Reset type upstream slope cushion and mortar material synchronous construction equipment for face rockfill dam

Abstract

The utility model provides a kind of upstream slope cushion material and mortar material synchronous construction equipment of reset type faceplate rockfill dam, belong to water conservancy engineering technical field, including caterpillar travelling system, caterpillar travelling system upper portion is provided with rack, the front of rack is provided with cab and power and hydraulic device, middle part is provided with first cushion material hopper and second cushion material hopper, rear is provided with mortar hopper, rack one side middle lower portion is provided with cushion material forming device, the other side upper portion is provided with counterweight, cushion material forming device is located first cushion material hopper discharge port side, vibration ram upper end is set on rack, lower end is inserted into cushion material forming device, mortar hopper upper portion is provided with mortar pump, mortar pump pumps mortar material into mortar material forming device, mortar material forming device is set on the lower rear of rack on the same side of cushion material forming device, and cushion material scraper is provided at second cushion material hopper discharge port;The device can realize cushion material and mortar material synchronous construction while realizing 40cm cushion material layering paving.

Description

Technical Field

[0001] This invention belongs to the technical field of construction equipment for river dams in water conservancy projects, specifically relating to a synchronous construction equipment for upstream slope cushion material and mortar material of a repositionable rockfill dam. Background Technology

[0002] In the construction of concrete-faced rockfill dams, the slope of the foundation material is a critical construction part, and its quality directly affects the operational safety of the face and the dam body. Currently, commonly used slope stabilization methods mainly include sloping roller-compacted mortar slope stabilization, extruded concrete sidewall slope stabilization, and formwork slope stabilization.

[0003] The first step in slope stabilization is to construct the slab sidewall before filling the dam. This technique relies heavily on concrete mixer trucks for transporting concrete, and to meet the trucking requirements, the concrete slump cannot be too low. This leads to slow slab forming, poor forming results, high admixture consumption, and a large workload for post-construction defect handling. The current formwork stabilization technique still heavily relies on manual labor, resulting in low mechanization, poor construction efficiency, and susceptibility to interference from on-site operations. The roller-compacted mortar stabilization technique involves spreading mortar after filling, initial compaction, slope trimming, and roller compaction of the subgrade. Its main drawback is the asynchronous construction, leading to low efficiency and tight deadlines. Furthermore, existing paving equipment cannot turn around in place; hoisting equipment is needed to lift the paved material back to its initial position for the next layer. Therefore, there is an urgent need to develop an integrated subgrade material spreading and stabilization molding device to solve these problems. Summary of the Invention

[0004] The technical problem to be solved by the present invention is to overcome the shortcomings of the prior art and provide a synchronous construction equipment for the cushion material and mortar material of the upstream slope of the repositionable panel rockfill dam, which realizes the synchronous construction of cushion material and mortar material while completing the layered spreading and compaction of 40cm cushion material.

[0005] The technical solution adopted to solve the above-mentioned technical problems is: a synchronous construction equipment for the upstream slope cushion material and mortar material of a repositionable panel rockfill dam, including a tracked walking system. A frame is set on the upper part of the tracked walking system. The front part of the frame is equipped with a driver's cab and a power and hydraulic device. The middle part is equipped with a first cushion material hopper and a second cushion material hopper. The rear part is equipped with a mortar hopper. A cushion material forming device is set on the lower middle part of one side of the frame, and a counterweight is set on the upper part of the other side. The cushion material forming device is located on the side of the discharge port of the first cushion material hopper. The upper end of the vibratory tamper is set on the upper part of the frame, and the lower end extends into the cushion material forming device. A mortar pump is set on the upper part of the mortar hopper. The mortar pump pumps the mortar material into the mortar forming device. The mortar forming device is set on the lower rear part of the frame on the same side as the cushion material forming device. A cushion material scraper is set at the discharge port of the second cushion material hopper.

[0006] The first cushion layer hopper of the present invention includes a hopper body, the hopper body including a first rectangular trough and a second rectangular trough, the first rectangular trough and the second rectangular trough are connected, a first inclined plate is provided at the left end of the first rectangular trough and the first inclined plate is provided at the right end of the first inclined plate, the bottom of the connecting baffle is flush with the bottom of the first rectangular trough and the second rectangular trough, the two ends of the connecting baffle are respectively connected to the side walls of the first rectangular trough and the second rectangular trough, an inverted V-shaped plate is provided between the connecting baffle and the inner side wall of the right end of the second rectangular trough, a second discharge port is formed between the inverted V-shaped plate and the rear side wall of the right end of the second rectangular trough, a second inclined plate is provided on the inner side of the right end of the first rectangular trough, the second inclined plate is connected to the connecting baffle, and a first discharge port is formed between the second inclined plate and the inner side wall of the right side of the first rectangular trough.

[0007] The underlayment material forming device of the present invention includes an underlayment material forming chamber, and an underlayment material pushing device is provided at the rear center of the outer side of the underlayment material forming chamber.

[0008] The bedding material forming hopper of the present invention includes a first hopper, a second hopper, and a third hopper. The first and second hoppers are arranged vertically and flush with each other, and a partition is provided between them. The bottom of the first and second hoppers is 20cm from the ground. A lifting baffle is provided on the lower outer side of the first hopper. The base of the eleventh hydraulic cylinder is provided on the outer wall of the first hopper, and the end of the piston rod is provided on the outer wall of the lifting baffle. A bedding material sealing baffle is vertically provided at the rear end of the outer side of the lifting baffle. A first screw conveyor is provided on the lifting baffle and moves up and down with it. A bedding material sealing top plate is vertically provided on the outer side of the lower end of the second hopper. The third hopper is arranged parallel to the second hopper and is connected to one corner of the second hopper. The bottom of the third hopper is closed and is vertically flush with the second hopper. The outer wall of the third hopper is 20cm from the bottom of the hopper, forming a third discharge port. A second screw conveyor is provided on the side wall of the third hopper opposite to the third discharge port. A bedding material forming side plate is vertically provided on the outer end of the rear side wall of the third hopper. The upper end of the bedding material forming side plate is flush with the upper end of the second hopper, and the lower end is 20cm higher than the lower end of the second hopper.

[0009] The cushion material feeding device of the present invention includes two sets of I-shaped slide rails. The top of the I-shaped slide rails is fixed to the frame, and the lower part is provided with a first loop slide plate. The inner side of the first loop slide plate is fixed to the end of the piston rod of the first hydraulic cylinder. The base of the first hydraulic cylinder is fixed to the first fixed plate, and the first fixed plate is fixed to the frame. A first cross brace is provided between the bottoms of the two sets of first loop slide plates. Two sets of L-shaped rods are spaced apart at the rear end of the outer side of the first cross brace. A fixed back plate is provided between the two sets of L-shaped rods. The inner side of the fixed back plate is connected to the base of the second hydraulic cylinder. A sealing side plate is provided at the end of the piston rod of the second hydraulic cylinder. Two sets of inverted L-shaped rods are spaced apart on the first cross brace. The lower part of the side arm of the two sets of inverted L-shaped rods is connected to the base of the third hydraulic cylinder. A second cross brace is provided between the ends of the piston rods of the two sets of third hydraulic cylinders. A U-shaped rod is provided at the lower front part of the second cross brace. An adjustable side plate is rotatably provided on the bottom of the U-shaped rod. The inner side of the second cross brace is connected to the base of the fourth hydraulic cylinder. The end of the piston rod of the fourth hydraulic cylinder is provided on the adjustable side plate.

