Marine work concrete sediment removing device and efficient pouring technology

Abstract

The invention discloses a maritime work concrete sediment removing device and an efficient pouring technology, relates to the technical field of concrete construction, and solves the problem that when concrete sediment is removed, the normal cleaning effect and efficiency of the concrete sediment are affected. The marine concrete sediment removing device comprises a connecting base. The multi-stage telescopic structure is in threaded connection with the bottom of the connecting seat and extends into the connecting seat; the sediment removing vibration structure is mounted at the inner top of the multi-stage telescopic structure and extends to the outer side, the sediment removing vibration structure extends to the inner bottom of the guide pipe, and the sediment removing vibration structure comprises an outer support assembly mounted at the bottom of the multi-stage telescopic structure; the gear driving assembly is mounted in the outer bracket assembly and extends to the inner top of the multi-stage telescopic structure; and the metal arm is movably arranged on the outer side of the gear driving assembly. According to the concrete sediment removing device, concrete sediment can be effectively removed, and meanwhile the quality of poured concrete is guaranteed when the concrete is poured.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of concrete construction, in particular to a marine concrete sediment removal device and efficient pouring process. BACKGROUND

[0002] When laying underwater bridge pile foundation, concrete needs to be injected into the conduit of the underwater bridge pile foundation. In order to ensure the effect of the grouting concrete during subsequent molding, the concrete injected into the underwater bridge pile foundation needs to be removed to ensure the cleanliness of the pile bottom, avoid the residue of mud or gravel weakening the pile end bearing capacity, and ensure the safety and long-term stability of the pile foundation structure, while optimizing the quality of concrete pouring and improving the service life and strength of the underwater bridge pile foundation after casting.

[0003] However, the sediment removal device has the following defects in actual use: 1. When the existing sediment removal device removes the concrete sediment at the bottom of the underwater bridge pile foundation, it generally uses a negative pressure extraction method to extend the pump nozzle to the inner bottom of the underwater bridge pile foundation to generate a negative pressure extraction force to extract the concrete sediment. However, when extracting the concrete sediment, the concrete at the bottom has been left for a period of time during actual operation, and the concrete at the top continuously presses the concrete at the bottom during grouting. The gap between the concrete sediments at the bottom is small, and the pump nozzle for extracting the concrete sediment is difficult to extend into the concrete sediment in blocks or even groups. Meanwhile, the large concrete sediments are easy to block the pump nozzle, the extraction pipeline connected to the pump nozzle, and the interior of the extraction pump, affecting the normal cleaning of the concrete sediment. 2. When the existing sediment removal device removes the concrete sediment, the concrete sediment is arranged at the bottom of the underwater bridge pile foundation, so the sediment removal device needs to be extended to the bottom of the bridge pile foundation by using a hanging rope suspension method. Therefore, the length of the hanging rope used in the conventional scheme is relatively long, and the amplitude of the sediment removal device at the bottom is difficult to control during operation, which is easy to collide with or even damage the inner wall of the conduit of the bridge pile foundation, and the safety is low. SUMMARY

[0004] The present application aims to provide a marine concrete sediment removal device and efficient pouring process to solve the problems raised in the background.

[0005] To achieve the above-mentioned application purposes, the present application adopts the following technical solutions: The present application provides a marine concrete sediment removal device, which comprises a connecting seat, a multi-stage telescopic structure telescopically connected to the bottom of the connecting seat and extending into the connecting seat, and a sediment removal vibration structure installed at the top of the multi-stage telescopic structure and extending to the outside, wherein the sediment removal vibration structure extends to the inner bottom of the conduit. The sediment removing vibration structure comprises: an outer support assembly installed at the bottom of the multi-stage telescopic structure; a gear driving assembly installed inside the outer support assembly and extending to the top of the multi-stage telescopic structure; a metal arm movably arranged outside the gear driving assembly; a lower mounting base rotatably connected at the eccentric positions of the left and right sides of the metal arm; an elastic collision assembly installed at the top of the lower mounting base and extending to the outside of the outer support assembly; and an elastic movable structure installed at the top of the elastic collision assembly.

[0006] As a preferred scheme of the present application, the multi-stage telescopic structure comprises: a first driving source installed inside the connecting seat; a first threaded rod connected with the output end of the first driving source and rotatably connected to the side of the connecting seat; a first metal cylinder threadedly connected to the outside of the first threaded rod and rotatably connected to the side of the connecting seat; a second metal cylinder slidably connected inside the first metal cylinder and extending to the outside; a second threaded rod threadedly connected inside the second metal cylinder and arranged outside the first threaded rod; a third threaded rod threadedly connected to the outside of the second threaded rod and movably connected with the second threaded rod; a third metal cylinder threadedly connected to the outside of the third threaded rod and slidably connected to the outside of the second metal cylinder; and a fourth metal cylinder slidably connected inside the third metal cylinder and threadedly connected to the outside of the third threaded rod.

