Prefabricated part for bank protection construction and forming method

Abstract

The invention relates to the technical field of hydraulic engineering components, and discloses a prefabricated component for bank protection construction and a forming method.The prefabricated component comprises a frame, the bottom of the frame is connected with a bottom plate, the outer wall of one side of the frame is provided with two connectors, and the outer wall of the other side of the frame is provided with two connectors; the two joints correspond to the two interfaces in position; the anchoring assembly is used for anchoring the frame and the bottom plate in soil; the butt joint assembly is used for butt joint between the adjacent frames; the flow guide assembly is used for guiding accumulated water in the frame. Through the arrangement of the anchoring assembly, after the butt joint of the frame is completed, the six hollow pipes and the four rotating shafts can achieve a certain anchoring effect on the frame, the multiple pieces of flat iron and the multiple pieces of cambered-surface iron can provide resistance effects in the front, back, left and right directions for the frame in soil, and the anchoring effect is further improved; and more horizontal deviation of the frame is avoided.

Description

Technical Field

[0001] The invention relates to the technical field of hydraulic engineering components, and in particular to a prefabricated component for bank protection construction and a forming method thereof. Background Art

[0002] Bank protection engineering is an engineering measure taken to protect the banks of rivers, lakes and seas from the invasion and erosion of water flow, wind and waves, and tides. Prefabricated components are usually required in the construction of bank protection engineering. Prefabricated components in bank protection engineering are important structures used to prevent soil erosion, enhance the stability of bank slopes and protect the water environment. These components are prefabricated in the factory and transported to the construction site, with the advantages of fast construction and reliable quality.

[0003] Chinese patent CN216074978U discloses "a prefabricated component in a water conservancy and bank protection project", including an anti-slip strip and a component fixing strip, the right side of the anti-slip strip is connected to the windward surface, and the component body is installed on the outside of the windward surface, the lower end of the component body is provided with a component connection block, and the first fixing frame is installed inside the component body, and a reinforcing steel bar frame is provided inside the component connection block, and a reinforcing steel bar frame is installed on the upper end of the first fixing frame, a component reinforcement column is provided inside the reinforcing steel bar frame, and a second fixing frame is connected to the outside of the reinforcing steel bar frame, a connecting hole is installed inside the component reinforcement column, and the upper end of the component fixing strip is provided with the component body. The patent structure is relatively firm, which can effectively prevent the scouring of water waves, and the installation is relatively tight, not easy to loosen, and the surface has an anti-slip structure to prevent workers from falling into the water.

[0004] However, the prior art has the following problems: 1. In the prior art, when installing prefabricated components, the method of laying the prefabricated components flatly on the shore is usually adopted. When the prefabricated components are installed in soil with a high moisture content or installed on the shore with strong winds and waves, after long-term use, due to the loosening and sinking of the soil and the impact of water flow, some prefabricated components are prone to fall off, thereby affecting the service life of the bank protection project. Summary of the invention

[0005] The purpose of the present invention is to provide a prefabricated component and a forming method for bank protection construction in order to solve the above-mentioned problems and overcome the defects of the prior art, as described in detail below.

[0006] To achieve the above object, the present invention provides the following technical solutions: The present invention provides a prefabricated component for bank protection construction, comprising: a frame, the bottom of which is connected to a bottom plate; an anchoring assembly, used to anchor the frame and the bottom plate in the soil; a docking assembly, used to dock adjacent frames; a diversion assembly, used to divert water accumulated in the frame; the anchoring assembly is arranged on the bottom plate, the docking assembly is arranged on the outer wall of the frame, the diversion assembly is arranged inside the frame, the outer wall on one side of the frame is provided with two joints, the outer wall on the other side of the frame is provided with two interfaces, and the positions of the two joints and the two interfaces correspond to each other; The anchoring assembly includes ten sleeves, all of which are installed on the inner wall of the base plate, wherein the inner walls of six of the sleeves are respectively connected with hollow tubes, and the inner walls of the other four sleeves are respectively rotatably connected with rotating shafts, the outer wall of the hollow tube is connected with two flat irons, the outer wall of the rotating shaft is connected with two curved irons, the top of the rotating shaft is connected with a lever, a sliding groove is provided on the base plate, a slider is slidably connected to the sliding groove, one end of the slider is located in one of the interfaces, four protrusions are provided on the slider, and the four protrusions are respectively in contact with four levers.

