Dike reinforcing device

Abstract

The utility model relates to the technical field of reinforcing devices, and discloses an embankment reinforcing device, a reinforced concrete layer is arranged on the front face of an embankment body, reinforcing base mounting mechanisms are arranged in the embankment body and on the front face of the embankment body, and reinforcing plate mounting mechanisms are arranged on the front faces of the reinforcing base mounting mechanisms. According to the dike reinforcing device, through transmission of a threaded rod, a threaded moving block can drive a rotating arm to move, then a pushing and jacking arm can be tightly attached to a reinforced concrete layer, a slotted hollow pipe and a reinforcing base flitch plate can be fastened and fixed through an outer threaded pipe and a nut, the reinforcing base flitch plate is installed through the dike reinforcing device, and the mounting efficiency is improved. The reinforcing base flitch can be fixed only by punching holes in the corresponding positions where installation is conducted, penetrating the reverse jacking fixing assemblies into the holes and jacking the reinforced concrete layer through the jacking arms without pre-burying corresponding threads in the reinforced concrete layer in advance, the applicability of the device is improved, and meanwhile the installation difficulty is greatly reduced.

Description

Technical Field

[0001] The utility model relates to the technical field of reinforcement devices, and particularly relates to a dike reinforcement device. Background Technique

[0002] A dike is a water retaining structure built along the banks of rivers, canals, lakes, coasts, or the edges of flood diversion areas, flood detention areas, and reclamation areas. Since dikes play an important role, in order to ensure the firmness of the dikes, reinforcement devices need to be used for the dikes to increase the structural stability of the dikes.

[0003] According to a water conservancy dike reinforcement device disclosed on the patent network (authorization announcement number: CN 219908783U), it is described that "the utility model discloses a water conservancy dike reinforcement device, including a dike body. There is a water-facing inclined surface on one side of the dike body. A reinforced concrete layer is arranged on the surface of the water-facing inclined surface. A reinforcement plate installation base is arranged on the surface of the reinforced concrete layer. The bottom surface of the reinforcement plate installation base is partially buried in the reinforced concrete layer and is fixedly connected to the reinforced concrete layer through a plurality of bolts; the reinforcement plate installation base is provided with a plurality of installation grooves, and a reinforcement plate is inserted and connected in the installation grooves. By partially burying the bottom surface of the reinforcement plate installation base in the reinforced concrete layer and fixedly connecting it to the reinforced concrete layer through a plurality of bolts, the installation stability of the reinforcement plate installation base is increased; at the same time, the reinforcement plate is inserted into the installation grooves of the reinforcement plate installation base in a plug-in manner. When the reinforcement plate on the dike reinforcement device is damaged by water waves, it is convenient to disassemble and install the reinforcement plate, reducing the working intensity of workers."

[0004] Regarding the above description content, the applicant believes that the following problems exist:

[0005] During the use of this utility model, through the pre-embedding of the installation base of the reinforcement plate and connecting it to the reinforced concrete layer through a plurality of bolts, the stability of the base is increased. By inserting the reinforcement plate in a plug-in manner, it is convenient to install the reinforcement plate. However, during actual use, when installing the installation base of this device, it is necessary to use bolts to install it with the reinforced concrete layer. Therefore, it is necessary to pre-embed threaded pipe sleeves corresponding to the bolts during the construction of the reinforced concrete layer. Otherwise, it cannot be installed through bolts. If the pre-embedded position of the threaded pipe sleeve is offset, it cannot be normally corresponded to the reinforcement plate, resulting in low applicability and large installation difficulty of this device. Therefore, it is necessary to improve a dike reinforcement device to solve the above problems. Content of the Utility Model

[0006] The purpose of the utility model is to provide a dike reinforcement device to solve the problems raised in the above background technique.

[0007] To achieve the above object, the present utility model provides the following technical solution: A dike reinforcement device, including a dike body, a reinforced concrete layer is provided on the front of the dike body, and reinforcement base installation mechanisms are provided inside and on the front of the dike body, and a reinforcement plate installation mechanism is provided on the front of the reinforcement base installation mechanism.

[0008] The reinforcement base installation mechanism includes an anti-top fixing component and a fastening base component, and the fastening base component is arranged outside the anti-top fixing component.

[0009] Preferably, the anti-top fixing component includes a grooved hollow pipe, the grooved hollow pipe is arranged inside the dike body and the reinforced concrete layer, a pointed plug rod is fixedly installed on the back of the grooved hollow pipe, a threaded rod is rotatably installed on the front of the pointed plug rod, a threaded moving block is threadedly installed on the outside of the threaded rod, a rotating arm is rotatably installed on the outside of the threaded moving block, a pushing arm is rotatably installed on the outside of the rotating arm, and a rotating wrench block is fixedly installed on the front of the threaded rod, which is convenient for installing the reinforcement base attaching plate and the reinforcement base outer frame through the anti-top fixing component.