[0007] As a preferred scheme of the present application, the outside of the second threaded rod is movably connected with a rubber ring arranged at the eccentric position of the inner bottom of the second metal cylinder, the outside of the third threaded rod is movably connected with a rubber ring arranged at the eccentric position of the inner bottom of the third metal cylinder, The inner top of the fourth metal cylinder is provided with a gear driving assembly extending to the outside, and the top of the fourth metal cylinder is rotatably connected with an outer support assembly.

[0008] As a preferred scheme of the present application, the outer support assembly comprises: a metal outer shell rotatably connected to the top of the fourth metal cylinder; a metal inner shell movably connected inside the metal outer shell and extending to the outside; a stirring blade installed outside the metal outer shell; a conical body installed at the top of the stirring blade and located outside the metal inner shell, The inside of the metal outer shell is provided with a gear driving assembly, and the inside of the metal inner shell is provided with an elastic collision assembly extending to the outside.

[0009] As a preferred scheme of the present application, the gear driving assembly comprises: a second driving source installed at the inner top of the fourth metal cylinder; a first gear rotatably connected at the eccentric position of the inner top of the fourth metal cylinder and connected with the output end of the second driving source; a second gear rotatably connected at the center of the inner top of the fourth metal cylinder and meshingly connected with the first gear; and a transfer rod connected with the second gear and installed inside the metal outer shell. The top of the transfer rod is provided with a conical main gear, and the side surface of the conical main gear is connected with a conical slave gear.

[0010] As a preferred scheme of the present application, the side surface of the conical slave gear is provided with a horizontal rotating rod, the horizontal rotating rod is movably connected in the interior of the metal shell, the interior of the horizontal rotating rod is provided with a rotating block, and the rotating block is rotatably connected with a metal arm extending to the outside.

[0011] As a preferred scheme of the present application, the elastic collision assembly comprises: a lifting disc movably arranged in the interior of the metal inner shell and connected with the lower mounting base; a vertical metal rod slidingly connected in the interior of the metal inner shell and mounted at the top of the lifting disc; a partition disc movably arranged in the interior of the metal inner shell and mounted at the outside of the vertical metal rod; a first spring connected at the bottom of the partition disc and arranged at the outside of the vertical metal rod, The inner top of the vertical metal rod is provided with an elastic movable structure extending to the outside.

[0012] As a preferred scheme of the present application, the elastic movable structure comprises: a metal protrusion slidingly connected at the inner top of the vertical metal rod and extending to the outside; and a second spring connected at the bottom of the metal protrusion and mounted at the inner top of the vertical metal rod.

[0013] The present application also provides a high-efficiency pouring process for marine concrete, comprising the following steps: S1, mixing of concrete: before opening the disc, the tester must measure the water content of sand and stone, convert the theoretical mixing ratio of concrete into the construction mixing ratio, check the quality of sand and stone, verify whether the used raw materials and the mixing ratio notification sheet are consistent, and whether the quantity is sufficient for pouring a pile and has at least 10% of the excess amount, and check the operation of the mixing machine and the pouring equipment of each process; S2, calculation of the volume of the first batch of concrete: the volume of the first batch of concrete should meet the needs of the initial embedding depth of the guide pipe and the gap between the bottom of the guide pipe and the bottom of the pile hole, and the volume of the first batch of concrete is: , Wherein, V is the required volume of the first batch of concrete, D is the diameter of the pile hole, H1 is the distance between the bottom of the pile hole and the bottom of the guide pipe, which is 0.3m, H2 is the initial embedding depth of the guide pipe, which is 1.0m, d is the inner diameter of the guide pipe, which is 38.2cm, and h1 is the height required for the concrete column in the pile hole to balance the pressure outside the guide pipe when the concrete reaches the embedding depth ; S3, underwater concrete pouring: according to the calculation results of the first batch of pouring quantity, a large hopper is equipped, a normal feeding small hopper is used, a large hopper and a tank truck are used for synchronous feeding during bottom sealing, a crawler crane is used to lift the large hopper, a water ball is placed in the guide pipe before pouring concrete, the water ball lifting rope is cut off during pouring concrete to pour underwater concrete, the concrete is poured continuously to ensure that the whole pile is poured before the concrete initial setting, and the first sealing is successful, and then the concrete is poured normally; S4, concrete sediment removal: after the concrete pouring is completed, the concrete sediment at the bottom of the guide pipe is vibrated by the concrete sediment removal device, and the vibrated, separated and broken concrete sediment is extracted by using the negative pressure extraction pump, so that the concrete sediment after pouring is removed.

