Novel floating marker anti-displacement riprap

Abstract

The utility model provides a novel floating sign prevents displacement sinking stone relates to sinking stone technical field, including sinking stone body and connecting ear, the sinking stone body one side evenly is opened and is led the hole no. 1, the sinking stone body bottom evenly is opened and is led the hole no. 2, the bottom inner wall of led the hole no. 2 is fixedly installed with the anti -drop ring. In the utility model, when sinking stone body is put into use, under the water flow impact, the water flow can enter along the led hole no. 1 of sinking stone body one side, and enters led the hole no. 2 along the mutually connected channel, when the water flow flows in led the hole no. 2, will produce a thrust to the sliding block, because the sliding block and the inner wall of led the hole no. 2 are slidingly connected, under the water flow thrust effect, the sliding block will slide in led the hole no. 2, with the sliding block sliding, drives the conical column of bottom to go down, the conical column is limited under the anti -drop ring, inserts the silt of water bottom smoothly, further restricts the displacement of sinking stone body through increasing the friction and the grip of water bottom.

Description

Technical Field

[0001] This utility model relates to the field of sinking stone technology, and in particular to a novel floating marker anti-displacement sinking stone. Background Technology

[0002] In the fields of marine engineering and water transportation, floating markers are frequently used in important scenarios such as waterway marking, maritime boundary demarcation, and underwater facility positioning. Floating markers are connected to sinkers via chains, thus fixing them relatively in place near their designed location. The sinkers serve as a stable foundation and play a crucial role in positioning the floating markers.

[0003] However, traditional boulder sinkers have obvious structural design flaws. When in waters with large waves or rapid currents, the impact of the water flow and waves can easily affect the sinkers, making it difficult for them to maintain stability and causing them to shift. Once the sinkers shift, the floating markers connected to them will also deviate from their intended positions and fail to perform their normal indication and warning functions. In severe cases, this may cause ships to enter dangerous areas and cause maritime traffic accidents. It also brings many safety hazards and operational inconveniences to marine engineering operations. Therefore, improvements are needed. Utility Model Content

[0004] The purpose of this utility model is to solve the problems mentioned in the background art and to propose a new type of floating marker anti-displacement sinking stone.

[0005] To achieve the above objectives, the present invention adopts the following technical solution: a novel floating marker anti-displacement sinking stone, comprising a sinking stone body and a connecting ear, wherein a first guide hole is uniformly and penetratingly opened on one side of the sinking stone body, and a second guide hole is uniformly and penetratingly opened on the bottom of the sinking stone body, an anti-detachment ring is fixedly installed on the bottom inner wall of the second guide hole, a slider is slidably connected to the inner wall of the second guide hole, and a cone column is fixedly installed on the bottom of the slider.

[0006] Preferably, the second guide hole and the first guide hole are interconnected.

[0007] Preferably, the connecting ear is located at the top of the sinker body, and the connecting ear is fixedly connected to the sinker body.

[0008] Preferably, the conical column and the anti-detachment ring are slidably connected.

[0009] Preferably, a reinforcing frame is fitted around the outside of the sinking stone body, and reinforcing cross plates are symmetrically fixed around the perimeter of the reinforcing frame.

[0010] Preferably, the reinforcing frame is fixedly connected to the sinking stone body.

[0011] Compared with the prior art, the advantages and positive effects of this utility model are as follows: 1. In this utility model, when the sinking stone body is put into use, under the impact of water flow, the water flow can enter through the first guide hole on one side of the sinking stone body and enter the second guide hole through the interconnected channel. When the water flow is in the second guide hole, it will generate a thrust on the slider. Since the slider and the inner wall of the second guide hole are slidably connected, the slider will slide in the second guide hole under the action of the water flow thrust. As the slider slides, it drives the bottom cone column to move down. Under the limitation of the anti-detachment ring, the cone column smoothly inserts into the mud and sand at the bottom of the water. By increasing the friction and gripping force with the bottom of the water, the displacement of the sinking stone body is further restricted.

