Reinforcing construction device for dikes on two sides of river bank

Abstract

The utility model discloses a reinforcing construction device for dikes on two sides of a river bank, which relates to the technical field of reinforcing construction, and comprises a plurality of groups of dike supporting plates arranged in parallel, one side of each dike supporting plate is provided with a reinforcing connecting seat, and the other side of each dike supporting plate is provided with a fixed mounting groove. A plurality of linearly-distributed construction pile nail assemblies are arranged at the top end of the dike supporting plate in a penetrating mode, a first reinforcing mechanism is arranged at one end of the dike supporting plate, a second reinforcing mechanism is arranged at the other end of the dike supporting plate, and the first reinforcing mechanism and the second reinforcing mechanism are distributed in a mirror symmetry mode. The first reinforcing mechanism and the second reinforcing mechanism are the same in structure. The river bank side embankment reinforcing structure is scientific and novel in structure, a complete river bank embankment reinforcing system can be formed through the embankment supporting plates, the construction pile nail assemblies and the reinforcing mechanisms at the two ends, all-directional protection and reinforcing of the river bank side embankment are achieved, the anti-scouring capacity of the embankment is greatly improved, and the service life of the embankment is greatly prolonged.

Description

Technical Field

[0001] This utility model relates to the field of reinforcement construction technology, specifically to a reinforcement construction device for embankments on both sides of a river. Background Technology

[0002] In recent years, due to the rapid urbanization process, the flood control pressure on rivers has been increasing, and riverbanks and embankments in many areas have suffered varying degrees of damage and aging. In order to ensure the safe operation of embankment projects, various places have successively carried out embankment reinforcement projects. However, traditional embankment reinforcement construction methods often have problems such as low construction efficiency and high safety risks.

[0003] Patent application number 202022626505.2 discloses a construction device for reinforcing riverbank embankments, including a foundation, a mesh frame fixedly connected to the inclined side of the foundation, an installation block fixedly connected to the center of one side of the mesh frame, an installation groove with a detachable installation block inside the groove on the other side of the mesh frame, arc-shaped insertion holes at the four corners of the top of the mesh frame, a reinforcing mesh fixedly connected inside the mesh frame, a torsion spring fixedly connected to one side wall inside the mesh frame, a fixing pile detachably connected inside the arc-shaped insertion hole, an inner groove inside the fixing pile, a screw rotatably connected inside the inner groove with the top of the screw penetrating the center of the top of the fixing pile, the screw engaging with an internal threaded sleeve, and grooves on both the left and right sides of the bottom of the fixing pile; this device can, to a certain extent, prevent soil erosion, resulting in better reinforcement of the embankment and convenient installation and disassembly.

[0004] However, the above-mentioned device has the following shortcomings in practical application: First, the number of fixed piles is small and the structure is relatively simple, with only two point fixations on the upper part of the mesh frame. It lacks a systematic deep anchoring design. When faced with strong water flow and soil erosion, this point fixation method is prone to loosening or even falling off in the soft soil layer of the riverbank, and cannot provide long-term stable support. Second, the device mainly relies on a single mesh frame structure for reinforcement and lacks a multi-directional support mechanism. It is not stable enough when facing complex terrain and strong water flow, resulting in poor adaptability in practical application and difficulty in meeting the embankment reinforcement needs in various complex river environments.

[0005] No effective solutions have yet been proposed to address the problems in the relevant technologies. Utility Model Content

[0006] In view of the problems in the related technologies, this utility model proposes a construction device for reinforcing embankments on both sides of a riverbank, so as to overcome the above-mentioned technical problems existing in the existing related technologies.

[0007] Therefore, the specific technical solution adopted by this utility model is as follows:

[0008] A construction device for reinforcing riverbanks includes several sets of parallel-arranged embankment support plates. One side of each embankment support plate is provided with a reinforcement connecting seat, and the other side of each embankment support plate is provided with a fixing installation groove. Several linearly distributed construction pile nail assemblies are threaded through the top of each embankment support plate. One end of each embankment support plate is provided with a first reinforcement mechanism, and the other end of each embankment support plate is provided with a second reinforcement mechanism. The first and second reinforcement mechanisms are mirror-symmetrically distributed and have the same structure.

