Riverway slope protection structure

Abstract

The utility model discloses a riverway slope protection structure, including a plurality of anchor, a plurality of anchor is fixed on the riverway slope body in matrix form, a plurality of support rods, every support rod fixed connection is in a plurality of anchor of same column, a plurality of support rods are parallel and along the slope face inclined extension, a plurality of slope protection module, the slope protection module is the prefabricated part, the slope protection module is installed between two adjacent support rods and can slide along it, a plurality of locking rods, the locking rod is set in the upside of support rod, and the locking rod is equipped with the connecting piece between the support rod, and the connecting piece is passed between adjacent slope protection module, and this device has higher integrity, and the quick construction and maintenance are convenient.

Description

Technical Field

[0001] This utility model relates to a riverbank protection structure. Background Technology

[0002] Existing riverbank protection structures mostly employ traditional methods such as masonry, cast-in-place concrete, or eco-friendly grass pavers. While these traditional techniques can provide some degree of slope protection, they still have many shortcomings:

[0003] First, traditional slope protection structures have poor overall integrity, lacking effective mechanical connections and collaborative working mechanisms between their components. Once uneven settlement occurs on the slope, it can easily lead to cracks, fractures, or even local collapses in the slope protection surface, seriously affecting the long-term stability and protective effect of the slope.

[0004] Secondly, the construction process is complicated, relying on a large amount of on-site manpower and wet work. Not only is the construction period long, but it is also significantly affected by external factors such as weather and terrain, making it difficult to accurately control the construction quality.

[0005] Furthermore, the maintenance and partial replacement of traditional slope protection structures are extremely difficult. Once a part is damaged, it often requires extensive demolition and reconstruction, resulting in high repair costs and the potential for secondary damage to the surrounding completed slope surface.

[0006] Therefore, there is an urgent need for a riverbank protection structure that has higher integrity and is easy to construct and maintain quickly. Utility Model Content

[0007] The technical problem to be solved by this utility model is to provide a riverbank protection structure with higher integrity and easier rapid construction and maintenance.

[0008] To solve the above problems, the present invention adopts the following technical solution:

[0009] A riverbank protection structure, comprising:

[0010] Multiple anchors, wherein the multiple anchors are fixed to the river slope in a matrix form;

[0011] Multiple support rods, each of which is fixedly connected to multiple anchors in the same row, and the multiple support rods are parallel to each other and extend inclined along the slope.

[0012] Multiple slope protection modules, wherein the slope protection modules are prefabricated components, and the slope protection modules are installed between two adjacent support rods and can slide along them;

[0013] Multiple locking rods are provided, which are positioned directly above the support rods. A connector is provided between the locking rods and the support rods, and the connector passes between adjacent slope protection modules.

[0014] Preferably, a planting trough is provided in the middle of the slope protection module, and the planting trough runs vertically through the entire structure.

[0015] Preferably, the end of the slope protection module facing the bottom of the slope is provided with a mating end, and the end of the slope protection module away from the mating end is provided with a mating groove.

[0016] Preferably, the mating end is circular or V-shaped.

[0017] When a circular mating end is used, its curvature is less than 1π.

[0018] Preferably, the slope protection module has protrusions on its left and right sides, with two or more protrusions on each side. Adjacent protrusions on the same side form an installation space, and the connector passes through the installation space. The thickness of the protrusions is less than the thickness of the slope protection module, so that two horizontally adjacent slope protection modules form an upper installation groove and a lower installation groove through the combination of protrusions. The support rod is installed in the lower installation groove, and the locking rod is installed in the upper installation groove.

[0019] Preferably, the anchor is a cast-in-place concrete pile, and an expansion bolt is fitted between the support rod and the anchor. The support rod is a hollow rod with a stepped hole machined at its top for mounting the expansion bolt.

[0020] Preferably, a threaded hole is machined at the upper end of the support rod corresponding to the position of the installation space, the connector is a long screw, the lower end of the connector is screwed into the threaded hole, and after the connector is screwed in, it limits the sliding of the protrusion along the support rod.

[0021] The beneficial effects of this utility model are:

[0022] Modular design and rapid construction: The slope protection modules are prefabricated in the factory, ensuring quality control and easy on-site installation, which greatly improves construction efficiency.