[0014] Compared with the prior art, the above one or more technical solutions have the following beneficial effects: 1. In the marine concrete sediment removal device and high-efficiency pouring process, by calculating the raw materials (sand, stone water content and quality) during concrete mixing, the first batch of concrete pouring quantity and the underwater concrete pouring (continuous pouring with water ball) in marine construction, the concrete can be poured into the pile foundation under water, the concrete will not produce a large number of cavities, the internal and external pressure of the concrete in the pile guide pipe is more balanced, the water flow is effectively isolated, the first batch of concrete is smoothly poured, and the problems of concrete segregation or pipe blockage caused by interrupted pouring are avoided, and the construction quality of the concrete pouring is ensured by controlling the sand, stone ratio and mixture; It should be noted that by vibrating and negative pressure extraction of the concrete sediment, the content of the concrete sediment can be reduced, the fluidity of the concrete can be ensured, and the effect of the concrete pouring can be improved; 2. In the marine concrete sediment removal device and high-efficiency pouring process, when the concrete sediment in the underwater pile foundation is removed, the second driving source is operated, on the one hand, the metal shell and the stirring blade connected by gear engagement can be driven to rotate continuously, the concrete sediment is continuously stirred, the activity of the concrete sediment is improved, and the concrete sediment is prevented from being accumulated together. On the other hand, the connecting rod structure can drive the vertical metal rod and the metal protrusion to collide with the concrete layer, so that the accumulated concrete is dispersed, the concrete sediment is prevented from being adhered together, the negative pressure extraction method is used for subsequent extraction and removal of the concrete sediment, the concrete sediment is prevented from being blocked in the extraction nozzle or the extraction pipeline, and high-efficiency concrete sediment extraction and removal operation is facilitated; 3. In the marine concrete sediment removal device and high-efficiency pouring process, when the concrete sediment is extracted and removed, the sediment removal vibration structure for pre-treating (vibrating and dispersing and stirring) the concrete sediment can be extended to the inside of the concrete sediment through the multi-stage telescopic structure, facilitating the removal of the concrete sediment, reducing the damage to the inner wall of the guide pipe caused by the long-distance hanging rope structure, and improving the safety. At the same time, the multi-stage telescopic structure can be driven by one driving source, and the overall telescopic length is longer and the overall storage length is shorter, facilitating the transportation, construction and use of the sediment removal device; 4. In the marine concrete sediment removal device and high-efficiency pouring process, when the concrete sediment at the bottom of the pile guide pipe is removed and treated, the second spring-connected metal protrusion structure at the bottom end of the vertical metal rod that disperses the concrete sediment can buffer and absorb the impact force and collision force, reducing the probability of damage to the structure connected to the vertical metal rod caused by the direct effect of the feedback impact and collision force on the vertical metal rod. On the other hand, the elastic buffer of the second spring to the feedback force ensures that the moving metal protrusion can further improve the activity of dispersing and vibrating the concrete sediment, improving the effect of dispersing the concrete sediment. BRIEF DESCRIPTION OF DRAWINGS

[0015] The drawings accompanying the specification of this application form a part thereof, serve to provide further understanding of the application, and together with the description, explain the application. The specific embodiments of the application and its description are used to explain the application without imposing undue limitations on the application.

[0016] In addition, the terms "mount", "set", "provided with", "connected", "linked", "sleeved" should be broadly understood. For example, it can be fixedly connected, detachably connected, or integrally configured; it can be mechanically connected or electrically connected; it can be directly connected or indirectly connected through an intermediate medium, or it can be the internal communication between two devices, elements or components. Those skilled in the art can understand the specific meaning of the above terms in the present application according to the specific circumstances.

[0017] Figure 1 is a structural schematic diagram of the whole application; Figure 2 is a structural schematic diagram of the whole application; Figure 3 is a structural schematic diagram of the whole application; Figure 4 is a structural schematic diagram of the multi-stage telescopic structure of the application; Figure 5 is a structural schematic diagram of the multi-stage telescopic structure of the application; Figure 6 is a structural schematic diagram of the whole applicationFigure 5 Structure diagram of enlarged A area in the figure; Figure 7 Structure diagram of front view of the sediment removing vibration structure in the application; Figure 8 Structure diagram of connection section of the fourth metal cylinder and the sediment removing vibration structure in the application; Figure 9 Structure diagram of enlarged B area in the figure; Figure 8 Structure diagram of enlarged B area in the figure; Figure 10 Exploded view of the outer support assembly in the application; Figure 11 Structure diagram of connection section of the elastic collision assembly and the elastic movable structure in the application; In the figure: 10, connecting seat; 20, multi-stage telescopic structure; 201, first driving source; 202, first threaded rod; 203, first metal cylinder; 204, second metal cylinder; 205, second threaded rod; 2051, rubber ring; 206, third threaded rod; 207, third metal cylinder; 208, fourth metal cylinder; 30, sediment removing vibration structure; 301, outer support assembly; 302, gear driving assembly; 303, metal arm; 304, lower mounting seat; 305, elastic collision assembly; 306, elastic movable structure; 3011, metal outer shell; 3012, metal inner shell; 3013, stirring blade; 3014, conical body; 3021, second driving source; 3022, first gear; 3023, second gear; 3024, transfer rod; 3025, conical main gear; 3026, conical slave gear; 30261, horizontal transfer rod; 30262, rotating block; 3051, lifting disc; 3052, vertical metal rod; 3053, partition disc; 3054, first spring; 3061, metal protrusion; 3062, second spring. DETAILED DESCRIPTION

[0018] In order to make the person skilled in the art better understand the scheme of the present application, the technical scheme in the embodiments of the present application will be described clearly and completely below in combination with the drawings in the embodiments of the present application. Obviously, the described embodiments are only a part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by the person skilled in the art without creative labor should belong to the protection scope of the present application.