[0010] The adjustable side plate of the present invention includes a side plate body with an L-shaped longitudinal section. A first U-shaped groove is provided on the upper rear side of the side plate body. A first L-shaped push plate is arranged parallel to the side plate body and extends into the first U-shaped groove. The outer side of the side arm of the first L-shaped push plate is connected to the piston rod end of a sixth hydraulic cylinder. The base of the sixth hydraulic cylinder is provided on the surface of the side plate body. A second U-shaped groove is provided on the upper front side of the side plate body. A second L-shaped push plate is arranged parallel to the side plate body and extends into the second U-shaped groove. The outer side of the side arm of the second L-shaped push plate is connected to the piston rod end of a fifth hydraulic cylinder. The base of the fifth hydraulic cylinder is provided on the surface of the side plate body. A connecting buckle is provided on the outer surface of the second U-shaped groove. The bottom of the U-shaped rod is provided in the connecting buckle and can rotate relative to it.

[0011] The mortar forming device of the present invention includes a mortar feeding device fixed on the frame, a mortar forming chamber provided at the lower part of the mortar feeding device, a mortar sealing side plate provided at the front end of the mortar forming chamber, and a mortar horizontal scraping unit provided at the upper part of the mortar forming chamber, the mortar horizontal scraping unit being fixed on the frame.

[0012] The mortar forming hopper of the present invention includes a forming hopper template. A mortar forming side plate is vertically arranged on the front side of the forming hopper template, an L-shaped template is vertically arranged on the rear side, and a mortar sealing baffle is vertically arranged on the lower side. The width of the mortar forming side plate is 10cm wider than the side arm of the L-shaped template. A tail plate is vertically arranged at the free end of the mortar sealing baffle. A vibrating plate is arranged inside the forming hopper template. A vibrating connecting plate is vertically arranged on the vibrating plate. Reinforcing ribs are symmetrically arranged vertically on both sides of the vibrating connecting plate. The vibrating connecting plate passes through the forming hopper template and is connected to the vibrator. Pin holes are machined on both the vibrating connecting plate and the reinforcing ribs.

[0013] The mortar feeding device of the present invention includes two sets of first T-shaped slide rails. Each set of first T-shaped slide rails has a second fixed plate at one end and is connected to a U-shaped fixed frame at the other end. A U-shaped sliding plate is provided on the first T-shaped slide rail. A movable cross brace is provided at the top of the U-shaped sliding plate. The outer side of the movable cross brace is connected to the end of the piston rod of an eighth hydraulic cylinder, and the bottom is connected to the base of a seventh hydraulic cylinder. The base of the eighth hydraulic cylinder is connected to the inner side of the U-shaped fixed frame. The end of the piston rod of the seventh hydraulic cylinder is connected to a movable support. A U-shaped frame is provided on the inner side of the lower part of the movable support. The lower outer side is connected to the base of the tenth hydraulic cylinder. The mortar forming chamber is rotatably set at the bottom of the U-shaped frame. The piston rod end of the tenth hydraulic cylinder is connected to the surface of the mortar forming chamber. A vertical connecting rod is set vertically at the bottom of the U-shaped fixed frame. A third U-shaped groove is set on the lower front side of the vertical connecting rod. The mortar sealing side plate is an L-shaped plate. The long arm end of the mortar sealing side plate extends into the third U-shaped groove. The inner side of the short arm end of the mortar sealing side plate is connected to the piston end of the ninth hydraulic cylinder. The base of the ninth hydraulic cylinder is fixed to the lower outer side of the vertical connecting rod.

[0014] The mortar horizontal scraping unit of the present invention includes two sets of second T-shaped slide rails. Each set of second T-shaped slide rails is provided with a third fixing plate at its end and a second loop slide plate is slidably provided on its upper surface. The third fixing plate is fixedly provided on the frame. A horizontal scraper is provided at the lower part of the second loop slide plate and its inner side is connected to the piston rod end of the twelfth hydraulic cylinder. The base of the twelfth hydraulic cylinder is fixed to the outer side of the third fixing plate. The horizontal scraper is provided with two sets of through holes, one set as a feed hole and the other set as an exhaust hole.

[0015] 1. The first cushion layer hopper of the present invention has two discharge ports, one of which corresponds to the first bin and the other of which corresponds to the third bin. Through the arrangement of two discharge ports and two forming bins, the 40cm thick cushion layer material is laid in layers and formed. A vibratory tamper is set in the forming bin to effectively ensure that the paving is uniform and dense.

[0016] 2. The adjustable side plate of the present invention has an L-shaped structure. Two sets of slidable L-shaped push plates are provided on the side plate body. The distance between the adjustable side plate and the top plate of the pad material sealing and the sealing side plate is adjusted by pushing the L-shaped push plates through the fifth hydraulic cylinder and the sixth hydraulic cylinder to prevent leakage of transition material during compression.

[0017] 3. The cushion material propulsion device of the present invention can realize the lateral movement and vertical movement of the adjustable side plate, and cooperate with the fourth hydraulic cylinder to realize the slope adjustment of the adjustable side plate, so as to realize the cushion material paving of rockfill dams with different slope ratios.

[0018] 4. The mortar forming device of the present invention includes a forming chamber template, a mortar sealing side plate, an L-shaped template, a mortar sealing baffle, and a tail plate. The width of the mortar sealing side plate is 10cm wider than the side arm of the L-shaped template. When the mortar is formed, the mortar forming chamber is driven forward by the forward movement of the track walking system. One side arm of the L-shaped template scrapes off the excess 10cm of mortar, and the other side arm and tail plate of the L-shaped template smooth the forming surface to keep it flat. A vibrating plate is provided inside the forming chamber template to vibrate and compact the mortar layer.

[0019] 5. The mortar material propulsion device of the present invention can realize the lateral and vertical movement of the mortar material forming chamber. The slope ratio is adjusted by driving the mortar material forming chamber to rotate through the tenth hydraulic cylinder. Mortar material of the required size is then laid on the inclined surface of the paved subbase material and compacted and leveled to realize the synchronous construction of mortar material and subbase material. Attached Figure Description

[0020] Figure 1 This is a schematic diagram of the structure of the present invention. Figure 1 .

[0021] Figure 2 yes Figure 1 The main view.

[0022] Figure 3 This is a schematic diagram of the structure of the present invention. Figure 2 .

[0023] Figure 4 yes Figure 1 Schematic diagram of the structure of the first cushion layer hopper 5 Figure 1 .

[0024] Figure 5 yes Figure 1 Schematic diagram of the structure of the first cushion layer hopper 5 Figure 2 .

[0025] Figure 6 yes Figure 1 A schematic diagram of the structure of the intermediate layer material forming device 11.