[0007] Preferably, the ten sleeves are divided into two rows, five sleeves form one row, the two rows of sleeves are mirror-imaged, and the four rotating shafts and the six hollow tubes are staggered.

[0008] Preferably, two fork rods are hinged on the inner wall of the hollow tube, an inner shaft is slidably connected to the inner wall of the hollow tube, a pressure rod is connected to the top of the inner shaft, and six triangular blocks are arranged on the sliding block.

[0009] Preferably, the six triangular blocks are in contact with six pressure rods respectively, and the inner shaft is in contact with two fork rods when moving, and the two fork rods are centrally symmetrically arranged.

[0010] Preferably, the docking assembly includes four pins, the four pins are installed on one side of the frame, four mounting holes are provided on the other side of the frame, a base is installed in the mounting holes, four tooth blocks are installed on the base, a plurality of tooth rings are provided on the pins, and spring sheets are provided between the four tooth blocks and the mounting holes.

[0011] Preferably, the four latches are in contact with the four bases respectively during movement, and the multiple tooth rings on the latches are in contact with the four tooth blocks on the base during movement.

[0012] Preferably, the guide assembly includes a No. 1 sleeve, which is installed on an inner wall of one side of the frame, and a No. 2 sleeve is installed on the inner wall of the other side of the frame, and a guide tube is sleeved between the No. 1 sleeve and the No. 2 sleeve.

[0013] Preferably, the guide pipe is provided with a plurality of rows of filter holes, and a section of the guide pipe is located outside the frame.

[0014] Preferably, the inner wall of the No. 2 sleeve is provided with two buckling grooves, the outer surface of one end of the guide tube is connected with two protruding rods, the positions of the two protruding rods respectively correspond to the two buckling grooves, the outer wall of the No. 2 sleeve is connected with a shift shaft, the No. 2 sleeve is configured to be rotatable, and the slider is provided with a ramp block, and the ramp block contacts the shift shaft when moving.

[0015] A method for forming a prefabricated component for bank protection construction comprises the following steps: Step 1: Mold making: the frame, bottom plate, sliding groove, joint, interface and four mounting holes are cast as one piece, the slider, six triangular blocks, four convex blocks and inclined block are cast as one piece, and two molds are made according to the set shape features and dimensions; Step 2: Tie the steel bars. Tie the steel bars in the mold in advance, put the ten sleeves, No. 1 sleeve and No. 2 sleeve into the corresponding positions in advance, put the four pins and four bases into the corresponding positions in advance, and fix them temporarily; Step 3: pouring, pouring concrete into the mold, and after pouring, vibrating it with a vibrator; Step 4: Maintenance: water regularly during the maintenance period to keep the concrete in the mold moist; Step 5: Open the mold, take out the frame and the slider after opening the mold, and place the slider in the sliding groove; Step six: Component installation. Install the inner shaft and two fork rods in the hollow tube in advance, weld two flat irons on the outer wall of the hollow tube in advance, weld two curved irons and a lever on the rotating shaft in advance, install the six hollow tubes and four rotating shafts in ten sleeves respectively, and connect the guide tube between sleeve No. 1 and sleeve No. 2.

[0016] The beneficial effects are: 1. The prefabricated components for bank protection construction, through the setting of anchoring components, enable the six hollow tubes and four rotating shafts to anchor the frame to a certain extent after the frame is docked, and multiple flat irons and multiple curved irons can provide resistance to the frame in the four directions of front, back, left and right in the soil, further improving the anchoring effect and avoiding more horizontal displacement of the frame; through the setting of two fork rods in the hollow tube, the multiple fork rods can provide vertical resistance to the frame in the soil and avoid the frame from flipping up; by anchoring the frame, the probability of the frame falling off during subsequent use is greatly reduced, and the soil under the frame is also stabilized to reduce soil sliding and settlement.

[0017] 2. The prefabricated components used for bank protection construction improve the stability of the docking between the two frames through the setting of the docking components. Multiple frames can be connected together more firmly, which improves the overall stability and reduces the probability of subsequent falling off. In addition, the docking process is relatively simple and easy for staff to operate.