[0019] Embodiment one Please refer to Figures 1-11The utility model provides a kind of marine concrete sediment removal device, including connecting seat 10;Multi-stage telescopic structure 20 is connected in screw in the bottom of connecting seat 10 and extends to the inside of connecting seat 10;Sediment removal vibration structure 30 is installed in the top of multi-stage telescopic structure 20 and extends to outside, sediment removal vibration structure 30 extends to the inner bottom of guide pipe, and sediment removal vibration structure 30 includes: outer support assembly 301 is installed in the bottom of multi-stage telescopic structure 20;Gear drive assembly 302 is installed in the inside of outer support assembly 301 and extends to the top of multi-stage telescopic structure 20;Metal arm 303 is movably arranged in the outside of gear drive assembly 302;Lower mounting seat 304 is rotatably connected at the eccentric position of the left and right sides of metal arm 303;Elastic collision component 305 is installed in the top of lower mounting seat 304 and extends to the outside of outer support assembly 301;Elastic movable structure 306 is installed in the top of elastic collision component 305.

[0020] The above working principle: when filling concrete in the pile foundation, the concrete sediment in the bottom of the pile foundation needs to be removed, at this time, the lowering device is connected with the sediment removal device by the rope. Then, the sediment removal device is placed at the bottom of the pile foundation by the lowering device, and the multi-stage telescopic structure 20 is started to drive the sediment removal vibration structure 30 installed at the bottom to move up and down, and the sediment removal vibration structure 30 is moved to the inside of the concrete sediment of the pile foundation. At this time, the gear drive assembly 302 is started to work, driving the metal arm 303 connected with the gear drive assembly 302 to move, and driving the lower mounting seat 304 connected with the metal arm 303 to move up and down in the inside of the outer support assembly 301. When the lower mounting seat 304 moves, it drives the elastic collision component 305 to work, and the concrete sediment at the bottom of the pile foundation is vibrated and treated to avoid the concrete sediment at the bottom of the pile foundation from piling up together due to sedimentation. At the same time, the gear drive assembly 302 can also drive the outer support assembly 301 to rotate and work, which can stir the concrete sediment and facilitate the elastic collision component 305 to better vibrate and disperse the concrete sediment. After the pretreatment of the concrete sediment is completed, the pump, the extraction pipe and the extraction nozzle are moved to the bottom of the pile foundation to extract the concrete sediment treated by vibration and dispersion, thereby achieving the removal of the concrete sediment.

[0021] It should be noted that the extraction nozzle can be installed on the outside of the outer support assembly 301 (at the bottom of the rotating part) and moved to the bottom of the pile foundation together with the sediment removal device.

[0022] In the present application, the design of the elastic movable structure 306 can improve the effect of vibrating and dispersing the concrete sediment, effectively preventing the concrete sediment from piling up together and affecting the subsequent extraction and removal of the concrete sediment.

[0023] Specific referenceFigure 4 、 Figure 5 and Figure 6 The multi-stage telescopic structure 20 comprises: a first driving source 201 installed inside the connecting seat 10; a first threaded rod 202 connected with the output end of the first driving source 201 and rotatably connected to the side of the connecting seat 10; a first metal cylinder 203 threadedly connected to the outside of the first threaded rod 202 and rotatably connected to the side of the connecting seat 10; a second metal cylinder 204 slidably connected inside the first metal cylinder 203 and extending to the outside; a second threaded rod 205 threadedly connected inside the second metal cylinder 204 and arranged outside the first threaded rod 202; a third threaded rod 206 threadedly connected to the outside of the second threaded rod 205 and movably connected with the second threaded rod 205; a third metal cylinder 207 threadedly connected to the outside of the third threaded rod 206 and slidably connected to the outside of the second metal cylinder 204; and a fourth metal cylinder 208 slidably connected inside the third metal cylinder 207 and threadedly connected to the outside of the third threaded rod 206.

[0024] In the application, the outside of the second threaded rod 205 is movably connected with a rubber ring 2051 arranged at the eccentric position of the inner bottom of the second metal cylinder 204, and the outside of the third threaded rod 206 is movably connected with a rubber ring 2051 arranged at the eccentric position of the inner bottom of the third metal cylinder 207, wherein the inner top of the fourth metal cylinder 208 is provided with a gear driving assembly 302 extending to the outside, and the top of the fourth metal cylinder 208 is rotatably connected with an outer support assembly 301.