[0026] Figure 7 yes Figure 5 Schematic diagram of the structure of the intermediate cushion material forming hopper 11-1 Figure 1 .

[0027] Figure 8 yes Figure 5 Schematic diagram of the structure of the intermediate cushion material forming hopper 11-1 Figure 2 .

[0028] Figure 9 yes Figure 5 A schematic diagram of the structure of the middle lifting baffle 11-1-10.

[0029] Figure 10 yes Figure 5 Schematic diagram of the structure of the intermediate cushion material propulsion device 11-2 Figure 1 .

[0030] Figure 11 yes Figure 5 Schematic diagram of the structure of the intermediate cushion material propulsion device 11-2 Figure 2 .

[0031] Figure 12 yes Figure 5 Schematic diagram of the structure of the intermediate cushion material forming hopper 11-1 Figure 3 .

[0032] Figure 13 yes Figure 12 A schematic diagram of the adjustable side panel 11-2-10.

[0033] Figure 14 yes Figure 1 Schematic diagram of the medium sand slurry forming device 9 Figure 1 .

[0034] Figure 15 yes Figure 1 Schematic diagram of the medium sand slurry forming device 9 Figure 2 .

[0035] Figure 16 yes Figure 1 Schematic diagram of the medium sand slurry forming device 9 Figure 3 .

[0036] Figure 17 yes Figure 14 Schematic diagram of the structure of medium sand slurry forming silo 9-2.

[0037] Figure 18 yes Figure 17 Schematic diagram of the structure of the medium vibration plate 9-2-5.

[0038] Figure 19 yes Figure 14 Schematic diagram of the medium sand slurry propulsion device 9-1.

[0039] Figure 20 yes Figure 14 Schematic diagram of the horizontal scraping unit 9-4 for medium sand slurry.

[0040] In the diagram: 1. Frame; 2. Tracked walking system; 3. Cab; 4. Power and hydraulic system; 5. First subgrade hopper; 6. Second subgrade hopper; 7. Mortar pump; 8. Mortar hopper; 9. Mortar forming device; 10. Subgrade material scraper; 11. Subgrade material forming device; 12. Vibratory compactor; 13. Counterweight; 5-1. First rectangular trough; 5-2. Second rectangular trough; 5-3. First inclined plate; 5-4. Inverted V-shaped plate; 5-5. Second inclined plate; 5-6. Connecting baffle. 9-1. Mortar material feeding device; 9-2. Mortar material forming chamber; 9-3. Mortar material sealing side plate; 9-4. Mortar material horizontal scraping unit; 9-1-1. Second fixed plate; 9-1-2. Movable cross brace; 9-1-3. U-shaped frame; 9-1-4. Seventh hydraulic cylinder; 9-1-5. Movable support; 9-1-6. Eighth hydraulic cylinder; 9-1-7. U-shaped fixed frame; 9-1-8. Vertical connecting rod; 9-1-9. Ninth hydraulic cylinder; 9-1-10. Tenth hydraulic cylinder; 9-1-11. First T-shaped slide rail; 9-1-12. U-shaped sliding plate; 9-1-13. Third U-shaped groove; 9- 2-1. Tail plate; 9-2-2. Mortar sealing baffle; 9-2-3. Mortar forming side plate; 9-2-4. Forming chamber template; 9-2-5. Vibrating plate; 9-2-6. Vibrating connection plate; 9-2-7. Vibrator; 9-2-8. L-shaped template; 9-2-9. Stiffening rib; 9-4-1. Third fixing plate; 9-4-2. Second T-shaped slide rail; 9-4-3. Twelfth hydraulic cylinder; 9-4-4. Second loop slide plate; 9-4-5. Horizontal scraper; 11-1. Subbase material forming chamber; 11-2. Subbase material propulsion device; 11-1-1. First chamber; 11-1-2. Partition plate ; 11-1-3, Second Screw Conveyor; 11-1-4, Third Bin; 11-1-5, Subbase Material Forming Side Plate; 11-1-6, Second Bin; 11-1-7, Subbase Material Sealing Top Plate; 11-1-8, Subbase Material Sealing Baffle; 11-1-9, Eleventh Hydraulic Cylinder; 11-1-10, Lifting Baffle; 11-1-11, First Screw Conveyor; 11-2-1, I-beam Slide Rail; 11-2-2, First Hydraulic Cylinder; 11-2-3, First Fixed Plate; 11-2-4, Sealing Side Plate; 11-2-5, Second Hydraulic Cylinder; 11-2-6, First Cross Bracket; 11-2 -7. Third hydraulic cylinder; 11-2-8. Inverted L-shaped rod; 11-2-9. Fourth hydraulic cylinder; 11-2-10. Adjustable side plate; 11-2-11. L-shaped rod; 11-2-12. Fixed back plate; 11-2-13. First U-shaped sliding plate; 11-2-14. U-shaped rod; 11-2-15. Second cross brace; 11-2-10-1. Side plate body; 11-2-10-2. First L-shaped push plate; 11-2-10-3. First U-shaped groove; 11-2-10-4. Second U-shaped groove; 11-2-10-5. Connecting buckle; 11-2-10-6. Second L-shaped push plate;11-2-10-7, the fifth hydraulic cylinder; 11-2-10-8, the sixth hydraulic cylinder. Detailed Implementation

[0041] The present invention will be further described in detail below with reference to the accompanying drawings and embodiments, but the present invention is not limited to these embodiments. Example 1

[0042] exist Figures 1-3 The present invention relates to a synchronous construction equipment for the subgrade material and mortar material of the upstream slope of a rockfill dam, comprising a tracked walking system 2. The tracked walking system 2 is positioned with its forward direction as the front. A frame 1 is mounted on the upper part of the tracked walking system 2. The front of the frame 1 houses a driver's cab 3 and a power and hydraulic device 4; the middle section houses a first subgrade material hopper 5 and a second subgrade material hopper 6; and the rear section houses a mortar hopper 8. The power and hydraulic device 4 contains hydraulic control valves and an engine. The hydraulic control valves control the movement of the hydraulic cylinders of the present invention, and the engine provides power to the present invention. A subgrade material forming device 11 is located on the lower middle part of one side of the frame 1, and a counterweight 13 is located on the upper part of the other side. The counterweight 13 ensures that the weight is even on both sides of the frame 1, preventing tipping. The subbase material forming device 11 is located on one side of the discharge port of the first subbase material hopper 5. The upper end of the vibratory tamper 12 is set on the upper part of the frame 1, and the lower end extends into the subbase material forming device 11. The subbase material in the first subbase material hopper 5 falls into the subbase material forming device 11, and the vibratory tamper 12 vibrates and forms the subbase material. A mortar pump 7 is set on the upper part of the mortar hopper 8. The mortar pump 7 pumps the mortar material into the mortar material forming device 9. The mortar forming device 9 is set on the lower rear part of the frame 1 on the same side as the subbase material forming device 11. The mortar forming device 9 lays another layer of mortar material on the slope of the subbase material formed by the first subbase material forming device 11. The mortar spreading thickness is determined according to the design requirements. During spreading, the subbase material forming device 11 and the mortar forming device 9 need to adjust the slope ratio and compact the subbase material. The discharge port of hopper 6 is located at the rear end of the subbase material forming device 11. A subbase material scraper 10 is provided at the discharge port of the second subbase material hopper 6. The subbase material scraper 10 is fixed on the frame 1. In this embodiment, the bottom of the subbase scraper 10 is 45cm from the ground. The subbase material scraper 10 has a rectangular hollow structure. The length of the rectangle is adapted to the length of the discharge port of the second subbase material hopper 6. A tail plate is horizontally provided at the rear end of the subbase material scraper 10. The subbase material scraper 10 prevents the subbase material from splashing when it falls from the discharge port of the second subbase material hopper 6. When the track walking system 2 moves, the tail plate scrapes away the excess material so that the loosely laid subbase material meets the requirements of the on-site compaction test. After the paving of this layer is completed, the compaction device enters the site to compact the loosely laid subbase material. At the same time, the device is hoisted to the initial paving position to pave the next layer.