[0023] Adaptability to deformation: Through the cooperation of the mating end and the mating groove, as well as the sliding support structure, the slope protection system can adapt to uneven settlement of the slope and avoid overall damage; at the same time, with the support rod at the bottom and the anchor, the integrity of the slope protection is increased and local settlement and collapse are avoided.

[0024] Eco-friendly: The planting trough design promotes vegetation growth and enhances the ecological function of the slope protection and soil and water conservation.

[0025] Stable and adjustable structure: It adopts a dual fixing mechanism of support rods and locking rods, and the clamping force can be adjusted through connectors to ensure that the slope protection module is firmly installed and easy to maintain and adjust later.

[0026] Durability and economy: The main components are made of concrete and metal materials, which are corrosion resistant, have a long service life, and reduce long-term maintenance costs. Attached Figure Description

[0027] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0028] Figure 1 This is a schematic diagram of the device;

[0029] Figure 2 Structural diagram of the slope protection module (I);

[0030] Figure 3 Structural diagram of the slope protection module (II);

[0031] Figure 4 This is a schematic diagram of the combined slope protection modules;

[0032] Figure 5 This is a magnified view of point A;

[0033] Figure 6 This is a magnified view of point B.

[0034] In the diagram: 1-Anchor; 2-Support rod; 21-Stepped hole; 22-Threaded hole; 3-Slope protection module; 31-Planting trough; 32-Matching end; 33-Matching groove; 34-Protrusion; 341-Upper mounting groove; 342-Lower mounting groove; 35-Installation space; 4-Locking rod; 5-Connector. Detailed Implementation

[0035] All features disclosed in this specification, or all steps in all disclosed methods or processes, may be combined in any way, except for mutually exclusive features and / or steps.

[0036] Any feature disclosed in this specification (including any appended claims, abstract, and drawings) may be replaced by other equivalent or similar features for a similar purpose, unless specifically stated otherwise. That is, unless specifically stated otherwise, each feature is merely one example of a series of equivalent or similar features.

[0037] In the description of this utility model, it should be understood that the terms "one end", "the other end", "outer side", "upper", "inner side", "horizontal", "coaxial", "center", "end", "length", "outer end", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings. They are only 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.

[0038] Furthermore, in the description of this utility model, "multiple" means at least two, such as two, three, etc., unless otherwise explicitly specified.

[0039] In this utility model, unless otherwise explicitly specified and limited, the terms "set," "socket," "connect," "through," and "plug-in" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; 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; they can refer to the internal communication of two components or the interaction between two components, unless otherwise explicitly limited. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0040] See Figure 1 The riverbank protection structure shown includes:

[0041] Multiple anchors 1 are fixed to the riverbank slope in a matrix manner;

[0042] Multiple support rods 2, each of the support rods 2 is fixedly connected to multiple anchors 1 in the same row, and the multiple support rods 2 are parallel to each other and extend inclined along the slope.

[0043] Multiple slope protection modules 3, wherein the slope protection module 3 is a prefabricated component, and the slope protection module 3 is installed between two adjacent support rods 2 and can slide along them;

[0044] Multiple locking rods 4 are provided, which are positioned directly above the support rod 2. A connector 5 is provided between the locking rod 4 and the support rod 2, and the connector 5 passes between adjacent slope protection modules 3.

[0045] Support rod 2 and locking rod 4 are made of galvanized steel.

[0046] See Figure 2 As shown, a planting trough 31 is provided in the middle of the slope protection module 3, and the planting trough 31 is vertically penetrating.

[0047] The planting trough 31 can be filled with topsoil, and then plants with well-developed root systems can be planted. The extension of the plant roots will further increase the strength of the slope protection.

[0048] See Figure 2 and Figure 3 As shown, the slope protection module 3 has a mating end 32 at the end facing the bottom of the slope, and a mating groove 33 at the end away from the mating end 32.

[0049] See Figure 2 and Figure 3 As shown, the mating end 32 is circular or V-shaped.

[0050] See Figure 3 As shown, when a circular mating end 32 is used, its radian is less than 1π.

[0051] The above technical solution adopts a design of mating end 32 and mating groove 33. When the slope protection module 3 slides down, two adjacent slope protection modules 3 can be locked by inserting the mating end 32 into the mating groove 33.