[0025] In the marine concrete sediment removing device, when the concrete sediment is removed, the first driving source 201 is started to work, driving the first threaded rod 202 connected with the output end of the first driving source 201 to rotate. When the first threaded rod 202 rotates, the second metal cylinder 204 threadedly connected to the outside of the first threaded rod 202 moves telescopically inside the first metal cylinder 203. When the first threaded rod 202 rotates, the second threaded rod 205 connected to the outside of the top of the first threaded rod 202 rotates, driving the third metal cylinder 207 threadedly connected to the outside of the second threaded rod 205 to telescopically move inside the second metal cylinder 204. At this time, when the second threaded rod 205 rotates, the third threaded rod 206 connected to the outside of the top of the second threaded rod 205 rotates, driving the fourth metal cylinder 208 threadedly connected to the outside of the third threaded rod 206 to telescopically move inside the third metal cylinder 207.

[0026] It should be noted that the first threaded rod 202 and the second threaded rod 205, and the second threaded rod 205 and the third threaded rod 206 are in a state of vertical sliding connection.

[0027] Specifically referring to Figure 10The outer support assembly 301 comprises a metal outer shell 3011 rotatably connected to the top of the fourth metal cylinder 208, a metal inner shell 3012 movably connected to the inside of the metal outer shell 3011 and extending to the outside, stirring blades 3013 installed on the outside of the metal outer shell 3011, and a conical body 3014 installed on the top of the stirring blades 3013 and outside the metal inner shell 3012.

[0028] With reference to the drawings Figure 5 The gear driving assembly 302 comprises a second driving source 3021 installed on the inner top of the fourth metal cylinder 208, a first gear 3022 connected to the output end of the second driving source 3021 and rotatably connected to the eccentric position of the inner top of the fourth metal cylinder 208, a second gear 3023 movably connected to the first gear 3022 and rotatably connected to the center of the inner top of the fourth metal cylinder 208, and a transfer rod 3024 movably connected to the inside of the metal outer shell 3011 and connected to the second gear 3023, wherein the top of the transfer rod 3024 is provided with a conical main gear 3025, and the side surface of the conical main gear 3025 is movably connected with a conical slave gear 3026.

[0029] In the present application, the side surface of the conical slave gear 3026 is provided with a horizontal rotating rod 30261 movably connected to the inside of the metal outer shell 3011, and the inside of the horizontal rotating rod 30261 is provided with a rotating block 30262 rotatably connected with a metal arm 303 extending to the outside.

[0030] In the present application, when the concrete sediment is treated, the second driving source 3021 is started to work, driving the first gear 3022 connected to the output end of the second driving source 3021 to rotate, and driving the second gear 3023 movably connected with the first gear 3022 to rotate. When the second gear 3023 rotates, the transfer rod 3024 movably connected to the side surface of the second gear 3023 rotates, on the one hand driving the conical main gear 3025 to rotate, and on the other hand driving the metal outer shell 3011 to rotate.

[0031] When the metal outer shell 3011 rotates, the stirring blades 3013 movably connected to the outside of the metal outer shell 3011 rotate, stirring the concrete sediment to move.

[0032] When the conical main gear 3025 rotates, the side surface of the connected conical from gear 3026 will rotate and drive the horizontal rotating rod 30261 connected with the conical from gear 3026 to rotate. When the horizontal rotating rod 30261 rotates, the side surface of the connected rotating block 30262 will rotate, so that the metal arm 303 connected to the eccentric position of the rotating block 30262 moves.

[0033] With reference to Figure 7 , Figure 8 and Figure 9 , the elastic collision assembly 305 comprises: a lifting disc 3051 connected with the lower mounting seat 304 and movably arranged in the metal inner shell 3012; a vertical metal rod 3052 installed on the top of the lifting disc 3051 and slidably connected in the metal inner shell 3012; a partition disc 3053 movably arranged in the metal inner shell 3012 and installed on the outer side of the vertical metal rod 3052; a first spring 3054 connected to the bottom of the partition disc 3053 and arranged on the outer side of the vertical metal rod 3052, wherein the inner top of the vertical metal rod 3052 is provided with an elastic movable structure 306 extending to the outer side.

[0034] In the marine concrete sediment removal device, when the lower mounting seat 304 moves up and down, the top connected lifting disc 3051 moves synchronously, and drives the top connected vertical metal rod 3052 to move vertically. When the vertical metal rod 3052 moves vertically, it synchronously drives the partition disc 3053 to press the first spring 3054, buffers the feedback force of the vibrating concrete sediment through the first spring 3054, and improves the effect of vibrating and removing the concrete sediment.

[0035] With reference to Figure 11 , the elastic movable structure 306 comprises: a metal protrusion 3061 slidably connected to the inner top of the vertical metal rod 3052 and extending to the outer side; and a second spring 3062 connected to the bottom of the metal protrusion 3061 and installed on the inner top of the vertical metal rod 3052.