[0043] exist Figure 4 , 5In this invention, the first cushion layer hopper 5 includes a hopper body, which includes a first rectangular trough 5-1 and a second rectangular trough 5-2. The first rectangular trough 5-1 and the second rectangular trough 5-2 are connected. A first inclined plate 5-3 is provided at the left end of the first rectangular trough 5-1 and the second rectangular trough 5-2. A connecting baffle 5-6 is provided at the right end of the first inclined plate 5-3. The bottom of the connecting baffle 5-6 is flush with the bottom of the first rectangular trough 5-1 and the second rectangular trough 5-2. Both ends of the connecting baffle 5-6 are connected to the side walls of the first rectangular trough 5-1 and the second rectangular trough 5-2. An inverted V-shaped plate 5-4 is provided between the connecting baffle 5-6 and the inner side wall of the right end of the second rectangular trough 5-2. A second discharge port is formed between 5-4 and the right rear side wall of the second rectangular trough 5-2. A second inclined plate 5-5 is provided on the inner side of the right end of the first rectangular trough 5-1. The second inclined plate 5-5 is connected to the connecting baffle 5-6. A first discharge port is formed between the second inclined plate 5-5 and the right inner wall of the first rectangular trough 5-1. Under the action of gravity, the bedding material slides down along the first inclined plate 5-3 to the right end of the first bedding hopper 5. Under the action of the inverted V-shaped plate 5-4, it falls into the second discharge port and at the same time falls into the first discharge port along the second inclined plate 5-5. The length of the first rectangular trough 5-1 is greater than the length of the second rectangular trough 5-2 to ensure that the first discharge port corresponds to the first bin 11-1-1 and the second discharge port corresponds to the third bin 11-1-4.

[0044] exist Figure 6 In the process, the subbase material forming device 11 includes a subbase material forming chamber 11-1. A subbase material pushing device 11-2 is provided on the outer rear middle of the subbase material forming chamber 11-1. Before paving, the subbase material pushing device 11-2 adjusts the subbase material forming device 11 to the required slope ratio, and the subbase material falls into the subbase material forming chamber 11-1 from the first discharge port and the second discharge port.

[0045] like Figure 7 , 8As shown in Figures 9 and 1, the bedding material forming chamber 11-1 in this embodiment includes a first chamber 11-1-1, a second chamber 11-1-6, and a third chamber 11-1-4. The first chamber 11-1-1 and the second chamber 11-1-6 are hollow rectangular structures with openings at the top and bottom. The first chamber 11-1-1 and the second chamber 11-1-6 are arranged flush with each other and are separated by a partition 11-1-2. The bottom of the first chamber 11-1-1 and the second chamber 11-1-6 is 20cm from the ground. A lifting baffle 11-1 is provided on the lower outer side of the first chamber 11-1-1. -10, the base of the eleventh hydraulic cylinder 11-1-9 is set on the outer wall of the first chamber 11-1-1, and the end of the piston rod is set on the outer wall of the lifting baffle 11-1-10. Under the action of the eleventh hydraulic cylinder 11-1-9, the lifting baffle 11-1-10 can slide up and down along the first chamber 11-1-1. The first screw conveyor 11-1-11 is set on the lifting baffle 11-1-10 and moves up and down with it. The length of the inner side plate of the lifting baffle 11-1-10 corresponds to the total length of the first chamber 11-1-1 and the second chamber 11-1-6. Before the equipment is in place, the lifting baffle 11-1-10 is raised to prevent damage to the bin body due to uneven ground. When the equipment is in place and paving is carried out, the lifting baffle 11-1-10 moves downward relative to the first bin 11-1-1 and the second bin 11-1-6 to about 1cm from the ground. The space formed by the rear side plate of the lifting baffle 11-1-10, the adjustable side plate 11-2-10, and the second bin 11-1-6 serves as the first layer of bedding material forming bin. A bedding material sealing baffle 11-1-8 is vertically installed at the outer rear end of the lifting baffle 11-1-10. A bedding material sealing top plate 11-1-7 is vertically installed at the lower outer side of the second bin 11-1-6. The bedding material sealing baffle 11-1-8 seals the gap formed by the bedding material sealing top plate 11-1-7 and the adjustable side plate 11-2-10 to prevent the bedding material from leaking out.

[0046] The third compartment 11-1-4 is arranged parallel to the second compartment 11-1-6, and the third compartment 11-1-4 is connected to one corner of the second compartment 11-1-6. The bottom of the third compartment 11-1-4 is closed and flush with the top and bottom of the second compartment 11-1-6. The outer wall of the third compartment 11-1-4 forms a third discharge port 20cm away from the bottom of the compartment. A second spiral conveyor 11-1-3 is installed on the side wall of the third compartment 11-1-4 opposite to the third discharge port. A bedding material forming side plate 11-1-5 is vertically installed on the rear outer side of the third compartment 11-1-4. The upper end of the bedding material forming side plate 11-1-5 is flush with the upper end of the second compartment 11-1-6, and the lower end is 20cm higher than the lower end of the second compartment 11-1-6. The space formed by the lifting baffle 11-1-10 and the adjustable side plate 11-2-10 completes the spreading and forming of the first 20cm thick bedding material. The space formed by the second compartment 11-1-6, the bedding material forming side plate 11-1-5, the adjustable side plate 11-2-10, and the compacted bedding material in the second compartment 11-1-6 serves as the second bedding material forming compartment. A second 20cm thick bedding material is then spread and formed on top of the already formed 20cm thick bedding material. Through the arrangement of two sets of discharge ports and two sets of forming compartments, the 40cm thick bedding material is layered and formed. To ensure uniform and dense spreading, a vibratory tamper 12 is installed in the second compartment 11-1-6, and another vibratory tamper 12 is installed in the space formed by the second compartment 11-1-6 and the bedding material forming side plate 11-1-5. The vibratory tampers 12 are mounted on the frame 1 via connecting shafts and are commercially available products. The subgrade material falling from the first discharge port falls into the first compartment 11-1-1, and is fed by the first screw conveyor 11-1-11 into the space formed by the lifting baffle 11-1-10 and the adjustable side plate 11-2-10. The vibratory tamper 12 compacts it. As the tracked walking system 2 moves forward, the subgrade material falling from the second discharge port falls into the third compartment 11-1-4, and is fed by the second screw conveyor 11-1-3 into the space formed by the second compartment 11-1-6, the subgrade material forming side plate 11-1-5, the adjustable side plate 11-2-10, and the subgrade material compacted in the second compartment 11-1-6. The vibratory tamper 12 compacts it, completing the spreading and compaction of the double-layer material.