[0018] 3. The prefabricated components for bank protection construction, through the setting of the diversion assembly, multiple diversion pipes form a drainage pipeline, which discharges the accumulated water in multiple frames, reduces soil erosion inside the frames and at the bottom, and improves the quality and service life of the bank protection project; through the cooperation between the No. 2 sleeve and the diversion pipe, when the two frames are docked, the No. 2 sleeve can automatically buckle the diversion pipe, which improves the stability of the diversion pipe, and then improves the stability of the drainage pipeline, thereby ensuring the drainage function of the drainage pipeline. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0020] Figure 1 It is a schematic diagram of the appearance of the present invention; Figure 2 It is a schematic diagram of the overall structure of the present invention; Figure 3 is a schematic diagram of the structure of the anchor assembly of the present invention; Figure 4 It is a schematic diagram of the structure of the slider of the present invention; Figure 5 It is a schematic diagram of the hollow tube structure of the present invention; Figure 6 It is a schematic diagram of the rotating shaft structure of the present invention; Figure 7 It is a schematic diagram of the fork rod structure of the present invention; Figure 8 It is a schematic diagram of the docking assembly structure of the present invention; Fig. 9 is a schematic diagram of the gear ring structure of the present invention; Fig.10 It is a schematic diagram of the gear block structure of the present invention; Fig.11 It is a schematic diagram of the structure of the flow guide assembly of the present invention; Fig.12 It is a schematic diagram of the structure of the second sleeve of the present invention; Fig.13 It is a schematic diagram of the structure of the ramp block of the present invention.

[0021] The accompanying drawings are marked as follows: 1. frame; 2. bottom plate; 21. sliding groove; 3. joint; 4. interface; 5. anchor assembly; 51. slider; 52. triangle block; 53. protrusion; 54. sleeve; 55. hollow tube; 56. flat iron; 57. inner shaft; 58. pressure rod; 59. fork rod; 510. rotating shaft; 511. arc iron; 512. lever; 6. docking assembly; 61. latch; 62. gear ring; 63. mounting hole; 64. base; 65. gear block; 66. spring; 7. guide assembly; 71. sleeve No. 1; 72. sleeve No. 2; 73. guide tube; 74. protrusion; 75. buckle groove; 76. lever; 77. ramp block. DETAILED DESCRIPTION

[0022] To make the purpose, technical solution and advantages of the present invention clearer, the technical solution of the present invention will be described in detail below. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other implementation methods obtained by ordinary technicians in this field without making creative work belong to the scope of protection of the present invention. Example 1