[0010] Preferably, one end of the pushing arm away from the rotating arm is rotatably installed inside the grooved hollow pipe, holes are opened at the corresponding positions of the grooved hollow pipe and the threaded rod, and the threaded rod is rotatably installed inside the holes opened inside the grooved hollow pipe, which is convenient for fixing the reinforcement base attaching plate in the normal state.

[0011] Preferably, the fastening base component includes a backing plate, the backing plate is fixedly installed on the outside of the grooved hollow pipe, an externally threaded pipe is fixedly installed on the outside of the backing plate, a nut is threadedly installed on the outside of the externally threaded pipe, a reinforcement base attaching plate is arranged on the back of the nut, and a reinforcement base outer frame is fixedly installed on the front of the reinforcement base attaching plate, which is convenient for tightly fixing the reinforcement base attaching plate and the anti-top fixing component through the fastening base component.

[0012] Preferably, the reinforcement base attaching plate is arranged on the front of the reinforced concrete layer, and holes are opened at the corresponding positions of the reinforcement base attaching plate and the grooved hollow pipe, which is convenient for the grooved hollow pipe to pass through normally.

[0013] Preferably, the reinforcement plate installation mechanism includes a limiting strip, the limiting strip is fixedly installed on the front of the reinforcement base outer frame, a reinforcement plate body is slidably installed on the outside of the limiting strip, a rotating patch is rotatably installed on the top of the reinforcement plate body, and a bolt is arranged inside the rotating patch, which is convenient for reinforcing the dike body through the reinforcement plate installation mechanism.

[0014] Preferably, threaded grooves are opened at the corresponding positions of the reinforcement base outer frame and the bolt, and the bolt is threadedly installed inside the threaded grooves opened inside the reinforcement base outer frame, which is convenient for fixing the reinforcement plate body.

[0015] Compared with the prior art, the utility model provides a dike reinforcement device, which has the following beneficial effects:

[0016] 1. For this dike reinforcement device, through the installed reinforcement base installation mechanism, during use, through the transmission of the threaded rod, the threaded moving block can drive the rotating arm to move, and then the pushing arm can be pressed against the reinforced concrete layer. By using the external threaded pipe and the nut, the grooved hollow pipe and the reinforcement base plate can be firmly fixed. When using this device to install the reinforcement base plate, there is no need to pre-embed corresponding threads inside the reinforced concrete layer in advance. Only need to drill holes at the corresponding installation positions, pass the anti-pushing and fixing components through the holes, and use the pushing arm to press against the reinforced concrete layer, then the reinforcement base plate can be fixed, which improves the applicability of the device and greatly reduces the installation difficulty at the same time.

[0017] 2. For this dike reinforcement device, through the installed reinforcement plate installation mechanism, during use, through the limiting strip corresponding to the reinforcement plate body, the positioning and installation of the reinforcement plate body can be quickly carried out. By using bolts, the reinforcement plate body can be fixed, realizing the function of reinforcing the dike body. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] In order to more clearly illustrate the technical solutions in the embodiments of the present utility model, the following will briefly introduce the drawings required for description in the embodiments. Obviously, the following drawings are only some embodiments of the present utility model. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings:

[0019] Figure 1 It is a schematic diagram of the external structure of the present utility model;

[0020] Figure 2 It is a schematic diagram of the sectional external structure of the present utility model;

[0021] Figure 3 It is a schematic diagram of the external structure of the reinforcement base installation mechanism of the present utility model;

[0022] Figure 4 It is a schematic diagram of the pointed plug rod and its related structures of the present utility model;

[0023] Figure 5 It is a schematic diagram of the threaded rod and its related structures of the present utility model;

[0024] Figure 6 It is a schematic diagram of the backing plate and its related structures of the present utility model;

[0025] Figure 7This is a schematic diagram of the disassembled external structure of the reinforcement plate installation mechanism of the present utility model.

[0026] In the figure: 1, embankment body; 2, reinforcement base installation mechanism; 21, anti-top fixing component; 211, grooved hollow tube; 212, pointed plug rod; 213, threaded rod; 214, threaded moving block; 215, rotating arm; 216, pushing arm; 217, rotating knob; 22, fastening base component; 221, backing plate; 222, external threaded tube; 223, nut; 224, reinforcement base attaching plate; 225, reinforcement base outer frame; 3, reinforcement plate installation mechanism; 31, limiting strip; 32, reinforcement plate body; 33, rotating patch; 34, bolt; 4, reinforced concrete layer. Specific embodiments

[0027] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present utility model.