[0047] like Figure 10 , 11As shown, the cushion material feeding device 11-2 includes two sets of I-shaped slide rails 11-2-1. The top of the I-shaped slide rail 11-2-1 is fixed to the frame 1, and the lower edge is provided with a first loop slide plate 11-2-13. The inner side of the first loop slide plate 11-2-13 is fixed to the piston rod end of the first hydraulic cylinder 11-2-2. The base of the first hydraulic cylinder 11-2-2 is fixed to the first fixing plate 11-2-3. The first fixing plate 11-2-3 is fixed to the frame 1. Through the action of the first hydraulic cylinder 11-2-2, the first loop slide plate 11-2-13 slides back and forth along the I-shaped slide rail 11-2-1. A first cross brace 11-2-6 is provided between the bottoms of the two sets of first loop-shaped sliding plates 11-2-13. Two sets of L-shaped rods 11-2-11 are spaced apart at the outer rear end of the first cross brace 11-2-6. A fixed back plate 11-2-12 is provided between the two sets of L-shaped rods 11-2-11. The inner side of the fixed back plate 11-2-12 is connected to the base of the second hydraulic cylinder 11-2-5. A sealing side plate 11- is provided at the end of the piston rod of the second hydraulic cylinder 11-2-5. 2-4. Under the action of the second hydraulic cylinder 11-2-5, the sealing side plate 11-2-4 moves back and forth. The sealing side plate 11-2-4, the cushion material forming side plate 11-1-5, and the side wall of the second chamber 11-1-6 form a rectangular space, which serves as the second cushion material forming chamber and compaction chamber. In this embodiment, the fixed back plate 11-2-12 is provided with two sets, one above the other. Each set of fixed back plate 11-2-12 is provided with two sets of second hydraulic cylinders 11-2-5 at the front and rear ends.

[0048] Two sets of inverted L-shaped rods 11-2-8 are spaced apart on the first cross brace 11-2-6. The lower part of the side arm of each set of inverted L-shaped rods 11-2-8 is connected to the base of the third hydraulic cylinder 11-2-7. A second cross brace 11-2-15 is set between the piston rod ends of the two sets of third hydraulic cylinders 11-2-7. The second cross brace 11-2-15 moves up and down under the action of the third hydraulic cylinder 11-2-7. A U-shaped rod 11-2-14 is set at the lower front part of the second cross brace 11-2-15. The U-shaped rod 11-2-14 moves up and down with the second cross brace 11-2-15, and the pad material seals the top plate. Two clearance grooves are provided on 11-1-7 to allow for the inward and outward movement of the U-shaped rod 11-2-14. The adjustable side plate 11-2-10 is rotatably mounted on the bottom of the U-shaped rod 11-2-14. The inner side of the second cross brace 11-2-15 is connected to the base of the fourth hydraulic cylinder 11-2-9. The piston rod end of the fourth hydraulic cylinder 11-2-9 is mounted on the adjustable side plate 11-2-10. The tilt of the adjustable side plate 11-2-10 is adjusted by the action of the fourth hydraulic cylinder 11-2-9, which is the slope ratio mentioned in this invention. In this embodiment, two sets of the fourth hydraulic cylinder 11-2-9 are provided.

[0049] like Figure 12 , 13As shown, the adjustable side plate 11-2-10 includes a side plate body 11-2-10-1. The side plate body 11-2-10-1 has an L-shaped longitudinal section. In actual installation, the long arm end of the L-shaped side plate is located on the rear side, and the short arm end is located on the front side. A first U-shaped groove 11-2-10-3 is provided on the upper rear side of the side plate body 11-2-10-1. A first L-shaped push plate 11-2-10-2 is arranged parallel to the side plate body 11-2-10-1 and extends into the first U-shaped groove 11-2-10-3. The outer side of the side arm of the first L-shaped push plate 11-2-10-2 is connected to the piston rod end of the sixth hydraulic cylinder 11-2-10-8. The base of the sixth hydraulic cylinder 11-2-10-8 is provided on the surface of the side plate body 11-2-10-1. The sixth hydraulic cylinder 11-2-10-8 moves... When in operation, the first L-shaped push plate 11-2-10-2 slides back and forth relative to the first U-shaped groove 11-2-10-3. The upper front part of the side plate body 11-2-10-1 is provided with a second U-shaped groove 11-2-10-4. The second L-shaped push plate 11-2-10-6 is arranged parallel to the side plate body 11-2-10-1 and extends into the second U-shaped groove 11-2-10-4. The outer side of the side arm of the second L-shaped push plate 11-2-10-6 is connected to the piston rod end of the fifth hydraulic cylinder 11-2-10-7. The base of the fifth hydraulic cylinder 11-2-10-7 is provided on the surface of the side plate body 11-2-10-1. When the fifth hydraulic cylinder 11-2-10-7 is activated, it drives the second L-shaped push plate 11-2-10-6 to slide back and forth relative to the second U-shaped groove 11-2-10-4. The outer surface of the second U-shaped groove 11-2-10-4 is provided with a connecting buckle 11-2-10-5. The bottom of the U-shaped rod 11-2-14 is located inside the connecting buckle 11-2-10-5 and can rotate relative to it. When the fourth hydraulic cylinder 11-2-9 is activated, it drives the adjustable side plate 11-2-10 to rotate around the U-shaped rod 11-2-14.

[0050] After the paver is in place, the eleventh hydraulic cylinder 11-1-9 is activated first, causing the lifting baffle 11-1-10 to move downwards to 1cm above the ground. Then, the subbase material feeding device 11-2 adjusts the adjustable side plate 11-2-10 to the required slope ratio. The specific working process is as follows: The first hydraulic cylinder 11-2-2 actuates, causing the adjustable side plate 11-2-10 to reach the desired position. The fourth hydraulic cylinder 11-2-9 actuates, causing the adjustable side plate 11-2-10 to rotate to achieve the required slope ratio. At this time, due to the rotation of the adjustable side plate 11-2-10, a gap is created between it and other components. To prevent material leakage, the other components need to be adjusted accordingly. The third hydraulic cylinder 11-2-7 actuates, causing the adjustable side plate 11-2-10 to move vertically downward through the U-shaped rod 11-2-14, adjusting the distance between the adjustable side plate 11-2-10 and the ground. The first hydraulic cylinder 11-2-2 actuates, causing the adjustable side plate 11-2-10 to reach below the top plate 11-1-7 of the subgrade material sealing plate. The fifth hydraulic cylinder 11-2-10-7 actuates, causing the second L-shaped push plate 11-2-10-6 to slide, adjusting the second L-shaped push plate 11-2-10-6 to contact the top plate 11-1-7 of the subgrade material sealing plate. The second hydraulic cylinder 11-2-5 actuates, adjusting the short arm end of the sealing side plate 11-2-4 to above the adjustable side plate 11-2-10. The sixth hydraulic cylinder 11-2-10-8 actuates, causing the first L-shaped push plate 11-2-10-2 to slide, adjusting it to contact the lower side of the short arm end of the sealing side plate 11-2-4. The second hydraulic cylinder 11-2-5 actuates, adjusting the inner edge of the short arm end of the sealing side plate 11-2-4 to contact the first L-shaped push plate 11-2-10-2. The first hydraulic cylinder 11-2-2 actuates, adjusting the edge of the second L-shaped push plate 11-2-10-6 to contact the inner edge of the top plate 11-1-7 of the padding material sealing.