[0023] See also Figure 1 - Figure 7A prefabricated component for bank protection construction includes: a frame 1, a bottom plate 2 is connected to the bottom of the frame 1, two joints 3 are arranged on one side of the outer wall of the frame 1, and two interfaces 4 are arranged on the other side of the outer wall of the frame 1. The positions of the two joints 3 and the two interfaces 4 correspond to each other. After the multiple frames 1 are butt-jointed and laid, earth is backfilled in the frame 1 and grass seeds are sown. Planting grass can fix the soil through the root system of the plant, enhance the stability of the bank slope soil, reduce soil erosion, and reduce the scouring of waves. The staff uses a tool to push the second frame 1 toward the first frame 1 so that the two joints 3 are inserted into the two interfaces 4. Through the two joints 3 and the two interfaces 4 guides the two frames 1 to complete docking; the anchor assembly 5 is used to anchor the frame 1 and the base plate 2 in the soil. The anchor assembly 5 is arranged on the base plate 2. The anchor assembly 5 includes ten sleeves 54. The ten sleeves 54 are all installed on the inner wall of the base plate 2. The inner walls of six sleeves 54 are respectively connected with hollow tubes 55, and the inner walls of the other four sleeves 54 are respectively rotatably connected with rotating shafts 510. The ten sleeves 54 are divided into two rows, five sleeves 54 form one row, and the two rows of sleeves 54 are mirror-imaged. The four rotating shafts 510 and the six hollow tubes 55 are staggered. The six hollow tubes 55 and the four rotating shafts 510 are inserted into the soil to anchor the frame 1. The outer wall of the hollow tube 55 is connected to two flat irons 56, and the outer wall of the rotating shaft 510 is connected to two curved irons 511. The two flat irons 56 on the hollow tube 55 and the two curved irons 511 on the rotating shaft 510 are parallel to the moving direction of the frame 1, reducing the resistance to the movement of the frame 1. The top of the rotating shaft 510 is connected to a lever 512, and a sliding groove 21 is provided on the bottom plate 2. A slider 51 is slidably connected to the sliding groove 21. One end of the slider 51 is located in one of the interfaces 4. Four protrusions 53 are provided on the slider 51. The four protrusions 53 are respectively in contact with the four levers 512. When the four protrusions 53 move, they are respectively moved through the four levers 51 2. Rotate the four rotating shafts 510 so that the four rotating shafts 510 rotate during the movement of the frame 1, so that the directions of the two curved irons 511 on the rotating shaft 510 are perpendicular to the direction of the flat iron 56. The shape of the curved iron 511 can reduce the resistance of the rotating shaft 510 during rotation. After the two frames 1 are docked, the flat iron 56 can play a role of resistance in the front-back direction in the soil, and the curved iron 511 can play a role of resistance in the left-right direction in the soil, so that the frame 1 is more firmly anchored in the soil, avoiding a large number of horizontal deviations of the frame 1 during subsequent use, and the flat iron 56 and the curved iron 511 can also improve the stability of the soil;The inner wall of the hollow tube 55 is hinged with two fork rods 59, and the inner wall of the hollow tube 55 is slidably connected with an inner shaft 57, and the top of the inner shaft 57 is connected with a pressure rod 58. Six triangular blocks 52 are arranged on the slider 51, and the six triangular blocks 52 are respectively in contact with the six pressure rods 58. When the inner shaft 57 moves, it contacts the two fork rods 59, and the two fork rods 59 are centrally symmetrically arranged. When the inner shaft 57 moves downward, the bottom of the inner shaft 57 abuts against the hinged position of the two fork rods 59, so that in the process of the inner shaft 57 moving downward, the end parts of the two fork rods 59 are respectively moved outward of the hollow tube 55 by utilizing the principle of lever, and the two fork rods 59 play an anchoring role for the hollow tube 55 in the soil. When the hollow tube 55 moves upward, the two fork rods 59 provide greater resistance, so that after the frame 1 is docked, the multiple fork rods 59 can provide vertical The anchoring assembly 5 has a vertical anchoring effect to prevent the frame 1 from turning up during subsequent use; through the setting of the anchoring assembly 5, after the frame 1 is docked, the six hollow tubes 55 and the four rotating shafts 510 can play a certain anchoring role on the frame 1, and the multiple flat irons 56 and the multiple curved irons 511 can provide resistance to the frame 1 in the four directions of front, back, left and right in the soil, further improving the anchoring effect and preventing the frame 1 from having a lot of horizontal deviation; through the setting of the two fork rods 59 in the hollow tube 55, the multiple fork rods 59 play a vertical resistance role on the frame 1 in the soil to prevent the frame 1 from turning up; by anchoring the frame 1, the probability of the frame 1 falling off during subsequent use is greatly reduced, and the soil under the frame 1 is also stabilized to reduce soil sliding and settlement. ;

[0024] For further information, see Figure 8 - Fig.10 The docking assembly 6 is used for docking between adjacent frames 1. The docking assembly 6 is arranged on the outer wall of the frame 1. The docking assembly 6 includes four latches 61. The four latches 61 are installed on one side of the frame 1. Four mounting holes 63 are arranged on the other side of the frame 1. A base 64 is installed in the mounting hole 63. Four tooth blocks 65 are installed on the base 64. A plurality of tooth rings 62 are arranged on the latch 61. A spring piece 66 is arranged between the four tooth blocks 65 and the mounting hole 63. The four latches 61 are in contact with the four bases 64 respectively during the movement. The plurality of tooth rings 62 on the latch 61 are in contact with the four bases 64 during the movement. During the process, it contacts with the four tooth blocks 65 on the base 64, and the teeth on the tooth ring 62 and the tooth block 65 are unidirectionally set, so that after the pin 61 is inserted between the four tooth blocks 65, the pin 61 can no longer be pulled out, thereby achieving the effect of connecting and fixing the two frames 1, and improving the stability of the connection between the frames 1; through the setting of the docking assembly 6, the stability of the docking between the two frames 1 is improved, and multiple frames 1 can be connected together more firmly, which improves the overall stability and reduces the probability of subsequent falling off, and the docking process is relatively simple, which is convenient for staff to operate.