[0009] Furthermore, in order to achieve a fixed connection with the construction pile nail assembly, the first reinforcement mechanism, and the second reinforcement mechanism, and to ensure the stability of the overall structure, the top of the embankment support plate is provided with several linearly distributed pile nail installation slots. The sides and the middle of the pile nail installation slots are provided with pile nail through holes that cooperate with the construction pile nail assembly. The top two ends of the embankment support plate are provided with two sets of I-shaped connecting slots. The two sets of I-shaped connecting slots are symmetrically distributed, and the top two ends of the embankment support plate are provided with fixing holes on one side of the I-shaped connecting slots.

[0010] Furthermore, in order to achieve a three-point supported pile nail assembly structure and improve the stability and lateral force resistance of the entire construction pile nail assembly, the construction pile nail assembly includes a central nail rod penetrating the top of the embankment support plate. The top of the central nail rod has a first welded flat groove, and the bottom of the central nail rod is fixedly provided with a first spiral fixing part. The construction pile nail assembly also includes auxiliary nail rods arranged on both sides of the central nail rod. The top of the auxiliary nail rod has a second welded flat groove, and the bottom of the auxiliary nail rod is fixedly provided with a second spiral fixing part. A transverse connecting rod fixedly connected to the first welded flat groove is fixedly provided inside the second welded flat groove.

[0011] Furthermore, to significantly improve the quality and effectiveness of dike reinforcement through multiple fixing structures, the first reinforcement mechanism includes a dike fixing block located at one end of the dike support plate. An adjustment groove is provided on one side of the top of the dike fixing block, and a fastening adjustment component is installed at the top of the adjustment groove. A waterproof guide rail is installed inside the adjustment groove, and several dike reinforcement rods are installed through the top of the waterproof guide rail and penetrating the dike fixing block. A dike surface pressing plate is symmetrically arranged on the other side of the top of the dike fixing block, and locking bolts are installed through the top two sides of the dike surface pressing plate. Bolt positioning holes that mate with the locking bolts are provided on the top of the dike fixing block, and a connecting base plate is provided at the bottom of the dike fixing block. The first reinforcement mechanism also includes two sets of I-shaped stabilizing frames located on one side of the dike fixing block, with the I-shaped stabilizing frames inserted into the dike support plate. Anti-loosening fixing bolts are installed on one side of the I-shaped stabilizing frames and inserted into the dike support plate. The fastening and adjusting assembly includes a construction mounting plate set at the top of the adjusting groove. Symmetrically, I-shaped mounting holes are opened on one side of the top of the construction mounting plate, and rectangular adjusting holes are symmetrically opened on the other side of the top of the construction mounting plate. A fixing plate is set at the top of the rectangular adjusting holes, and a connecting screw is threaded through the middle of the fixing plate. An adjusting claw is set at the bottom of the connecting screw, and a fixing nut is set on the outer side of the top of the connecting screw. A washer that mates with the fixing plate is set at the bottom of the fixing plate. A ring gear that mates with the rectangular adjusting hole is fixedly set at the bottom of the fixing plate. The inner sides of the rectangular adjusting hole have grooves that mate with the ring gear. The inner sides of both the fixing plate and the ring gear have internal threads that mate with the connecting screw. The adjusting claw has a W-shaped cross-section, and the waterproof guide rail has a groove-shaped cross-section. The W-shaped structure and the groove-shaped structure interlock.

[0012] The beneficial effects of this utility model are as follows:

[0013] 1. This utility model has a scientific and novel structure, which can form a complete riverbank embankment reinforcement system through embankment support plates, construction pile nail components and reinforcement mechanisms at both ends. It realizes all-round protection and reinforcement of the riverbank side embankment, effectively solves the technical problems of poor adaptability and unstable fixation of traditional embankment reinforcement devices in complex riverbank environments, and greatly improves the erosion resistance and service life of the embankment.

[0014] 2. By setting up embankment support plates and construction pile nail assemblies, multiple embankment support plates connected by dovetail tenon and mortise joints form a self-locking integral structure. Combined with a three-point support pile nail system consisting of a central nail rod and auxiliary nail rods, deep anchoring and multi-directional force dispersion of the riverbank soil layer are achieved. This enables the entire device to effectively resist water flow impact and lateral pressure. At the same time, the linearly distributed construction pile nail assemblies provide excellent vertical support force, significantly enhancing the overall stability of the embankment.