[0051] like Figure 14 , 15 As shown in Figure 16, the mortar forming device 9 includes a mortar feeding device 9-1 fixed on the frame 1. A mortar forming chamber 9-2 is provided at the lower part of the mortar feeding device 9-1. The mortar feeding device 9-1 pushes the mortar forming chamber 9-2 to adjust the slope ratio. A mortar sealing side plate 9-3 is provided at the front end of the mortar forming chamber 9-2. The mortar sealing side plate 9-3 is used to seal the gaps generated during the slope ratio adjustment of the mortar forming chamber 9-2 to prevent mortar leakage. A mortar horizontal scraping unit 9-4 is provided at the upper part of the mortar forming chamber 9-2. The mortar horizontal scraping unit 9-4 is fixed on the frame 1. The mortar horizontal scraping unit 9-4 is used to horizontally scrape off excess mortar so that the mortar spreading height is the same as the subbase spreading height.

[0052] like Figure 17 , 18As shown, the mortar forming chamber 9-2 includes a forming chamber template 9-2-4. The mortar forming chamber 9-2 is a rectangular plate. The forming chamber template 9-2-4 has a mortar forming side plate 9-2-3 vertically arranged on the front side, an L-shaped template 9-2-8 vertically arranged on the rear side, and a mortar sealing baffle 9-2-2 vertically arranged on the lower side. The mortar sealing baffle 9-2-2 has a tail plate 9-2-1 vertically arranged at its free end. The width of the mortar forming side plate 9-2-3 is 10cm wider than the side arm of the L-shaped template 9-2-8. When the mortar is forming, the mortar forming chamber 9-2 is moved forward by the forward movement of the track walking system 2. One side arm of the L-shaped template 9-2-8 scrapes off the excess 10cm of mortar, and the other side arm of the L-shaped template 9-2-8 smooths the forming surface to keep it flat. A vibrating plate 9-2-5 is installed inside the forming chamber template 9-2-4. A vibrating connecting plate 9-2-6 is vertically installed on the vibrating plate 9-2-5. Reinforcing ribs 9-2-9 are symmetrically and vertically installed on both sides of the vibrating connecting plate 9-2-6, forming a cross-shaped structure. A corresponding cross-shaped groove is machined on the forming chamber template 9-2-4 so that the vibrating connecting plate 9-2-6 passes through the forming chamber template 9-2-4 and connects to the vibrator 9-2-7. Pin holes are machined on both the vibrating connecting plate 9-2-6 and the reinforcing ribs 9-2-9. A pin is installed in the pin hole. When the vibrator 9-2-7 vibrates, a relative distance is generated between the vibrating plate 9-2-5 and the forming chamber template 9-2-4. The pin is used to limit the distance.

[0053] like Figure 19As shown, the mortar feeding device 9-1 includes two sets of first T-shaped slide rails 9-1-11. Each set of first T-shaped slide rails 9-1-11 has a second fixed plate 9-1-1 at one end and is connected to a U-shaped fixed frame 9-1-7 at the other end. A U-shaped sliding plate 9-1-12 is provided on the first T-shaped slide rail 9-1-11. A movable cross brace 9-1-2 is provided on the top of the U-shaped sliding plate 9-1-12. The outer side of the movable cross brace 9-1-2 is connected to the end of the piston rod of the eighth hydraulic cylinder 9-1-6, and the bottom is connected to... The seventh hydraulic cylinder 9-1-4 is connected to its base, and the eighth hydraulic cylinder 9-1-6 is connected to its base and the inner side of the U-shaped fixing bracket 9-1-7. The piston rod end of the seventh hydraulic cylinder 9-1-4 is connected to the movable bracket 9-1-5. When the eighth hydraulic cylinder 9-1-6 is activated, it drives the movable cross brace 9-1-2 to slide laterally. When the seventh hydraulic cylinder 9-1-4 is activated, it drives the movable bracket 9-1-5 to slide vertically. The lower inner side of the movable bracket 9-1-5 is equipped with a U-shaped bracket 9-1-3, and the lower outer side is connected to the tenth... The base of hydraulic cylinder 9-1-10 is connected. Mortar forming chamber 9-2 is rotatably mounted at the bottom of U-shaped frame 9-1-3. The piston rod end of the tenth hydraulic cylinder 9-1-10 is connected to the surface of mortar forming chamber 9-2. When the tenth hydraulic cylinder 9-1-10 is activated, it drives mortar forming chamber 9-2 to rotate and adjust the slope ratio. A vertical connecting rod 9-1-8 is vertically arranged at the bottom of U-shaped fixed frame 9-1-7. A third U-shaped groove 9-1-13 is arranged on the lower front side of the vertical connecting rod 9-1-8. The mortar sealing side plate 9-3 is an L-shaped plate. The long arm end of the mortar sealing side plate 9-3 extends into the third U-shaped groove 9-1-13. The inner side of the short arm end of the mortar sealing side plate 9-3 is connected to the piston end of the ninth hydraulic cylinder 9-1-9. The base of the ninth hydraulic cylinder 9-1-9 is fixed to the lower outer side of the vertical connecting rod 9-1-8. When the ninth hydraulic cylinder 9-1-9 is activated, it drives the mortar sealing side plate 9-3 to move laterally, blocking the gap generated between the sealing mortar molding chamber 9-2 and the bedding material molding surface when the chamber rotates.

[0054] like Figure 20As shown, the mortar horizontal scraping unit 9-4 includes a second T-shaped slide rail 9-4-2. Each set of second T-shaped slide rails 9-4-2 has a third fixing plate 9-4-1 at its end and a second loop slide plate 9-4-4 slidingly mounted on its upper surface. The third fixing plate 9-4-1 is fixedly mounted on the frame 1. A horizontal scraper 9-4-5 is provided at the lower part of the second loop slide plate 9-4-4, and its inner side is connected to the piston rod end of the twelfth hydraulic cylinder 9-4-3. The base of the twelfth hydraulic cylinder 9-4-3 is fixed to the outside of the third fixing plate 9-4-1. On the side, the horizontal scraper 9-4-5 is provided with two sets of through holes, one set as a feed hole and the other set as an exhaust hole. The feed hole is connected to the mortar pump 7, and the exhaust hole discharges the air in the mortar forming chamber 9-2. When the twelfth hydraulic cylinder 9-4-4 is activated, it drives the horizontal scraper 9-4-5 to move laterally and contact the forming chamber template 9-2-4 of the mortar forming chamber 9-2. The installation position of the horizontal scraper 9-4-5 must ensure that there is no material leakage between it and the forming chamber template 9-2-4, the mortar forming side plate 9-2-3, and the L-shaped template 9-2-8.