[0036] In the marine concrete sediment removal device, when the metal protrusion 3061 comes into contact with the concrete sediment, the impact and collision force generated will press the second spring 3062 connected to the bottom of the metal protrusion 3061, and cause the second spring 3062 to elastically deform. At this time, the elastic force of the second spring 3062 will buffer and protect the collision force and impact force, ensuring the vibrating effect on the concrete sediment and improving the effect of removing the concrete sediment.

[0037] Embodiment two Please refer to Figures 1-11 , a high-efficiency pouring process for marine concrete, comprising the following steps: S1, mixing of concrete: before the opening of the test personnel must determine the sand, stone moisture content, the theoretical mix of concrete into the construction mix, check the quality of sand and gravel, verify the use of raw materials and mix ratio notification single whether consistent, sufficient quantity to pour a pile and at least 10% of the amount of surplus, while checking the mixing machine and pouring each process equipment operation; S2, the first batch of concrete pouring quantity calculation: the first batch of concrete should meet the needs of the initial depth of the pipe and the gap between the bottom of the pipe, the first batch of concrete volume is: , wherein V is the first batch of concrete required volume, D is the diameter of the pile hole, H1 is the distance between the bottom of the pile hole and the bottom of the pipe, 0.3m, H2 is the initial depth of the pipe, 1.0m, d is the inner diameter of the pipe, 38.2cm, h1 is the height of the concrete column in the pile hole when the concrete reaches the depth of the pipe ; S3, underwater concrete pouring: according to the calculation results of the first batch of pouring, equipped with a large hopper, normal feeding small hopper, when the bottom is sealed, the large hopper and the tank are used simultaneously, the crawler crane is used to lift the large hopper, the water ball is placed in the pipe before pouring the concrete, the water ball is cut off when pouring the concrete to pour the underwater concrete, the concrete is poured continuously to ensure that the whole pile is poured before the concrete initial setting, and the normal pouring of concrete can be carried out after the first sealing is successful; S4, concrete sediment removal: after the completion of the concrete pouring, the concrete sediment after the completion of the pouring is removed to reduce the content of the concrete internal sediment, ensure the fluidity of the concrete and improve the effect of the concrete pouring.

[0038] Example three For S3 underwater concrete pouring: 1, after the second hole cleaning, immediately start pouring underwater concrete, and use crawler crane to remove the pipe during concrete pouring; 2, the pouring time of underwater concrete should not exceed the initial setting time of the first batch of concrete; 3, the initial storage quantity must be sufficient, and it is strictly forbidden to pour into the hole when the initial storage quantity is insufficient. After confirming that the initial storage quantity is sufficient, the hopper baffle can be lifted, and the first batch of concrete can be poured. At the same time, observe the hole return slurry, measure the pipe depth, and check whether there is water in the pipe; 4. After the initial pouring of concrete is completed, install the pouring hopper and compactly and continuously pour the concrete. Do not stop pouring midway. During the pouring process, frequently use the sounding weight to detect the rising height of the concrete surface and timely raise and remove the guide pipe to maintain the proper depth of the guide pipe. The elevation of the concrete surface should be measured by the sounding weight at multiple points and should be checked by the calculated value of the amount of concrete poured. The depth of the guide pipe should not be less than 2 m, but the maximum depth should not exceed 9 m, and is generally controlled to be 4-6 m. Before each time the guide pipe is raised, the height of the concrete surface should be detected. In special cases, the number of detection times should be increased in the gravel soil layer and the pouring speed should be slowed down, and the return slurry should be observed to correctly analyze and determine the conditions in the hole; 5. When the guide pipe is raised, the axis should be kept vertical and the position should be kept centered, and the guide pipe should be raised step by step. If the guide pipe joint is hung on the reinforcement cage, the guide pipe can be rotated to be separated from the reinforcement and then moved to the center of the hole; 6. During the pouring process, the concrete mixture should be prevented from overflowing from the top of the hopper or falling into the hole from the outside of the hopper, so that the mud contains cement and becomes thick and coagulated, causing inaccurate detection; 7. As the concrete in the hole rises, the guide pipe should be removed step by step. When the guide pipe is raised, the axis should be kept vertical and the position should be kept centered, and the guide pipe should be raised step by step; 8. The action of removing the guide pipe should be fast, and the time should not exceed 15 minutes. The bolts, rubber pads and tools should be prevented from falling into the hole. The removed pipe sections should be immediately cleaned and neatly stacked; 9. During the pouring of concrete, the concrete test blocks should be made according to the requirements of the specification, and the workability and slump of the concrete should be detected at any time; 10. Measures should be taken to prevent the reinforcement cage from floating during pouring: when the top surface of the poured concrete is about 1 m from the bottom of the reinforcement cage, the pouring speed should be reduced; when the top surface of the concrete rises to more than 4 m above the bottom of the cage, the guide pipe should be raised so that the bottom opening is higher than the bottom of the cage by more than 2 m, and then the pouring speed should be restored; 11. After the concrete has initially set, use a special sounding weight to check whether the acoustic pipe is blocked. If it is blocked, use a high-pressure water pump to flush the acoustic pipe to ensure that the acoustic pipe is smooth and not blocked; 12. When the concrete is poured to within 5 m of the upper part of the pile, the guide pipe is not raised, and the guide pipe is removed once the pouring is completed to the specified elevation. When the last section of the guide pipe is pulled out, it is slowly pulled out and shaken up and down to prevent the pile from being jammed with mud or forming a void.