[0025] Further, see Fig.11 - Fig.13 The guide assembly 7 is used to guide the accumulated water in the guide frame 1. The guide assembly 7 is arranged in the frame 1. The guide assembly 7 includes a No. 1 sleeve 71. The No. 1 sleeve 71 is installed on the inner wall of one side of the frame 1. The No. 2 sleeve 72 is installed on the inner wall of the other side of the frame 1. A guide pipe 73 is sleeved between the No. 1 sleeve 71 and the No. 2 sleeve 72. The guide pipe 73 is provided with multiple rows of filter holes. One section of the guide pipe 73 is located outside the frame 1. The guide pipe 73 protruding from the frame 1 can be inserted into the No. 2 sleeve 72 on another frame 1. The No. 2 sleeve 72 is connected to the two guide pipes 73. The plurality of guide pipes 73 form a drainage pipeline, and the guide pipe 73 at the end is connected to the drainage system, so that part of the accumulated water in the plurality of frames 1 is discharged through the plurality of guide pipes 73, thereby avoiding a certain amount of water and soil loss caused by the overflow of the accumulated water in the plurality of frames 1. When the water and soil loss is large, the stability of the frame 1 in the soil may be affected, and the risk of the frame 1 falling off may be increased; the inner wall of the second sleeve 72 is provided with two buckle grooves 75, and the outer surface of one end of the guide pipe 73 is connected with two protruding rods 74, and the positions of the two protruding rods 74 are respectively The two buckling grooves 75 correspond to each other, and the outer wall of the second sleeve 72 is connected with a dial shaft 76. The second sleeve 72 is set to be rotatable, and a slope block 77 is set on the slider 51. The slope block 77 contacts the dial shaft 76 when moving. After the two protruding rods 74 on the guide tube 73 enter the two buckling grooves 75, the second sleeve 72 is rotated to make the two buckling grooves 75 buckle the two protruding rods 74, so that the two protruding rods 74 cannot be reset, thereby achieving the effect of the second sleeve 72 fixing the guide tube 73. After multiple guide tubes 73 are fixed, the stability of the entire drainage pipeline can be improved. The invention can prevent some of the guide pipes 73 from being misplaced and affecting the drainage effect; through the arrangement of the guide assembly 7, multiple guide pipes 73 form a drainage pipeline to discharge the accumulated water in multiple frames 1, reduce the soil erosion inside and at the bottom of the frame 1, and improve the quality and service life of the bank protection project; through the cooperation between the No. 2 sleeve 72 and the guide pipe 73, when the two frames 1 are docked, the No. 2 sleeve 72 can automatically buckle the guide pipe 73, thereby improving the stability of the guide pipe 73, and then improving the stability of the drainage pipeline, thereby ensuring the drainage function of the drainage pipeline. Example 2

[0026] A method for forming a prefabricated component for bank protection construction, using a prefabricated component for bank protection construction in Example 1, further comprising the following steps: Step 1: mold making, the frame 1, the bottom plate 2, the sliding groove 21, the joint 3, the interface 4 and the four mounting holes 63 are cast as one piece, the slider 51, the six triangular blocks 52, the four protrusions 53 and the inclined block 77 are cast as one piece, and two molds are made according to the set shape characteristics and dimensions; Step 2: Tie the steel bars. Tie the steel bars in advance in the mold, put the ten sleeves 54, the No. 1 sleeve 71 and the No. 2 sleeve 72 into the corresponding positions in advance, put the four latches 61 and the four bases 64 into the corresponding positions in advance, and temporarily fix them; Step 3: pouring, pouring concrete into the mold, and after pouring, vibrating it with a vibrator; Step 4: Maintenance: water regularly during the maintenance period to keep the concrete in the mold moist; Step 5: Open the mold, take out the frame 1 and the slider 51 after opening the mold, and place the slider 51 in the sliding groove 21; Step six: Component installation. Install the inner shaft 57 and two fork rods 59 in the hollow tube 55 in advance. Weld two flat irons 56 to the outer wall of the hollow tube 55 in advance. Weld two curved irons 511 and a lever 512 to the rotating shaft 510 in advance. Install the six hollow tubes 55 and the four rotating shafts 510 in the ten sleeves 54 respectively. Socket the guide tube 73 between the No. 1 sleeve 71 and the No. 2 sleeve 72.