[0015] 3. By setting up the first and second reinforcement mechanisms, a mirror-symmetrical bidirectional reinforcement structure is formed at different locations on the riverbank side embankment. Combined with the multi-level adjustment function of the fastening adjustment components and the spiral fixing design of the embankment reinforcement rod, the embankment is firmly fixed, thereby effectively solving the imbalance problem caused by traditional unilateral reinforcement and greatly improving the quality and safety of embankment reinforcement. Attached Figure Description

[0016] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the embodiments 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.

[0017] Figure 1 This is a structural schematic diagram of a construction device for reinforcing riverbanks on both sides according to an embodiment of the present utility model;

[0018] Figure 2 This is a structural schematic diagram from another angle of a construction device for reinforcing riverbanks on both sides according to an embodiment of the present utility model;

[0019] Figure 3 This is a schematic diagram of the structure of the dike support plate in a dike reinforcement construction device according to an embodiment of the present utility model;

[0020] Figure 4 This is a partial structural diagram of the embankment support plate from another angle in a embankment reinforcement construction device according to an embodiment of the present utility model;

[0021] Figure 5 This is a structural schematic diagram of a construction pile nail assembly in a riverbank reinforcement construction device according to an embodiment of the present utility model;

[0022] Figure 6 This is a schematic diagram of the structure of the first reinforcement mechanism in a construction device for reinforcing riverbanks on both sides according to an embodiment of the present utility model;

[0023] Figure 7 This is a partial structural schematic diagram of the first reinforcement mechanism in a riverbank embankment reinforcement construction device according to an embodiment of the present utility model;

[0024] Figure 8 This is a partial structural schematic diagram of a fastening and adjustment component in a riverbank reinforcement construction device according to an embodiment of the present utility model.

[0025] In the picture:

[0026] 1. Embankment support plate; 101. Pile nail installation groove; 102. Pile nail through hole; 103. I-shaped connecting slot; 104. Reinforcement positioning hole; 2. Reinforcement connecting seat; 3. Fixing installation groove; 4. Construction pile nail assembly; 401. Center nail rod; 402. First welding flat groove; 403. First spiral fixing part; 404. Auxiliary nail rod; 405. Second welding flat groove; 406. Second spiral fixing part; 407. Transverse connecting rod; 5. First reinforcement mechanism; 501. Embankment fixing block; 502. Adjustment groove; 503. Waterproof guide rail; 504, fastening and adjustment assembly; 5041, construction and installation plate; 5042, rectangular adjustment hole; 5043, fixing plate; 5044, connecting screw; 5045, adjusting claw; 5046, fixing nut; 5047, washer; 5048, ring gear; 505, embankment reinforcement rod; 506, embankment surface pressing plate; 507, locking bolt; 508, bolt positioning hole; 509, connecting base plate; 510, I-shaped stabilizing frame; 511, anti-loosening fixing bolt; 6, second reinforcement mechanism; 7, riverbank side embankment. Detailed Implementation

[0027] To further illustrate the various embodiments, the present invention provides accompanying drawings, which are part of the disclosure of the present invention. These drawings are mainly used to illustrate the embodiments and can be used in conjunction with the relevant descriptions in the specification to explain the operating principles of the embodiments. With reference to these contents, those skilled in the art should be able to understand other possible implementation methods and the advantages of the present invention. The components in the figures are not drawn to scale, and similar component symbols are usually used to represent similar components.

[0028] According to an embodiment of the present invention, a construction device for reinforcing embankments on both sides of a river is provided.

[0029] The present invention will now be further described in conjunction with the accompanying drawings and specific embodiments, such as... Figures 1-8 As shown, the embankment reinforcement construction device according to an embodiment of the present utility model includes several sets of embankment support plates 1 arranged in parallel. A reinforcement connecting seat 2 is provided on one side of the embankment support plate 1, and a fixing installation groove 3 is opened on the other side of the embankment support plate 1. Several linearly distributed construction pile nail assemblies 4 are provided through the top of the embankment support plate 1. A first reinforcement mechanism 5 is provided at one end of the embankment support plate 1, and a second reinforcement mechanism 6 is provided at the other end of the embankment support plate 1. The first reinforcement mechanism 5 and the second reinforcement mechanism 6 are mirror-symmetrically distributed, and the first reinforcement mechanism 5 and the second reinforcement mechanism 6 have the same structure.