[0039] Example Four Notes for Underwater Concrete Pouring 1. Before pouring the concrete, complete the inspection and certification of the concealed engineering construction, and carefully fill in the construction record table and the concrete pouring record during the construction process.

[0040] 2. The concrete pouring work is continuous and uninterrupted. If the concrete pouring is interrupted, the pipe is lifted slightly according to the buried depth of the pipe, and the fault is removed immediately.

[0041] 3. The water-proof ball must be inspected.

[0042] 4. The pile foundation sounding pipe is prevented from being damaged during construction.

[0043] 5. The concrete pouring is a complete, continuous and uninterrupted work. Before the pouring work starts, the mechanical management personnel and the responsible driver repair and maintain all the machines used for the concrete pouring to ensure the normal operation of the machines during the construction.

[0044] 6. The foreign matters are prevented from falling into the pipe during the pouring. If necessary, a square partition grid with a spacing of 150 mm is arranged in the middle of the storage hopper.

[0045] 7. The concrete pouring work is a key process of the pile foundation construction, and a person is arranged to be responsible for the command and coordination.

[0046] 8. After the underwater concrete pouring is completed, the equipment used for the mixing, transportation and pouring of the concrete is counted and cleaned, and is properly stored for standby.

[0047] The above shows and describes the basic principles, main features and advantages of the present application. The technical personnel in the industry should understand that the present application is not limited by the above examples, and the above examples and descriptions in the specification are only preferred examples of the present application, and are not used to limit the present application. Without departing from the spirit and scope of the present application, various changes and improvements can be made to the present application, and these changes and improvements all fall within the scope of the present application. The scope of protection of the present application is defined by the appended claims and their equivalents.

[0048] The terms "center", "longitudinal", "transverse", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer" and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, which is only a simplified description for the convenience of describing the present application, and does not indicate or imply that the indicated device or element must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as a limitation on the scope of protection of the present application.

[0049] Therefore, any skilled person in the art can make equivalent substitutions or changes to the technical solutions and inventive concepts of the present application within the technical scope disclosed by the present application, which should be covered within the scope of protection of the present application.

Claims

1. A marine concrete de- sedimentation device, characterised in that, Include: The connecting seat (10); the multi-stage telescopic structure (20) is screwed in the bottom of the connecting seat (10) and extends to the inside of the connecting seat (10); the sediment removal vibration structure (30) is installed at the top of the multi-stage telescopic structure (20) and extends to the outside, and the sediment removal vibration structure (30) extends to the inner bottom of the guide pipe, The sediment removal vibration structure (30) comprises: an outer support assembly (301) installed at the bottom of the multi-stage telescopic structure (20); a gear drive assembly (302) installed inside the outer support assembly (301) and extending to the top inside of the multi-stage telescopic structure (20); a metal arm (303) movably arranged outside the gear drive assembly (302); a lower mounting seat (304) rotatably connected at the eccentric position of the left and right sides of the metal arm (303); a elastic collision assembly (305) installed at the top of the lower mounting seat (304) and extending to the outside of the outer support assembly (301); and an elastic movable structure (306) installed at the top of the elastic collision assembly (305).

2. A marine concrete de- sedimentation device according to claim 1, characterised in that: The multi-stage telescopic structure (20) comprises: a first drive source (201) installed inside the connecting seat (10); a first threaded rod (202) connected with the output end of the first drive source (201) and rotatably connected to the side of the connecting seat (10); a first metal cylinder (203) threadedly connected to the outside of the first threaded rod (202) and rotatably connected to the side of the connecting seat (10); a second metal cylinder (204) slidably connected inside the first metal cylinder (203) and extending to the outside; a second threaded rod (205) threadedly connected inside the second metal cylinder (204) and arranged outside the first threaded rod (202); a third threaded rod (206) threadedly connected to the outside of the second threaded rod (205) and movably connected with the second threaded rod (205); a third metal cylinder (207) threadedly connected to the outside of the third threaded rod (206) and slidably connected to the outside of the second metal cylinder (204); and a fourth metal cylinder (208) slidably connected inside the third metal cylinder (207) and threadedly connected to the outside of the third threaded rod (206).

3. A marine concrete de- sedimentation device according to claim 2, characterised in that: The outside of the second threaded rod (205) is movably connected with a rubber ring (2051) arranged at the eccentric position of the inner bottom of the second metal cylinder (204), and the outside of the third threaded rod (206) is movably connected with a rubber ring (2051) arranged at the eccentric position of the inner bottom of the third metal cylinder (207), Wherein, the inner top of the fourth metal cylinder (208) is provided with a gear drive assembly (302) extending to the outside, and the top of the fourth metal cylinder (208) is rotatably connected with an outer support assembly (301).