[0055] After the subbase material propulsion device 11-2 is adjusted and positioned, the required slope ratio of the mortar material forming chamber 9-2 is adjusted by the mortar material propulsion device 9-1. The specific working process is as follows: The eighth hydraulic cylinder 9-1-6 actuates, moving the mortar forming chamber 9-2 laterally to the desired position. The tenth hydraulic cylinder 9-1-10 actuates, tilting the mortar forming chamber 9-2 to the desired slope. The seventh hydraulic cylinder 9-1-4 actuates, adjusting the distance between the mortar forming chamber 9-2 and the ground. The eighth hydraulic cylinder 9-1-6 actuates, moving the mortar forming chamber 9-2 laterally until the tail plate 9-2-1 contacts the completed mortar surface. The ninth hydraulic cylinder 9-1-9 actuates, moving the mortar sealing side plate 9-3 laterally for sealing. The twelfth hydraulic cylinder 9-4-4 actuates, moving the horizontal scraper 9-4-5 laterally until it contacts the forming chamber template 9-2-4 of the mortar forming chamber 9-2. During paving, the mortar pump 7 pumps mortar into the space formed by the mortar forming chamber 9-2 and the formed subbase material.

Claims

1. A device for simultaneous construction of upstream slope cushion material and mortar material for a repositionable rockfill dam, characterized in that: The system includes a tracked walking system (2), with a frame (1) on top. The frame (1) has a driver's cab (3) and a power and hydraulic device (4) at the front, a first cushion hopper (5) and a second cushion hopper (6) in the middle, and a mortar hopper (8) at the rear. A cushion material forming device (11) is located in the lower middle part of one side of the frame (1), and a counterweight (13) is located in the upper part of the other side. The cushion material forming device (11) is located in the first... On one side of the discharge port of the first cushion layer hopper (5), the upper end of the vibratory tamper (12) is set on the upper and lower ends of the frame (1) and extends into the cushion layer material forming device (11). A mortar pump (7) is set on the upper part of the mortar hopper (8). The mortar pump (7) pumps the mortar into the mortar forming device (9). The mortar forming device (9) is set on the lower rear part of the frame (1) on the same side as the cushion layer material forming device (11). A cushion layer scraper (10) is set at the discharge port of the second cushion layer hopper (6). The cushion material forming device (11) includes a cushion material forming chamber (11-1), and a cushion material pushing device (11-2) is provided on the outer rear middle of the cushion material forming chamber (11-1). The aforementioned bedding material forming hopper (11-1) includes a first hopper (11-1-1), a second hopper (11-1-6), and a third hopper (11-1-4). The first hopper (11-1-1) and the second hopper (11-1-6) are arranged flush with each other and are separated by a partition (11-1-2). The bottom of the first hopper (11-1-1) and the second hopper (11-1-6) is 20cm from the ground. The lower outer part of the first hopper (11-1-1) A lifting baffle (11-1-10) is provided. The base of the eleventh hydraulic cylinder (11-1-9) is located on the outer wall of the first compartment (11-1-1), and the end of the piston rod is located on the outer wall of the lifting baffle (11-1-10). A cushion material sealing baffle (11-1-8) is vertically installed at the rear end of the outer side of the lifting baffle (11-1-10). The first screw conveyor (11-1-11) is installed on the lifting baffle (11-1-10) and follows it. The second compartment (11-1-6) is vertically fitted with a top plate (11-1-7) made of bedding material on its lower outer side. The third compartment (11-1-4) is parallel to the second compartment (11-1-6) and is connected to one corner of the second compartment (11-1-6). The bottom of the third compartment (11-1-4) is closed and flush with the top and bottom of the second compartment (11-1-6). The outer wall of the third compartment (11-1-4) is far from the compartment. The bottom 20cm forms the third discharge port. The third compartment (11-1-4) is equipped with a second spiral conveyor (11-1-3) on the side wall opposite to the third discharge port. The outer end of the rear side wall of the third compartment (11-1-4) is vertically equipped with a bedding material forming side plate (11-1-5). The upper end of the bedding material forming side plate (11-1-5) is flush with the upper end of the second compartment (11-1-6), and the lower end is 20cm higher than the lower end of the second compartment (11-1-6).

2. The equipment for simultaneous construction of upstream slope cushion material and mortar material of the repositionable rockfill dam according to claim 1, characterized in that: The first cushion layer hopper (5) includes a hopper body, which includes a first rectangular trough (5-1) and a second rectangular trough (5-2). The first rectangular trough (5-1) and the second rectangular trough (5-2) are connected. A first inclined plate (5-3) is provided at the left end of the first rectangular trough (5-1) and the second rectangular trough (5-2). A connecting baffle (5-6) is provided at the right end of the first inclined plate (5-3). The bottom of the connecting baffle (5-6) is flush with the bottom of the first rectangular trough (5-1) and the second rectangular trough (5-2). The two ends of the connecting baffle (5-6) are... The first rectangular material trough (5-1) and the second rectangular material trough (5-2) are not connected to each other. An inverted V-shaped plate (5-4) is provided between the connecting baffle (5-6) and the inner side wall of the right end of the second rectangular material trough (5-2). The inverted V-shaped plate (5-4) and the rear side wall of the right end of the second rectangular material trough (5-2) form a second discharge port. A second inclined plate (5-5) is provided on the inner side of the right end of the first rectangular material trough (5-1). The second inclined plate (5-5) is connected to the connecting baffle (5-6). The second inclined plate (5-5) and the inner side wall of the right side of the first rectangular material trough (5-1) form a first discharge port.

3. The equipment for simultaneous construction of upstream slope cushion material and mortar material of the repositionable rockfill dam according to claim 1, characterized in that: The aforementioned cushion material feeding device (11-2) includes two sets of I-beam slide rails (11-2-1). The top of the I-beam slide rails (11-2-1) is fixed to the upper part of the frame (1), and the lower part is provided with a first spiral slide plate (11-2-13). The inner side of the first spiral slide plate (11-2-13) is fixed to the piston rod end of the first hydraulic cylinder (11-2-2). The base of the first hydraulic cylinder (11-2-2) is fixed to the first fixed plate (11-2-13). 3) On the upper part, the first fixed plate (11-2-3) is fixed on the frame (1). A first cross brace (11-2-6) is provided between the bottoms of the two sets of first loop slides (11-2-13). Two sets of L-shaped rods (11-2-11) are provided at intervals on the outer rear end of the first cross brace (11-2-6). A fixed back plate (11-2-12) is provided between the two sets of L-shaped rods (11-2-11). The inner side of the fixed back plate (11-2-12) is connected to the second The base of the hydraulic cylinder (11-2-5) is connected. The piston rod end of the second hydraulic cylinder (11-2-5) is equipped with a sealing side plate (11-2-4). Two sets of inverted L-shaped rods (11-2-8) are spaced apart on the first cross brace (11-2-6). The lower part of the side arm of both sets of inverted L-shaped rods (11-2-8) is connected to the base of the third hydraulic cylinder (11-2-7). A sealing plate is provided between the piston rod ends of the two sets of third hydraulic cylinders (11-2-7). The second cross brace (11-2-15) has a U-shaped rod (11-2-14) at its lower front. An adjustable side plate (11-2-10) is rotatably mounted on the bottom of the U-shaped rod (11-2-14). The inner side of the second cross brace (11-2-15) is connected to the base of the fourth hydraulic cylinder (11-2-9). The piston rod end of the fourth hydraulic cylinder (11-2-9) is mounted on the adjustable side plate (11-2-10).