[0012] 2. In this utility model, the reinforcing frame is tightly fitted onto the outside of the sinking stone body and firmly fixed. The integrated structure formed by the two allows the sinking stone body to bear the force of external forces such as water flow and waves. The reinforcing frame can evenly distribute the external force to all parts of the sinking stone body, preventing stress concentration and cracking damage, and effectively enhancing the structural strength. At the same time, the reinforcing horizontal plates symmetrically arranged around the reinforcing frame further expand the stress-bearing area of ​​the sinking stone body and reduce the pressure per unit area. They work together with the reinforcing frame to form a three-dimensional reinforcement network, providing support and protection from multiple directions, and timely transmitting and dispersing external forces from different directions. This ensures that the sinking stone body maintains its structural integrity under complex external force environments, significantly improving its strength and impact resistance. Attached Figure Description

[0013] Figure 1 This utility model presents a schematic diagram of the overall structure of a novel floating marker anti-displacement sinker. Figure 2 A bottom view of the structure of the novel floating marker anti-displacement sinker proposed in this utility model; Figure 3 This utility model presents a cross-sectional structural diagram of a novel floating marker anti-displacement sinker. Figure 4 This utility model proposes a novel floating marker anti-displacement sinking stone. Figure 3 Enlarged view of point A in the middle; Figure 5 This utility model presents a partial structural diagram of a novel floating marker anti-displacement sinking stone.

[0014] Legend: 1. Boulder body; 2. Connecting ear; 3. Guide hole one; 4. Guide hole two; 5. Anti-detachment ring; 6. Sliding block; 7. Conical column; 8. Reinforcing frame; 9. Reinforcing horizontal plate. Detailed Implementation

[0015] To better understand the above-mentioned objectives, features, and advantages of this utility model, the present utility model will be further described below with reference to the accompanying drawings and embodiments. It should be noted that, unless otherwise specified, the embodiments and features described in these embodiments can be combined with each other.

[0016] Many specific details are set forth in the following description in order to provide a full understanding of the present invention. However, the present invention may also be implemented in other ways different from those described herein. Therefore, the present invention is not limited to the specific embodiments disclosed in the following specification.

[0017] Example 1: As Figures 1-4 As shown, this utility model provides a technical solution: a novel floating marker anti-displacement sinker, including a sinker body 1 and a connecting ear 2. A first guide hole 3 is uniformly opened through one side of the sinker body 1, and a second guide hole 4 is uniformly opened through the bottom of the sinker body 1. An anti-detachment ring 5 is fixedly installed on the inner wall of the bottom of the second guide hole 4. A slider 6 is slidably connected to the inner wall of the second guide hole 4. A cone 7 is fixedly installed at the bottom of the slider 6. The second guide hole 4 and the first guide hole 3 are interconnected. The connecting ear 2 is located at the top of the sinker body 1 and is fixedly connected to the sinker body 1. The cone 7 is slidably connected to the anti-detachment ring 5.

[0018] In this embodiment, when the sinking stone body 1 is put into use, under the impact of water flow, the water flow can enter along the guide hole 3 on one side of the sinking stone body 1 and enter the guide hole 4 through the interconnected channels. When the water flow is in the guide hole 4, it will generate a thrust on the slider 6. Since the slider 6 is slidably connected to the inner wall of the guide hole 4, the slider 6 will slide in the guide hole 4 under the action of the water flow thrust. As the slider 6 slides, it drives the bottom cone 7 to move down. Under the limitation of the anti-detachment ring 5, the cone 7 smoothly inserts into the mud and sand at the bottom of the water. By increasing the friction and grip with the bottom of the water, the displacement of the sinking stone body 1 is further restricted.

[0019] Example 2: As Figure 1 and Figure 5 As shown, a reinforcing frame 8 is fitted around the outside of the sinking stone body 1, and reinforcing horizontal plates 9 are symmetrically fixed around the reinforcing frame 8. The reinforcing frame 8 is fixedly connected to the sinking stone body 1.