[0027] With the above structure, the working principle of this case is that the staff first places the first frame 1 on the soil, and uses a tool to press the first frame 1 downward, so that the six hollow tubes 55 and the four rotating shafts 510 are inserted into the soil to anchor the frame 1. After the first frame 1 is fixed, the second frame 1 is fixed on its right side in the above manner. At this time, the two joints 3 of the second frame 1 are aligned with the two interfaces 4 of the first frame 1. The staff uses a tool to push the second frame 1 toward the first frame 1, so that the two joints 3 are inserted into the two interfaces 4. Through the guiding effect of the two joints 3 and the two interfaces 4, the two frames 1 are docked. At the same time, The four latches 61 on the first frame 1 are inserted into the four mounting holes 63, and the multiple tooth rings 62 on the latch 61 push the four tooth blocks 65 on the base 64 outward, so that the latch 61 and the tooth ring 62 are inserted between the four tooth blocks 65. When the end of the latch 61 abuts against the base 64, the two frames 1 are docked. At this time, the multiple tooth rings 62 and the four tooth blocks 65 are meshed, and the four spring pieces 66 keep the four tooth blocks 65 on the tooth ring 62. Since the teeth on the tooth ring 62 and the tooth block 65 are unidirectionally set, after the latch 61 is inserted between the four tooth blocks 65, the latch 61 can no longer be pulled out, thereby achieving the effect of connecting and fixing the two frames 1, and improving the connection between the frames 1. When the two joints 3 are inserted into the two interfaces 4, one of the joints 3 abuts against one end of the slider 51 located in the interface 4 and pushes the slider 51 to the left, so that the slider 51 slides to the left on the sliding groove 21 of the bottom plate 2. When the slider 51 moves to the left, the six triangular blocks 52, four protrusions 53 and the inclined block 77 above it move synchronously. Since the two flat irons 56 on the hollow tube 55 and the two curved irons 511 on the rotating shaft 510 are parallel to the moving direction of the frame 1, the resistance to the movement of the frame 1 is reduced. When the four protrusions 53 move, the four protrusions 53 respectively rotate the four rotating shafts 510 through the four levers 512, so that the four rotating shafts 510 The frame 1 rotates during its movement. When the frame 1 is moved into position, the four rotating shafts 510 rotate 90 degrees, so that the directions of the two curved irons 511 on the rotating shaft 510 are perpendicular to the direction of the flat iron 56. The shape of the curved iron 511 can reduce the resistance of the rotating shaft 510 during rotation. After the two frames 1 are docked, the flat iron 56 can play a role of resistance in the front-to-back direction in the soil, and the curved iron 511 can play a role of resistance in the left-to-right direction in the soil, so that the frame 1 is anchored more firmly in the soil, avoiding the frame 1 from deviating in the horizontal direction during subsequent use. In addition, the flat iron 56 and the curved iron 511 can also improve the stability of the soil.The six triangular blocks 52 press the six inner shafts 57 downwards through the six pressure rods 58 during the movement. When the inner shaft 57 moves downward, the bottom of the inner shaft 57 hits the hinged position of the two fork rods 59, so that in the process of the inner shaft 57 moving downward, the end portions of the two fork rods 59 are moved toward the outside of the hollow tube 55 respectively by utilizing the lever principle, and finally a bifurcation effect is achieved. After the two fork rods 59 are bifurcated, the angle between the fork rods 59 and the hollow tube 55 is an acute angle. The two fork rods 59 anchor the hollow tube 55 in the soil. When the hollow tube 55 moves upward, the two fork rods 59 provide greater resistance, so that after the frame 1 is docked, the multiple fork rods 59 can provide an anchoring effect in the vertical direction to prevent the frame 1 from turning up during subsequent use. The docking assembly 6 is provided to improve the stability of the docking between the two frames 1, and the multiple frames 1 can be more firmly connected. The frame 1 is connected together, which improves the overall stability and reduces the probability of subsequent falling off. The docking process is relatively simple and easy for the staff to operate. Through the setting of the anchoring assembly 5, after the frame 1 is docked, the six hollow tubes 55 and the four rotating shafts 510 can play a certain anchoring role on the frame 1. The multiple flat irons 56 and the multiple curved irons 511 can provide resistance to the frame 1 in the four directions of front, back, left and right in the soil, further improving the anchoring effect and preventing the frame 1 from having more horizontal deviations. Through the setting of the two fork rods 59 in the hollow tube 55, the multiple fork rods 59 play a vertical resistance role on the frame 1 in the soil to prevent the frame 1 from turning up. By anchoring the frame 1, the probability of the frame 1 falling off in the subsequent use process is greatly reduced, and the soil under the frame 1 is also stabilized to reduce soil sliding and settlement.