[0052] See Figures 1 to 6 As shown, the slope protection module 3 has protrusions 34 on its left and right sides, with two or more protrusions 34 on each side. The protrusions 34 and the slope protection module 3 are integrally cast. An installation space 35 is formed between adjacent protrusions 34 on the same side. The size of the installation space 35 is larger than the size of the connector 5 so that the connector 5 can pass through the installation space 35. The thickness of the protrusions 34 is less than the thickness of the slope protection module 3, so that two horizontally adjacent slope protection modules 3 form an upper installation groove 341 and a lower installation groove 342 through the combination of protrusions 34. The support rod 2 is installed in the lower installation groove 342, and the locking rod 4 is installed in the upper installation groove 341.

[0053] In the above technical solution, the support rod 2 and the locking groove 4 are positioned in the lower and upper mounting grooves respectively, thus restricting the lateral displacement of the slope protection module 3 after installation. Tightening the connector 5 increases the downward pressure of the locking rod 4, completing the clamping of the slope protection module 3.

[0054] Meanwhile, the connector 5 passes through the installation space 35, restricting the sliding of the protrusion 34 along the support rod 2.

[0055] See Figure 5 As shown, the anchor 1 is a concrete cast-in-place pile, and the support rod 2 is fitted with an expansion bolt between it and the anchor 1. The support rod 2 is a hollow rod with a stepped hole 21 for mounting the expansion bolt at its top.

[0056] The upper end of the stepped hole 21 is the large diameter part, and the lower end is the small diameter part. The threaded part of the expansion bolt is inserted into the support rod 2 (the support rod is a hollow rod) through the small diameter part of the stepped hole 21. Then, the nut of the expansion bolt is installed through the large diameter part of the stepped hole 21. After the nut is tightened, the support rod 2 and the anchor 1 are fixed. After the above fixing is completed, the upper surface of the support rod 2 is a smooth surface, which makes it convenient for the slope protection module 3 to slide down along the support rod 2 when installing the slope protection module 3.

[0057] See Figure 5 As shown, a threaded hole 22 is machined at the upper end of the support rod 2 at the position corresponding to the installation space 35. The connector 5 is a long screw. The lower end of the connector 5 is screwed into the threaded hole 22. After the connector 5 is screwed in, it limits the sliding of the protrusion 34 along the support rod 2.

[0058] During construction, the slope surface is first leveled and compacted using equipment. Then, anchors 1 are arranged in a matrix on the riverbank slope. Next, support rods 2 are installed and fixed to the anchors 1 in the same row using expansion bolts. Then, slope protection modules 3 are slidably installed along the support rods 2 from top to bottom, so that the mating ends 32 of adjacent modules are inserted into the mating grooves 33 to achieve longitudinal interlocking. Next, locking rods 4 are placed in the upper mounting grooves 341, and connectors 5 are screwed into the threaded holes 22 of the support rods 2. By adjusting the tightness of connectors 5, locking rods 4 are tightened, thereby clamping the slope protection modules 3. This ultimately forms a structurally stable, ecologically sound, and deformation-adaptable slope protection system.

[0059] It should be noted that, with the support of the support rod 2, the bottom of the slope protection module 3 is slightly higher than the slope surface, so that the slope protection module 3 can slide smoothly.

[0060] Therefore, after the initial construction is completed, the bottom of the slope protection module 3 needs to be filled with soil, gravel, etc.

[0061] After the soil is added to the planting trough, it is filled into the gaps between the slope protection module 3 and the slope surface. Once the plant roots have developed, the soil will solidify and increase the ecological properties and stability of the slope protection.

[0062] It should be noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to limit the exemplary embodiments according to this application. As used herein, the singular form is intended to include the plural form as well, unless the context clearly indicates otherwise. Furthermore, it should be understood that when the terms "comprising" and / or "including" are used in this specification, they indicate the presence of features, steps, operations, devices, components, and / or combinations thereof.

[0063] Unless otherwise specifically stated, the relative arrangement, numerical expressions, and values ​​of the components and steps described in these embodiments do not limit the scope of this invention. It should also be understood that, for ease of description, the dimensions of the various parts shown in the drawings are not drawn to actual scale. Techniques, methods, and devices known to those skilled in the art may not be discussed in detail, but where appropriate, such techniques, methods, and devices should be considered part of the specification. In all examples shown and discussed herein, any specific values ​​should be interpreted as merely exemplary and not as limitations. Therefore, other examples of exemplary embodiments may have different values. It should be noted that similar reference numerals and letters in the following drawings denote similar items; therefore, once an item is defined in one drawing, it need not be further discussed in subsequent drawings.