[0020] In this embodiment, the reinforcing frame 8 is tightly fitted and firmly fixed to the outside of the sinking stone body 1. The integrated structure formed by the two allows the sinking stone body 1 to bear the force of external forces such as water flow and waves. The reinforcing frame 8 can evenly distribute the external force to all parts of the sinking stone body 1, preventing stress concentration and cracking damage, and effectively enhancing the structural strength. At the same time, the reinforcing horizontal plates 9 symmetrically arranged around the reinforcing frame 8 further expand the stress-bearing area of ​​the sinking stone body 1 and reduce the pressure per unit area. They work together with the reinforcing frame 8 to form a three-dimensional reinforcement network, providing support and protection from multiple directions, and timely transmitting and dispersing external forces from different directions, ensuring that the sinking stone body 1 maintains structural integrity under complex external force environments, and significantly improving its strength and impact resistance.

[0021] The working principle of this embodiment is as follows: When the new floating marker anti-displacement sinker is put into use, under the impact of water flow, the water flow can enter through the guide hole 3 on one side of the sinker body 1 and enter the guide hole 4 through the interconnected channels. When the water flows in the guide hole 4, it will generate a thrust on the slider 6. Since the slider 6 is slidably connected to the inner wall of the guide hole 4, the slider 6 will slide in the guide hole 4 under the action of the water flow thrust. As the slider 6 slides, it drives the bottom cone 7 to move down. Under the limit of the anti-detachment ring 5, the cone 7 smoothly inserts into the mud and sand at the bottom of the water. By increasing the friction and gripping force with the bottom of the water, the displacement of the sinker body 1 is further restricted. Furthermore, the reinforcing frame 8 is tightly fitted onto the outside of the sinking stone body 1 and firmly fixed. The integrated structure formed by the two allows the sinking stone body 1 to bear the force of external forces such as water flow and waves. The reinforcing frame 8 can evenly distribute the external force to all parts of the sinking stone body 1, preventing stress concentration and cracking damage, and effectively enhancing the structural strength. At the same time, the reinforcing horizontal plates 9 symmetrically arranged around the reinforcing frame 8 further expand the stress-bearing area of ​​the sinking stone body 1 and reduce the pressure per unit area. They work together with the reinforcing frame 8 to form a three-dimensional reinforcement network, providing support and protection from multiple directions, and timely transmitting and dispersing external forces from different directions. This ensures that the sinking stone body 1 maintains structural integrity under complex external force environments, significantly improving its strength and impact resistance.

[0022] The above description is merely a preferred embodiment of the present utility model and is not intended to limit the present utility model in any other way. Any person skilled in the art may make changes or modifications to the above-disclosed technical content to create equivalent embodiments for application in other fields. However, any simple modifications, equivalent changes, and modifications made to the above embodiments based on the technical essence of the present utility model without departing from the technical solution of the present utility model shall still fall within the protection scope of the technical solution of the present utility model.

Claims

1. A novel floating marker anti-displacement sinker, comprising a sinker body (1) and a connecting lug (2), characterized in that: A guide hole 1 (3) is uniformly opened through one side of the sinking stone body (1), and a guide hole 2 (4) is uniformly opened through the bottom of the sinking stone body (1). An anti-detachment ring (5) is fixedly installed on the bottom inner wall of the guide hole 2 (4), and a slider (6) is slidably connected to the inner wall of the guide hole 2 (4). A cone column (7) is fixedly installed at the bottom of the slider (6).

2. The novel floating marker anti-displacement sinking stone according to claim 1, characterized in that: The second guide hole (4) is connected to the first guide hole (3).

3. The novel floating marker anti-displacement sinking stone according to claim 1, characterized in that: The connecting ear (2) is located at the top of the sinking stone body (1), and the connecting ear (2) is fixedly connected to the sinking stone body (1).

4. The novel floating marker anti-displacement sinking stone according to claim 1, characterized in that: The cone (7) is slidably connected to the anti-detachment ring (5).

5. The novel floating marker anti-displacement sinking stone according to claim 1, characterized in that: The outer side of the sinking stone body (1) is fitted with a reinforcing frame (8), and reinforcing horizontal plates (9) are symmetrically fixed around the reinforcing frame (8).

6. The novel floating marker anti-displacement sinking stone according to claim 5, characterized in that: The reinforcing frame (8) is fixedly connected to the sinking stone body (1).

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