4. A marine concrete de- sedimentation device according to claim 3, characterised in that: The outer support assembly (301) comprises: a metal outer shell (3011) rotationally connected to the top of the fourth metal cylinder (208); a metal inner shell (3012) movably connected inside the metal outer shell (3011) and extending to the outside; a stirring blade (3013) mounted outside the metal outer shell (3011); a cone (3014) mounted on the top of the stirring blade (3013) and outside the metal inner shell (3012), Wherein, the inside of the metal outer shell (3011) is provided with a gear drive assembly (302), and the inside of the metal inner shell (3012) is provided with an elastic collision assembly (305) extending to the outside.

5. A marine concrete de- sedimentation device according to claim 4, characterised in that: The gear drive assembly (302) comprises: a second driving source (3021) mounted on the inner top of the fourth metal cylinder (208); a first gear (3022) connected with the output end of the second driving source (3021) and rotationally connected to the eccentric position of the inner top of the fourth metal cylinder (208); a second gear (3023) meshingly connected with the first gear (3022) and rotationally connected to the center of the inner top of the fourth metal cylinder (208); a transfer rod (3024) connected with the second gear (3023) and mounted inside the metal outer shell (3011), Wherein, the top of the transfer rod (3024) is provided with a conical main gear (3025), and the side surface of the conical main gear (3025) is meshingly connected with a conical slave gear (3026).

6. A marine concrete de- sedimentation device according to claim 5, characterised in that: The side surface of the conical slave gear (3026) is provided with a horizontal rotating rod (30261), which is movably connected inside the metal outer shell (3011), and the inside of the horizontal rotating rod (30261) is provided with a rotating block (30262), which is rotationally connected with a metal arm (303) extending to the outside.

7. A marine concrete de- sedimentation device according to claim 4, characterised in that: The elastic collision assembly (305) comprises: a lifting disc (3051) connected with the lower mounting seat (304) and movably arranged inside the metal inner shell (3012); a vertical metal rod (3052) mounted on the top of the lifting disc (3051) and slidingly connected inside the metal inner shell (3012); a partition disc (3053) mounted outside the vertical metal rod (3052) and movably arranged inside the metal inner shell (3012); a first spring (3054) connected to the bottom of the partition disc (3053) and arranged outside the vertical metal rod (3052), Wherein, the inner top of the vertical metal rod (3052) is provided with an elastic movable structure (306) extending to the outside.

8. A marine concrete de- sedimentation device according to claim 7, characterised in that: The elastic movable structure (306) comprises: a metal protrusion (3061) slidingly connected to the inner top of the vertical metal rod (3052) and extending to the outside; a second spring (3062) connected to the bottom of the metal protrusion (3061) and mounted on the inner top of the vertical metal rod (3052).

9. A high efficiency concrete placement process for a marine concrete de- sedimentation device according to any one of claims 1-8, characterized in that, The method comprises the following steps: S1, mixing of concrete: before the opening of the test personnel must determine the sand, stone moisture content, the concrete theoretical mix ratio into the construction mix ratio, check the quality of sand and gravel, verify the use of raw materials and mix ratio notice is consistent, the number is sufficient to pour a pile and at least 10% of the amount of surplus, while checking the mixing machine and pouring the operation of the equipment; S2, the first batch of concrete pouring quantity calculation: the first batch of concrete should meet the needs of the initial depth of the pipe and the gap between the bottom of the pipe, the first batch of concrete volume is: ， Wherein, V is the required volume of the first batch of concrete, D is the diameter of the pile hole, H1 is the distance between the bottom of the pile hole and the bottom of the guide pipe, taken as 0.3 m, H2 is the initial embedding depth of the guide pipe, taken as 1.0 m, d is the inner diameter of the guide pipe, taken as 38.2 cm, and h1 is the embedding depth of the concrete in the pile hole When the concrete column in the guide pipe reaches the embedding depth, the height required by the concrete column in the guide pipe to balance the pressure outside the guide pipe S3, underwater concrete pouring: according to the first batch of pouring quantity calculation results, equipped with a large hopper, normal feeding small hopper, when the bottom of the tank is used with a large hopper and synchronous feeding, using crawler crane hoist large hopper, pouring concrete in the pipe placed in the water ball, cut the rope underwater concrete pouring, concrete using continuous pouring method, to ensure that the whole pile in the concrete before the initial setting pouring completed, the first sealing success can be normal pouring concrete; S4, the removal of concrete sediment: after the completion of the concrete pouring, through the concrete sediment removal device vibration pipe bottom of the concrete sediment, and using the extraction pump negative pressure extraction method, to the vibration, separation and crushing of concrete sediment extraction, to achieve the removal of concrete sediment after the completion of the pouring operation.

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