[0028] When the two frames 1 are butted together, since the guide tube 73 at the No. 1 sleeve 71 protrudes a section, during the butt-joining process, the protruding guide tube 73 on the second frame 1 is inserted into the No. 2 sleeve 72 on the first frame 1. The No. 2 sleeve 72 plays a butt-joining role for the two guide tubes 73, so that the guide tubes 73 between multiple frames 1 can be connected together. After the butt-joining and laying of multiple frames 1 is completed, backfill earth in the frame 1 and sow grass seeds. Planting grass can fix the soil through the root system of the plant, enhance the stability of the slope soil, reduce soil erosion, and reduce the impact of waves. When the water level rises or there is heavy rainfall, the water content of the soil in the frame 1 is high, and part of the water in the frame 1 can enter the guide pipe 73 through the filter holes on the guide pipe 73. The multiple guide pipes 73 form a drainage pipeline, and the guide pipes 73 at the end are connected to the drainage system, so that part of the accumulated water in the multiple frames 1 is discharged through the multiple guide pipes 73, avoiding the accumulation of water in the multiple frames 1, which causes a certain amount of soil and water loss when the accumulated water overflows. When the soil and water loss is large, it may affect the stability of the frame 1 in the soil and increase the risk of the frame 1 falling off; in the guide pipe When the second sleeve 72 is inserted into the second sleeve 73, the two protruding rods 74 on the guide tube 73 enter the two buckling grooves 75. When the two protruding rods 74 enter the buckling grooves 75, the slider 51 contacts the dial shaft 76 through the inclined block 77 during the movement, so that the dial shaft 76 drives the second sleeve 72 to rotate. After the second sleeve 72 rotates, the two buckling grooves 75 buckle the two protruding rods 74, so that the two protruding rods 74 cannot be reset, thereby achieving the effect of the second sleeve 72 fixing the guide tube 73. After multiple guide tubes 73 are fixed, the stability of the entire drainage pipeline can be improved. Qualitative, to avoid the misalignment of some guide pipes 73 and affect the drainage effect; through the setting of the guide assembly 7, multiple guide pipes 73 form a drainage pipeline to discharge the accumulated water in multiple frames 1, reduce soil erosion inside and at the bottom of the frame 1, and improve the quality and service life of the bank protection project; through the cooperation between the No. 2 sleeve 72 and the guide pipe 73, when the two frames 1 are docked, the No. 2 sleeve 72 can automatically buckle the guide pipe 73, which improves the stability of the guide pipe 73, and then improves the stability of the drainage pipeline, thereby ensuring the drainage function of the drainage pipeline.

[0029] The above is only a specific embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any person skilled in the art can easily think of changes or substitutions within the technical scope disclosed by the present invention, which should be included in the protection scope of the present invention. Therefore, the protection scope of the present invention should be based on the protection scope of the claims.

Claims

1. A prefabricated component for bank protection construction, characterized in that: include: A frame (1), wherein the bottom of the frame (1) is connected to a bottom plate (2); An anchoring assembly (5) for anchoring the frame (1) and the base plate (2) in the soil; A docking assembly (6) used for docking adjacent frames (1); A diversion assembly (7) for diverting accumulated water in the diversion frame (1); The anchoring assembly (5) is arranged on the bottom plate (2), the docking assembly (6) is arranged on the outer wall of the frame (1), the flow guide assembly (7) is arranged inside the frame (1), one side of the outer wall of the frame (1) is provided with two joints (3), and the other side of the outer wall of the frame (1) is provided with two interfaces (4), and the positions of the two joints (3) and the two interfaces (4) correspond to each other; The anchor assembly (5) comprises ten sleeves (54), and the ten sleeves (54) are all mounted on the inner wall of the bottom plate (2), wherein the inner walls of six of the sleeves (54) are respectively connected to hollow tubes (55), and the inner walls of the other four sleeves (54) are respectively rotatably connected to rotating shafts (510), the outer walls of the hollow tubes (55) are connected to two flat irons (56), the outer wall of the rotating shaft (510) is connected to two curved irons (511), the top of the rotating shaft (510) is connected to a lever (512), a sliding groove (21) is provided on the bottom plate (2), a slider (51) is slidably connected to the sliding groove (21), one end of the slider (51) is located in one of the interfaces (4), and four protrusions (53) are provided on the slider (51), and the four protrusions (53) are respectively in contact with four levers (512).