4. The equipment for simultaneous construction of upstream slope cushion material and mortar material of the repositionable rockfill dam according to claim 3, characterized in that: The adjustable side plate (11-2-10) includes a side plate body (11-2-10-1), the side plate body (11-2-10-1) having an L-shaped longitudinal section. A first U-shaped groove (11-2-10-3) is provided on the upper rear side of the side plate body (11-2-10-1). A first L-shaped push plate (11-2-10-2) is arranged parallel to the side plate body (11-2-10-1) and extends into the first U-shaped groove (11-2-10-3). The outer side of the side arm of the first L-shaped push plate (11-2-10-2) is connected to the piston rod end of a sixth hydraulic cylinder (11-2-10-8). The base of the sixth hydraulic cylinder (11-2-10-8) is located on the surface of the side plate body (11-2-10-1). -10-1) A second U-shaped groove (11-2-10-4) is provided on the upper front side. The second L-shaped push plate (11-2-10-6) is arranged parallel to the side plate body (11-2-10-1) and extends into the second U-shaped groove (11-2-10-4). The outer side of the side arm of the second L-shaped push plate (11-2-10-6) is connected to the piston rod end of the fifth hydraulic cylinder (11-2-10-7). The base of the fifth hydraulic cylinder (11-2-10-7) is provided on the surface of the side plate body (11-2-10-1). A connecting buckle (11-2-10-5) is provided on the outer surface of the second U-shaped groove (11-2-10-4). The bottom of the U-shaped rod (11-2-14) is provided in the connecting buckle (11-2-10-5) and can rotate relative to it.

5. The equipment for simultaneous construction of upstream slope cushion material and mortar material of the repositionable rockfill dam according to claim 1, characterized in that: The mortar forming device (9) includes a mortar pushing device (9-1) fixed on the frame (1), a mortar forming chamber (9-2) is provided at the lower part of the mortar pushing device (9-1), a mortar sealing side plate (9-3) is provided at the front end of the mortar forming chamber (9-2), and a mortar horizontal scraping unit (9-4) is provided at the upper part of the mortar forming chamber (9-2). The mortar horizontal scraping unit (9-4) is fixed on the frame (1).

6. The equipment for simultaneous construction of upstream slope cushion material and mortar material of the repositionable rockfill dam according to claim 5, characterized in that: The mortar forming hopper (9-2) includes a forming hopper template (9-2-4). A mortar forming side plate (9-2-3) is vertically arranged on the front side of the forming hopper template (9-2-4), an L-shaped template (9-2-8) is vertically arranged on the rear side, and a mortar sealing baffle (9-2-2) is vertically arranged on the lower side. The width of the mortar forming side plate (9-2-3) is 10cm wider than the side arm of the L-shaped template (9-2-8). A tail plate (9-2-2) is vertically arranged at the free end of the mortar sealing baffle (9-2-2). -2-1), a vibration plate (9-2-5) is installed inside the forming chamber template (9-2-4). A vibration connecting plate (9-2-6) is vertically installed on the vibration plate (9-2-5). A stiffening rib (9-2-9) is symmetrically and vertically installed on both sides of the vibration connecting plate (9-2-6). The vibration connecting plate (9-2-6) passes through the forming chamber template (9-2-4) and is connected to the vibrator (9-2-7). Pin holes are machined on both the vibration connecting plate (9-2-6) and the stiffening rib (9-2-9).

7. The equipment for simultaneous construction of upstream slope cushion material and mortar material of the repositionable rockfill dam according to claim 5, characterized in that: The mortar feeding device (9-1) includes two sets of first T-shaped slide rails (9-1-11). Each set of first T-shaped slide rails (9-1-11) has a second fixed plate (9-1-1) at one end and is connected to a U-shaped fixed frame (9-1-7) at the other end. A U-shaped sliding plate (9-1-12) is mounted on the first T-shaped slide rail (9-1-11). A movable cross brace (9-1-2) is mounted on the top of the U-shaped sliding plate (9-1-12). The outer side of the movable cross brace (9-1-2) is connected to the end of the piston rod of the eighth hydraulic cylinder (9-1-6), and the bottom is connected to the base of the seventh hydraulic cylinder (9-1-4). The base of the eighth hydraulic cylinder (9-1-6) is connected to the inner side of the U-shaped fixed frame (9-1-7). The end of the piston rod of the seventh hydraulic cylinder (9-1-4) is connected to a movable support (9-1-5). The lower inner side of the movable support (9-1-5) is provided with... The U-shaped frame (9-1-3) is connected to the base of the tenth hydraulic cylinder (9-1-10) on its lower outer side. The mortar forming chamber (9-2) is rotatably mounted at the bottom of the U-shaped frame (9-1-3). The piston rod end of the tenth hydraulic cylinder (9-1-10) is connected to the surface of the mortar forming chamber (9-2). A vertical connecting rod (9-1-8) is vertically arranged at the bottom of the U-shaped fixing frame (9-1-7). 8) A third U-shaped groove (9-1-13) is provided on the lower front side. The mortar sealing side plate (9-3) is an L-shaped plate. The long arm end of the mortar sealing side plate (9-3) extends into the third U-shaped groove (9-1-13). The inner side of the short arm end of the mortar sealing side plate (9-3) is connected to the piston end of the ninth hydraulic cylinder (9-1-9). The base of the ninth hydraulic cylinder (9-1-9) is fixed to the lower outer side of the vertical connecting rod (9-1-8).

8. The equipment for simultaneous construction of upstream slope cushion material and mortar material of the repositionable rockfill dam according to claim 5, characterized in that: The mortar material horizontal scraping unit (9-4) includes two sets of second T-shaped slide rails (9-4-2). Each set of second T-shaped slide rails (9-4-2) is provided with a third fixed plate (9-4-1) at its end and a second spiral slide plate (9-4-4) is slidably provided on its upper surface. The third fixed plate (9-4-1) is fixedly provided on the frame (1). A horizontal scraper (9-4-5) is provided at the lower part of the second spiral slide plate (9-4-4). The inner side is connected to the piston rod end of the twelfth hydraulic cylinder (9-4-3). The base of the twelfth hydraulic cylinder (9-4-3) is fixed to the outer side of the third fixed plate (9-4-1). The horizontal scraper (9-4-5) is provided with two sets of through holes, one set as a feed hole and the other set as an exhaust hole.

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