[0030] With the help of the above-mentioned technical solution of this utility model, this utility model can form a complete riverbank embankment reinforcement system through the embankment support plate 1, the construction pile nail assembly 4 and the first reinforcement mechanism 5 and the second reinforcement mechanism 6 at both ends, realizing all-round protection and reinforcement of the riverbank side embankment, effectively solving the technical problems of poor adaptability and unstable fixation of traditional embankment reinforcement devices in complex riverbank environments, and greatly improving the erosion resistance and service life of the embankment.

[0031] It should be noted that in practical applications, the reinforcing connecting seat 2 is set as a dovetail-shaped boss structure, and the fixing installation groove 3 is set as a dovetail-shaped groove structure. Several sets of parallel embankment support plates 1 are connected by the dovetail-shaped boss structure and the dovetail-shaped groove structure to achieve lateral connection and stability of the embankment support plates 1. This dovetail tenon-and-mortise connection can not only slide along the axial direction for installation, but also effectively prevent lateral separation after installation, providing excellent lateral restraint. This application uses the dovetail structure to make adjacent embankment support plates 1 form a self-locking integral structure, which greatly improves the stability and impact resistance of the entire embankment reinforcement device. At the same time, the construction pile nail assembly 4 linearly distributed at the top of the embankment support plate 1 can penetrate into the soil layer of the riverbank side embankment 7, further enhancing the stability of the embankment and preventing the embankment from loosening due to river erosion. The first reinforcement mechanism 5 and the second reinforcement mechanism 6 are respectively set at the top and bottom of the riverbank side embankment 7, effectively solving the imbalance problem caused by traditional single-sided reinforcement.

[0032] In one embodiment, for the aforementioned embankment support plate 1, the top of the embankment support plate 1 has a plurality of linearly distributed pile nail installation grooves 101. The pile nail installation grooves 101 have pile nail through holes 102 that cooperate with the construction pile nail assembly 4 on both sides and in the middle. The top two ends of the embankment support plate 1 have two sets of I-shaped connecting slots 103. The two sets of I-shaped connecting slots 103 are symmetrically distributed, and the top two ends of the embankment support plate 1 have fixing holes 104 on one side of the I-shaped connecting slots 103, so as to fix them to the construction pile nail assembly 4, the first reinforcement mechanism 5 and the second reinforcement mechanism 6, and ensure the stability of the overall structure.

[0033] The working principle of the embankment support plate 1 is as follows: During the embankment reinforcement construction on both sides of the riverbank, multiple embankment support plates 1 are first connected to the dovetail structure of the fixed installation groove 3 through the reinforcement connecting seat 2 to form an integral support plate. Then, the integral support plate is placed on the surface of the riverbank embankment 7 and fixed by the construction pile nail assembly 4 penetrating into the soil layer of the riverbank embankment 7. At the same time, the top and bottom of the riverbank embankment 7 are reinforced by the first reinforcement mechanism 5 and the second reinforcement mechanism 6. The construction pile nail assembly 4 penetrates the embankment support plate 1 through the pile nail through hole 102 and is inserted into the soil layer of the riverbank embankment 7 to provide vertical stable support force for the entire structure. The I-shaped connecting slot 103 and the reinforcement positioning hole 104 are used to connect and fix the first reinforcement mechanism 5 and the second reinforcement mechanism 6, so that the entire system forms an integrated embankment reinforcement structure, effectively enhancing the scour resistance and structural strength of the riverbank embankment 7, and significantly improving the safety and service life of the embankment.

[0034] In one embodiment, the construction pile nail assembly 4 includes a central nail rod 401 penetrating the top of the embankment support plate 1. The top of the central nail rod 401 is provided with a first welding groove 402, and the bottom of the central nail rod 401 is fixedly provided with a first spiral fixing part 403. The construction pile nail assembly 4 also includes auxiliary nail rods 404 disposed on both sides of the central nail rod 401. The top of the auxiliary nail rods 404 is provided with a second welding groove 405, and the bottom of the auxiliary nail rods 404 is fixedly provided with a second spiral fixing part 406. A transverse connecting rod 407 fixedly connected to the first welding groove 402 is fixedly disposed inside the second welding groove 405, thereby forming a three-point supported pile nail group structure, which improves the stability and lateral force resistance of the entire construction pile nail assembly 4.