2. The prefabricated component for bank protection construction according to claim 1 is characterized in that: The ten sleeves (54) are divided into two rows, five sleeves (54) form one row, the two rows of sleeves (54) are arranged in a mirror image, and the four rotating shafts (510) and the six hollow tubes (55) are arranged in a staggered manner.

3. The prefabricated component for bank protection construction according to claim 2 is characterized in that: The inner wall of the hollow tube (55) is hinged with two fork rods (59), the inner wall of the hollow tube (55) is slidably connected with an inner shaft (57), the top of the inner shaft (57) is connected with a pressure rod (58), and six triangular blocks (52) are arranged on the slider (51).

4. The prefabricated component for bank protection construction according to claim 3 is characterized in that: The six triangular blocks (52) are in contact with six pressure rods (58) respectively, and the inner shaft (57) is in contact with two fork rods (59) when moving, and the two fork rods (59) are centrally symmetrically arranged.

5. The prefabricated component for bank protection construction according to claim 4 is characterized in that: The docking assembly (6) comprises four latches (61), the four latches (61) being mounted on one side of the frame (1), the other side of the frame (1) being provided with four mounting holes (63), a base (64) being mounted in the mounting holes (63), four tooth blocks (65) being mounted on the base (64), a plurality of tooth rings (62) being provided on the latches (61), and spring sheets (66) being provided between the four tooth blocks (65) and the mounting holes (63).

6. The prefabricated component for bank protection construction according to claim 5, characterized in that: The four latches (61) are in contact with the four bases (64) respectively during movement, and the plurality of tooth rings (62) on the latches (61) are in contact with the four tooth blocks (65) on the base (64) during movement.

7. The prefabricated component for bank protection construction according to claim 6 is characterized in that: The flow guide assembly (7) comprises a first sleeve (71), the first sleeve (71) being mounted on an inner wall of one side of the frame (1), a second sleeve (72) being mounted on an inner wall of the other side of the frame (1), and a flow guide tube (73) being sleeved between the first sleeve (71) and the second sleeve (72).

8. The prefabricated component for bank protection construction according to claim 7 is characterized in that: The flow guide pipe (73) is provided with a plurality of rows of filter holes, and a section of the flow guide pipe (73) is located outside the frame (1).

9. The prefabricated component for bank protection construction according to claim 8, characterized in that: The inner wall of the second sleeve (72) is provided with two buckling grooves (75); the outer surface of one end of the guide tube (73) is connected to two protruding rods (74); the positions of the two protruding rods (74) respectively correspond to the two buckling grooves (75); the outer wall of the second sleeve (72) is connected to a shifting shaft (76); the second sleeve (72) is configured to be rotatable; the slider (51) is provided with an inclined surface block (77); the inclined surface block (77) contacts the shifting shaft (76) when moving.

10. A method for forming prefabricated components for bank protection construction, characterized in that: The prefabricated component for bank protection construction according to any one of claims 1 to 9 further comprises the following steps: Step 1: mold making, the frame (1), the bottom plate (2), the sliding groove (21), the joint (3), the interface (4) and the four mounting holes (63) are cast as one piece, the slider (51), the six triangular blocks (52), the four protrusions (53) and the inclined block (77) are cast as one piece, and two molds are made according to the set appearance characteristics and dimensions; Step 2: Tie the steel bars. Tie the steel bars in advance in the mold, put the ten sleeves (54), the first sleeve (71) and the second sleeve (72) in the corresponding positions in advance, put the four latches (61) and the four bases (64) in the corresponding positions in advance, and temporarily fix them; Step 3: pouring, pouring concrete into the mold, and after pouring, vibrating it with a vibrator; Step 4: Maintenance: water regularly during the maintenance period to keep the concrete in the mold moist; Step 5: Open the mold, take out the frame (1) and the slider (51) after opening the mold, and place the slider (51) in the sliding groove (21); Step 6: Component installation: install the inner shaft (57) and two fork rods (59) in the hollow tube (55) in advance, weld two flat irons (56) to the outer wall of the hollow tube (55) in advance, weld two curved irons (511) and a lever (512) on the rotating shaft (510) in advance, install the six hollow tubes (55) and the four rotating shafts (510) in the ten sleeves (54) respectively, and sleeve the guide tube (73) between the first sleeve (71) and the second sleeve (72).

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