[0028] In the present utility model, unless otherwise clearly defined and limited, the terms "installation", "connection", "connection", "fixation" and other terms should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or integrated; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium, and it can be the communication inside two components or the interaction relationship between two components. For those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to specific situations.

[0029] Embodiment 1:

[0030] Please refer to Figures 1-6 , the present utility model provides a technical solution: a dike reinforcement device, including an embankment body 1, a reinforced concrete layer 4 is arranged on the front of the embankment body 1, a reinforcement base installation mechanism 2 is arranged inside and on the front of the embankment body 1, and a reinforcement plate installation mechanism 3 is arranged on the front of the reinforcement base installation mechanism 2.

[0031] The reinforcement base installation mechanism 2 includes an anti-top fixing component 21 and a fastening base component 22, and the fastening base component 22 is arranged outside the anti-top fixing component 21.

[0032] Furthermore, the anti - top fixing component 21 includes a slotted hollow tube 211. The slotted hollow tube 211 is arranged inside the dike body 1 and the reinforced concrete layer 4. A pointed insertion rod 212 is fixedly installed on the back of the slotted hollow tube 211. A threaded rod 213 is rotatably installed on the front of the pointed insertion rod 212. A threaded moving block 214 is threadedly installed on the outside of the threaded rod 213. A rotating arm 215 is rotatably installed on the outside of the threaded moving block 214. A pushing arm 216 is rotatably installed on the outside of the rotating arm 215. A rotating wrench block 217 is fixedly installed on the front of the threaded rod 213, which is convenient for installing the reinforcement base plate 224 and the reinforcement base outer frame 225 through the anti - top fixing component 21.

[0033] Furthermore, one end of the pushing arm 216 away from the rotating arm 215 is rotatably installed inside the slotted hollow tube 211. Holes are opened at the corresponding positions of the slotted hollow tube 211 and the threaded rod 213, and the threaded rod 213 is rotatably installed inside the holes opened inside the slotted hollow tube 211, which is convenient for fixing the reinforcement base plate 224 in the normal state.

[0034] Furthermore, the fastening base component 22 includes a backing plate 221. The backing plate 221 is fixedly installed on the outside of the slotted hollow tube 211. An external threaded tube 222 is fixedly installed on the outside of the backing plate 221. A nut 223 is threadedly installed on the outside of the external threaded tube 222. A reinforcement base plate 224 is arranged on the back of the nut 223. A reinforcement base outer frame 225 is fixedly installed on the front of the reinforcement base plate 224, which is convenient for fastening and fixing the reinforcement base plate 224 and the anti - top fixing component 21 through the fastening base component 22.

[0035] Furthermore, the reinforcement base plate 224 is arranged on the front of the reinforced concrete layer 4. Holes are opened at the corresponding positions of the reinforcement base plate 224 and the slotted hollow tube 211, which is convenient for the slotted hollow tube 211 to pass through normally.

[0036] Embodiment Two:

[0037] Please refer to Figure 7 , and in combination with Embodiment One, it is further obtained that the reinforcement plate installation mechanism 3 includes a limiting strip 31. The limiting strip 31 is fixedly installed on the front of the reinforcement base outer frame 225. A reinforcement plate body 32 is slidably installed on the outside of the limiting strip 31. A rotating patch 33 is rotatably installed on the top of the reinforcement plate body 32. A bolt 34 is arranged inside the rotating patch 33, which is convenient for reinforcing the dike body 1 through the reinforcement plate installation mechanism 3.

[0038] Furthermore, threaded grooves are opened at the corresponding positions of the reinforcement base outer frame 225 and the bolt 34, and the bolt 34 is threadedly installed inside the threaded grooves opened inside the reinforcement base outer frame 225, which is convenient for fixing the reinforcement plate body 32.

