifting part 6 that is separated from the slope surface.

[0027] In order to allow rainwater to enter the first drainage ditch 4 more effectively, the first drainage ditch 4 is a ditch with a wedge-shaped longitudinal section. The bottom surface of the first drainage ditch 4 is connected to the top surface of the first straight pile 2 or the second straight pile 3, and the connecting end is set towards the top side of the slope.

[0028] 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 herringbone skeleton revetment structure, characterized by, The structure includes foundation piles (1) arranged along the inclined direction of the slope. A reinforcing mechanism is provided between two adjacent foundation piles (1). The reinforcing mechanism includes a first straight pile (2) and a second straight pile (3) respectively connected to the foundation piles (1). The first straight pile (2) and the second straight pile (3) are connected at the ends away from the foundation piles (1). The first straight pile (2) and the second straight pile (3) are connected to form a herringbone structure with the top facing upward between two adjacent foundation piles (1). The top surfaces of the first straight pile (2) and the second straight pile (3) are inclined. The top surfaces of the first straight pile (2) and the second straight pile (3) are each constructed with a first drainage ditch (4) extending along the main body. A second drainage ditch (5) extending along the main body is constructed on the foundation pile (1). The first drainage ditch (4) and the second drainage ditch (5) are connected.

2. The herringbone armature revetment structure according to claim 1, wherein One end of the first straight pile (2) is fixedly connected to the foundation pile (1), and the other end of the first straight pile (2) is used to connect to the second straight pile (3). The end of the first straight pile (2) used to connect to the second straight pile (3) extends upward along the slope of the ramp.

3. The herringbone-shaped frame slope protection structure according to claim 1 or 2, characterized in that, One end of the second straight pile (3) is fixedly connected to the foundation pile (1), and the other end of the second straight pile (3) is used to connect to the first straight pile (2). The end of the second straight pile (3) used to connect to the first straight pile (2) extends upward along the slope of the ramp.

4. The herringbone-shaped frame slope protection structure according to claim 1, characterized in that, The top surfaces of the first straight pile (2) and the second straight pile (3) are connected to the slope of the ramp on the side facing the top of the ramp. The top surfaces of the first straight pile (2) and the second straight pile (3) are separated from the slope of the ramp on the side facing away from the top of the ramp. The side of the first straight pile (2) and the second straight pile (3) facing away from the top of the ramp has a raised part (6) that is separated from the slope.

5. The herringbone-shaped frame slope protection structure according to claim 1, characterized in that, The first drainage trough (4) is a trough with a wedge-shaped longitudinal section. The bottom surface of the first drainage trough (4) is connected to the top surface of the first straight pile (2) or the second straight pile (3), and the connecting end is set towards the top side of the slope.

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