[0035] The working principle of the construction pile nail assembly 4 is as follows: During the embankment reinforcement construction, the central nail rod 401 and auxiliary nail rod 404 of the construction pile nail assembly 4 are inserted through the pile nail through hole 102 and penetrate the embankment support plate 1. The spiral structure of the first spiral fixing part 403 and the second spiral fixing part 406 is used to rotate and drill into the soil layer of the riverbank side embankment 7. The spiral structure can effectively increase the friction and gripping force with the soil during the deep penetration process, providing a stable anchoring effect. At the same time, the triangular stable structure formed by the connection of the central nail rod 401 and the auxiliary nail rod 404 through the transverse connecting rod 407 can provide resistance in both the transverse and longitudinal directions, effectively dispersing and bearing the lateral force and vertical pressure from the river impact. The design of the first welding groove 402 and the second welding groove 405 facilitates the use of construction tools, facilitates the installation and welding of pile nails, and makes the entire embankment support system more robust and reliable.

[0036] In one embodiment, the first reinforcement mechanism 5 includes a bank fixing block 501 disposed at one end of the bank support plate 1. An adjustment groove 502 is provided on one side of the top of the bank fixing block 501. A fastening adjustment assembly 504 is provided at the top of the adjustment groove 502. A waterproof guide rail 503 is disposed inside the adjustment groove 502. A plurality of bank reinforcement rods 505 are disposed through the top of the waterproof guide rail 503 and passing through the bank fixing block 501 (in addition, in specific applications, a third spiral fixing part is provided at the bottom end of the bank reinforcement rods 505); the bank fixing block 501 Symmetrically arranged on the other side of the top of the embankment is a embankment pressing plate 506. Locking bolts 507 are provided through the top two sides of the embankment pressing plate 506. The top of the embankment fixing block 501 is provided with bolt positioning holes 508 that cooperate with the locking bolts 507. The bottom of the embankment fixing block 501 is provided with a connecting base plate 509. The first reinforcement mechanism 5 also includes two sets of I-shaped stabilizing frames 510 arranged on one side of the embankment fixing block 501. The I-shaped stabilizing frames 510 are inserted into the embankment support plate 1. The side of the I-shaped stabilizing frame 510 is provided with an anti-loosening fixing bolt 511 inserted into the embankment support plate 1. The fastening and adjusting assembly 504 includes a construction mounting plate 5041 disposed on the top of the adjusting groove 502. Symmetrically arranged I-shaped mounting holes are provided on one side of the top of the construction mounting plate 5041, and symmetrically arranged rectangular adjusting holes 5042 are provided on the other side of the top of the construction mounting plate 5041. A fixing plate 5043 is disposed on the top of the rectangular adjusting hole 5042. A connecting screw 5044 is threaded through the middle of the fixing plate 5043. An adjusting claw 5045 is disposed at the bottom end of the connecting screw 5044. A fixing nut 5046 is disposed on the outer side of the top of the connecting screw 5044, and the bottom of the fixing nut 5046 is provided with a joint with the fixing plate 504. The bottom of the fixing plate 5043 is fixedly provided with a ring gear 5048 that mates with the rectangular adjustment hole 5042. The inner sides of the rectangular adjustment hole 5042 are provided with grooves that mate with the ring gear 5048. The inner sides of the fixing plate 5043 and the ring gear 5048 are provided with internal threads that mate with the connecting screw 5044. The cross-section of the adjusting claw 5045 is set as a W-shaped structure, and the cross-section of the waterproof guide rail 503 is set as a groove-shaped structure. The W-shaped structure and the groove-shaped structure interlock with each other, thereby significantly improving the quality and effect of the dike reinforcement through multiple fixing structures.

[0037] It should be noted that in practical applications, the embankment support plate 1 is made of waterproof cement board, which has good water resistance and durability, while the embankment fixing block 501 is made of cement mortar, which can form a firm bond with the riverbank embankment, improving the stability and impact resistance of the overall structure.