[0039] During the actual operation process, when this device is in use, first press the reinforcement base plate 224 tightly against the reinforced concrete layer 4, make marks at the openings of the reinforcement base plate 224, drill holes at the marked positions so that the holes penetrate the reinforced concrete layer 4. At this time, the installation of the reinforcement base plate 224 can be carried out. First, pass the grooved hollow tube 211 and the pointed insertion rod 212 through the reinforced concrete layer 4 and insert them into the inside of the dike body 1. When the back of the backing plate 221 is tightly attached to the front of the reinforcement base plate 224, rotate the rotating knob 217 at this time to make the threaded rod 213 rotate. At this time, the threaded rod 213 drives the threaded moving block 214 to move. At this time, the threaded moving block 214 starts to drive the rotating arm 215 to push out and support the pushing arm 216 outward. When the pushing arm 216 is fully supported to 90 degrees, it is tightly attached to the reinforced concrete layer 4, completing the basic fixation of the reinforcement base plate 224. At this time, screw the nut 223 onto the outside of the backing plate 221 to install it threadedly. When the nut 223 is tightly attached to the reinforcement base plate 224, the reinforcement base plate 224 is firmly fixed, and the anti-top fixing assembly 21 will not move either. After the installation of the reinforcement base plate 224 is completed, align the reinforcement plate body 32 with the limiting strip 31. After the positioning and docking are completed, rotate the rotating patch 33 to align the rotating patch 33 with the threaded groove of the reinforcement base outer frame 225, and rotate the bolt 34 to fix the reinforcement plate body 32. At this time, the installation of the reinforcement device for the dike body 1 is completed.

[0040] It should be noted that in this article, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the term "comprising", "including" or any other variant thereof is intended to cover non-exclusive inclusion, so that a process, method, article or device comprising a series of elements not only includes those elements, but also includes other elements not expressly listed, or also includes elements inherent to such process, method, article or device. Without further limitation, an element defined by the statement "comprising a..." does not exclude the existence of additional identical elements in the process, method, article or device comprising the said element.

Claims

1. A dike reinforcement device, comprising a dike body (1), characterized in that: The front of the embankment body (1) is provided with a reinforced concrete layer (4), the interior and the front of the embankment body (1) are provided with a reinforcement base installation mechanism (2), and the front of the reinforcement base installation mechanism (2) is provided with a reinforcement plate installation mechanism (3); The reinforcement base installation mechanism (2) comprises a reverse top fixing component (21) and a fastening base component (22), wherein the fastening base component (22) is arranged outside the reverse top fixing component (21).

2. A dike reinforcement device according to claim 1, characterized in that: The anti-top fixing component (21) comprises a slotted hollow tube (211), wherein the slotted hollow tube (211) is arranged inside the embankment body (1) and the reinforced concrete layer (4), a pointed plug rod (212) is fixedly installed on the back of the slotted hollow tube (211), a threaded rod (213) is rotatably installed on the front of the pointed plug rod (212), a threaded moving block (214) is threadedly installed on the outside of the threaded moving block (214), a rotating arm (215) is rotatably installed on the outside of the threaded moving block (214), a pushing arm (216) is rotatably installed on the outside of the rotating arm (215), and a rotating screw block (217) is fixedly installed on the front of the threaded rod (213).

3. A dike reinforcement device according to claim 2, characterized in that: One end of the push arm (216) away from the rotating arm (215) is rotatably mounted inside the slotted hollow tube (211), holes are provided at corresponding positions of the slotted hollow tube (211) and the threaded rod (213), and the threaded rod (213) is rotatably mounted inside the hole provided inside the slotted hollow tube (211).

4. A dike reinforcement device according to claim 1, characterized in that: The fastening base assembly (22) comprises a pad (221), the pad (221) being fixedly mounted on the outside of the slotted hollow tube (211), an externally threaded tube (222) being fixedly mounted on the outside of the pad (221), a nut (223) being mounted on the external thread of the externally threaded tube (222), a reinforcing base plate (224) being disposed on the back of the nut (223), and a reinforcing base outer frame (225) being fixedly mounted on the front of the reinforcing base plate (224).

5. A dike reinforcement device according to claim 4, characterized in that: The reinforcement base plate (224) is arranged on the front side of the reinforced concrete layer (4), and holes are provided at positions corresponding to the reinforcement base plate (224) and the slotted hollow tube (211).

6. A dike reinforcement device according to claim 1, characterized in that: The reinforcing plate mounting mechanism (3) comprises a limiting bar (31), wherein the limiting bar (31) is fixedly mounted on the front side of the reinforcing base outer frame (225), a reinforcing plate body (32) is slidably mounted on the outside of the limiting bar (31), a rotating patch (33) is rotatably mounted on the top of the reinforcing plate body (32), and a bolt (34) is arranged inside the rotating patch (33).

7. A dike reinforcement device according to claim 6, characterized in that: Thread grooves are provided at corresponding positions of the reinforcement base outer frame (225) and the bolts (34), and the bolts (34) are threadedly installed inside the thread grooves provided inside the reinforcement base outer frame (225).

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