[0064] For ease of description, spatial relative terms such as "above," "on top of," "on the upper surface of," "above," etc., are used herein to describe the spatial positional relationship of a device or feature as shown in the figures to other devices or features. It should be understood that spatial relative terms are intended to encompass different orientations in use or operation beyond the orientation of the device as described in the figures. For example, if the device in the figures were inverted, a device described as "above" or "on top of" other devices or structures would subsequently be positioned as "below" or "under" other devices or structures. Thus, the exemplary term "above" can include both "above" and "below." The device may also be positioned in other different ways (rotated 90 degrees or in other orientations), and the spatial relative descriptions used herein will be interpreted accordingly.

[0065] It should be noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to limit the exemplary embodiments according to this application. As used herein, the singular form is intended to include the plural form as well, unless the context clearly indicates otherwise. Furthermore, it should be understood that when the terms "comprising" and / or "including" are used in this specification, they indicate the presence of features, steps, operations, devices, components, and / or combinations thereof.

[0066] It should be noted that the terms "first," "second," etc., used in the specification, claims, and accompanying drawings of this application are used to distinguish similar objects and are not necessarily used to describe a specific order or sequence. It should be understood that such data can be interchanged where appropriate so that the embodiments of this application described herein can be implemented in sequences other than those illustrated or described herein.

[0067] The above description is merely a preferred embodiment of this utility model and is not intended to limit the utility model. Various modifications and variations can be made to this utility model by those skilled in the art. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this utility model should be included within the protection scope of this utility model.

Claims

1. A riverbank protection structure, characterized in that: include: Multiple anchors (1) are fixed to the river slope in a matrix; Multiple support rods (2), each of the support rods (2) is fixedly connected to multiple anchors (1) in the same column, and the multiple support rods (2) are parallel to each other and extend inclined along the slope. Multiple slope protection modules (3), wherein the slope protection module (3) is a prefabricated component, and the slope protection module (3) is installed between two adjacent support rods (2) and can slide along them; Multiple locking rods (4) are provided, which are positioned directly above the support rod (2). A connector (5) is provided between the locking rod (4) and the support rod (2), and the connector (5) passes between adjacent slope protection modules (3).

2. The riverbank protection structure according to claim 1, characterized in that: A planting trough (31) is provided in the middle of the slope protection module (3), and the planting trough (31) is vertically penetrating.

3. The riverbank protection structure according to claim 2, characterized in that: The slope protection module (3) has a mating end (32) on the side facing the bottom of the slope, and a mating groove (33) on the side away from the mating end (32).

4. The riverbank protection structure according to claim 3, characterized in that: The mating end (32) is circular or V-shaped.

5. The riverbank protection structure according to claim 4, characterized in that: When a circular mating end (32) is used, its radian is less than 1π.

6. The riverbank protection structure according to claim 3, characterized in that: The slope protection module (3) is provided with protrusions (34) on its left and right sides. There are two or more protrusions (34) on one side. An installation space (35) is formed between adjacent protrusions (34) on the same side. The connector (5) passes through the installation space (35). The thickness of the protrusion (34) is less than the thickness of the slope protection module (3), so that two adjacent slope protection modules (3) are connected by the combination of protrusions (34) to form an upper installation groove (341) and a lower installation groove (342). The support rod (2) is installed in the lower installation groove (342), and the locking rod (4) is installed in the upper installation groove (341).

7. The riverbank protection structure according to claim 1 or 6, characterized in that: The anchor (1) is a concrete cast-in-place pile. The support rod (2) is fitted with an expansion bolt between itself and the anchor (1). The support rod (2) is a hollow rod with a stepped hole (21) for mounting the expansion bolt at its top.

8. The riverbank protection structure according to claim 6, characterized in that: A threaded hole (22) is machined at the upper end of the support rod (2) at the position corresponding to the installation space (35). The connector (5) is a long screw. The lower end of the connector (5) is screwed into the threaded hole (22). After the connector (5) is screwed in, it limits the sliding of the protrusion (34) along the support rod (2).

Images