[0038] The working principle of the first reinforcement mechanism 5 is as follows: During the construction of the riverbank embankment reinforcement, the embankment reinforcement rod 505 is first inserted through the embankment fixing block 501 and deep into the riverbank soil layer, so that the third spiral fixing part set at the bottom of the embankment reinforcement rod 505 rotates and drills into the soil layer, providing vertical support and pull-out resistance; then, by adjusting the connecting screw 5044 of the fastening adjustment component 504, the fixing nut 5046 is rotated to make the adjusting claw 5045 move along the waterproof guide rail 503 and engage, while the ring gear 5048 meshes with the groove teeth in the rectangular adjustment hole 5042, which, together with the embankment reinforcement rod 505, achieves the stable positioning of the embankment fixing block 501; the embankment pressing plate 506 and the connecting base plate 50 9 connects the top and bottom of the embankment support plate 1 and the embankment fixing block 501 respectively, and is fixed to the embankment fixing block 501 by locking bolts 507 to form a stable connection structure; the I-shaped stabilizing frame 510 is inserted into the I-shaped connecting slot 103 of the embankment support plate 1, and is fixed by inserting the anti-loosening fixing bolt 511 into the fixing positioning hole 104 to ensure a firm connection between the first reinforcement mechanism 5 and the embankment support plate 1. The entire first reinforcement mechanism 5 is designed with multiple fixing and adjustment mechanisms, which can be flexibly adjusted according to different riverbank terrain and water flow conditions, effectively solving the problem of poor adaptability of traditional embankment reinforcement devices in complex terrain environments, and significantly improving the quality and effect of embankment reinforcement.

[0039] The second reinforcement mechanism 6 has the same structure and working principle as the first reinforcement mechanism 5. It is mainly set at the other end of the bottom of the embankment support plate 1, forming a bidirectional reinforcement structure with the first reinforcement mechanism 5 in a mirror-symmetrical distribution. Together they act on different positions of the riverbank embankment 7, providing all-round support and fixation, and further enhancing the stability and impact resistance of the entire embankment reinforcement construction device.

[0040] To facilitate understanding of the above-mentioned technical solutions of this utility model, the working principle or operation method of this utility model in actual process will be described in detail below.

[0041] In practical applications, taking the reinforcement project of a river embankment on both banks as an example, the number of embankment support plates 1 required is first determined according to the length of the embankment. Multiple embankment support plates 1 are connected into a whole by the dovetail tenon and mortise connection between the reinforcement connecting seat 2 and the fixed installation groove 3, and then placed on the surface of the riverbank embankment 7 to be reinforced. Next, the construction pile nail assembly 4 is installed, and the central nail rod 401 and the auxiliary nail rod 404 are inserted into the embankment support plate 1 through the pile nail through hole 102 and drilled into the riverbank soil layer. Subsequently, the first reinforcement mechanism 5 and the second reinforcement mechanism 6 are installed at both ends of the embankment support plate 1, respectively, and fixed at different positions of the riverbank embankment 7 by the embankment reinforcement rod 505 and the multi-stage adjustment structure to form a two-way reinforcement from top to bottom. Finally, the tightness of each connection part is checked, and if necessary, fine-tuning is made by the tightness adjustment assembly 504 to ensure the stability and reliability of the entire embankment reinforcement device. Compared to traditional dike reinforcement methods, riverbank dikes reinforced using this device have significantly improved erosion resistance. Tests have shown that it can withstand the impact of a two-meter rise in water level, and the construction time is reduced by nearly one-third, significantly improving the efficiency and safety of dike reinforcement.

[0042] In this utility model, unless otherwise explicitly specified and limited, the terms "installation", "setting", "connection", "fixing", "screw connection", etc., 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 connection 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.

[0043] The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A construction device for reinforcing riverbanks on both sides, characterized in that, The system includes several sets of parallel dike support plates (1), one side of which is provided with a reinforcing connecting seat (2), and the other side of which is provided with a fixing installation groove (3). Several linearly distributed construction pile nail assemblies (4) are provided through the top of the dike support plate (1). One end of the dike support plate (1) is provided with a first reinforcing mechanism (5), and the other end of the dike support plate (1) is provided with a second reinforcing mechanism (6). The first reinforcing mechanism (5) and the second reinforcing mechanism (6) are mirror-symmetrically distributed, and the first reinforcing mechanism (5) and the second reinforcing mechanism (6) have the same structure.

2. The construction device for reinforcing riverbanks on both sides according to claim 1, characterized in that, The top of the embankment support plate (1) is provided with a number of linearly distributed pile nail installation grooves (101). The pile nail installation grooves (101) are provided with pile nail through holes (102) that cooperate with the construction pile nail assembly (4) on both sides and in the middle. The top two ends of the embankment support plate (1) are provided with two sets of I-shaped connecting slots (103). The two sets of I-shaped connecting slots (103) are symmetrically distributed. The top two ends of the embankment support plate (1) are provided with fixing holes (104) on one side of the I-shaped connecting slots (103).

3. The construction device for reinforcing riverbanks on both sides according to claim 1, characterized in that, The construction pile nail assembly (4) includes a central nail rod (401) that penetrates the top of the embankment support plate (1). The top of the central nail rod (401) is provided with a first welding groove (402), and the bottom of the central nail rod (401) is fixedly provided with a first spiral fixing part (403).

4. The construction device for reinforcing riverbanks on both sides according to claim 3, characterized in that, The construction pile nail assembly (4) also includes auxiliary nail rods (404) disposed on both sides of the central nail rod (401). The top of the auxiliary nail rod (404) is provided with a second welding groove (405), and the bottom of the auxiliary nail rod (404) is fixedly provided with a second spiral fixing part (406). The inner side of the second welding groove (405) is fixedly provided with a transverse connecting rod (407) that is fixedly connected to the first welding groove (402).

5. The construction device for reinforcing riverbanks on both sides according to claim 1, characterized in that, The first reinforcement mechanism (5) includes a bank fixing block (501) disposed at one end of the bank support plate (1). An adjustment groove (502) is provided on one side of the top of the bank fixing block (501). A fastening adjustment component (504) is provided on the top of the adjustment groove (502). A waterproof guide rail (503) is provided inside the adjustment groove (502). A plurality of bank reinforcement rods (505) are provided through the top of the waterproof guide rail (503) through the bank fixing block (501).

6. The construction device for reinforcing riverbanks on both sides according to claim 5, characterized in that, A embankment fixing block (501) is symmetrically provided with a embankment pressing plate (506) on the other side of its top. Locking bolts (507) are provided through the top two sides of the embankment pressing plate (506). A bolt positioning hole (508) that cooperates with the locking bolt (507) is provided on the top of the embankment fixing block (501). A connecting base plate (509) is provided at the bottom of the embankment fixing block (501).

7. The construction device for reinforcing riverbanks on both sides according to claim 6, characterized in that, The first reinforcement mechanism (5) also includes two sets of I-shaped stabilizing frames (510) disposed on one side of the embankment fixing block (501), and the I-shaped stabilizing frames (510) are inserted into the embankment support plate (1), and one side of the I-shaped stabilizing frames (510) is provided with anti-loosening fixing bolts (511) inserted into the embankment support plate (1).

8. The construction device for reinforcing riverbanks on both sides according to claim 7, characterized in that, The fastening and adjusting assembly (504) includes a construction mounting plate (5041) disposed on the top of the adjusting groove (502). The construction mounting plate (5041) has symmetrically opened I-shaped mounting holes on one side of its top and rectangular adjusting holes (5042) symmetrically opened on the other side of its top. A fixing plate (5043) is disposed on the top of the rectangular adjusting hole (5042).

9. A construction device for reinforcing riverbanks on both sides according to claim 8, characterized in that, A connecting screw (5044) is provided through the middle of the fixing plate (5043). An adjusting claw (5045) is provided at the bottom end of the connecting screw (5044). A fixing nut (5046) is provided on the outer top of the connecting screw (5044). A washer (5047) that cooperates with the fixing plate (5043) is provided at the bottom of the fixing nut (5046). A ring gear (5048) that cooperates with the rectangular adjusting hole (5042) is fixedly provided at the bottom of the fixing plate (5043).

10. A construction device for reinforcing riverbanks on both sides according to claim 9, characterized in that, Furthermore, the rectangular adjustment hole (5042) has grooves on both sides inside that cooperate with the ring gear (5048); The inner sides of both the fixing plate (5043) and the ring gear (5048) are provided with internal threads that mate with the connecting screw (5044); The cross-section of the adjusting claw (5045) is configured as a W-shaped structure, and the cross-section of the waterproof guide rail (503) is configured as a groove-shaped structure. The W-shaped structure and the groove-shaped structure engage with each other.

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