High-pressure water jet pile forming, gas lift deslagging and high-pressure guide pipe pouring integrated equipment

Abstract

The utility model relates to the technical field of pile grouting equipment, and provides high-pressure water jet pile forming, gas lift deslagging and high-pressure guide pipe grouting integrated equipment. The control frame is rotationally arranged on the mounting plate; the hollow pile is detachably arranged on the control frame; the slag discharging pipe is arranged in the hollow pile in a penetrating mode, and a first slag discharging channel is formed between the outer wall of the slag discharging pipe and the inner wall of the hollow pile in the circumferential direction; the spiral air pipe is arranged on the inner wall of the slag discharging pipe, communicates with the slag discharging pipe and is used for forming turbulent flow in the slag discharging pipe; and the water jetting pipe is arranged in the slag discharging pipe in a penetrating mode, and a second slag discharging channel is formed between the water jetting pipe and the slag discharging pipe. By means of the technical scheme, the problems that in the related technology, cast-in-place pile construction is large in difficulty and low in efficiency are solved.

Description

Technical Field

[0001] The utility model relates to the technical field of pile pouring equipment, and specifically to high-pressure water jetting pile forming, air lifting and slag removal, and high-pressure conduit pouring integrated equipment. Background Art

[0002] The high-pressure water jetting pile forming, air lifting and slag removal and high-pressure pipe pouring integrated equipment is a modern construction equipment that integrates multiple functions in one, specially designed to improve the efficiency and quality of bored pile construction. The main functions of this equipment include high-pressure water jetting, air lifting and slag removal, and concrete pouring.

[0003] According to the previous experience of bored pile construction, bored piles are made by positive and negative circulation or rotary drilling, and poured by conduit, which has problems such as failure to complete the oblique pile hole and slow pouring speed. In addition, the project site was originally a riprap wharf near the coast, with complex geological conditions, and offshore construction also needs to consider tide operation, which makes bored pile construction more difficult and less efficient. Utility Model Content

[0004] The utility model provides high-pressure water jetting pile forming, air lifting and slag removal, high-pressure conduit pouring integrated equipment, which solves the problems of great difficulty and low efficiency in the construction of bored piles in the related technology.

[0005] The technical solution of the utility model is as follows:

[0006] High-pressure water jetting pile formation, air lift and slag removal, high-pressure pipe pouring integrated equipment, including:

[0007] Mounting plate;

[0008] A control frame, rotatably disposed on the mounting plate;

[0009] A hollow pile, detachably arranged on the control frame;

[0010] A slag discharge pipe is inserted into the hollow pile, and the first slag discharge channel is formed between the outer wall of the slag discharge pipe and the inner wall of the hollow pile;

[0011] A spiral air pipe is arranged on the inner wall of the slag discharge pipe, the spiral air pipe is connected with the slag discharge pipe, and the spiral air pipe is used to form turbulence in the slag discharge pipe;

[0012] A water jetting pipe is passed through the slag discharge pipe, and a second slag discharge channel is formed between the water jetting pipe and the slag discharge pipe.

[0013] Preferably, it also includes:

[0014] A high-pressure water pump is arranged on the mounting plate, and the high-pressure water pump has a water inlet end and a water outlet end;

[0015] A water intake pipe, one end of which is arranged on the water inlet end, and the other end of which extends into the bottom of the outer side of the mounting plate and is connected to an external water source;

[0016] A hose has one end connected to the water inlet end and the other end connected to the water jet pipe.

[0017] Preferably, the water jetting pipe has a water inlet and a water outlet, the water inlet is connected to the hose, and the water outlet of the water jetting pipe is located inside the slag discharge pipe and above the bottom surface of the slag discharge pipe.

[0018] Preferably, the bottom surface of the hollow pile is a pointed cone surface.

[0019] Preferably, the slag discharge pipe has an air inlet, and further comprises:

[0020] An air pump, arranged on the mounting plate;

[0021] An air pipe has one end disposed on the output end of the air pump and the other end communicated with the air inlet.

[0022] Preferably, the control frame comprises:

[0023] An arc-shaped plate is arranged on the mounting plate, and the arc-shaped plate has a limiting groove.

[0024] A deflection rod, slidably disposed in the limiting groove;

[0025] A bracket is arranged on the deflection rod, and a connecting portion is provided on a side of the bracket away from the deflection rod, and both the hollow pile and the water jet pipe can be detachably arranged on the connecting portion.

[0026] Preferably, the connecting portion comprises:

[0027] A first clamp is arranged on the bracket, and the hollow pile is arranged on the first clamp;

[0028] A second clamp is slidably disposed on the bracket, and the water jet pipe is disposed on the second clamp;

[0029] A spring, one end of which is arranged on the bracket and the other end of which is arranged on the second clamp, and the spring is used to provide force to support the water jet pipe.

[0030] Preferably, the mounting plate is a hollow structure, and the mounting plate is used to float on the water surface.

[0031] Preferably, it also includes:

[0032] A control rod has one end disposed on the second clamp and the other end extending to a side away from the second clamp, and the control rod is used to control the movement of the second clamp.

[0033] Preferably, the mounting plate has a notch, and the notch is used to accommodate the hollow pile, the slag discharge pipe and the water jetting pipe.

[0034] The working principle and beneficial effects of the utility model are:

[0035] The mounting plate in the utility model serves as the basic supporting structure of the equipment, ensuring that it can still work stably under harsh construction environments. The control frame is rotatably mounted on the mounting plate to adapt to the drilling requirements at different angles, and is particularly suitable for inclined pile construction. The hollow pile can be detachably fixed on the control frame, and the internal space is used to accommodate the slag discharge pipe, spiral air pipe and water jet pipe. The slag discharge pipe is arranged inside the hollow pile, and a first slag discharge channel is reserved between its outer wall and the inner wall of the hollow pile. This channel is used to guide the flow of slag generated by the impact of high-pressure water flow, and cooperate with subsequent gas lifting actions to efficiently discharge the drilling slag. The spiral air pipe is built into the inner wall of the slag discharge pipe to form a spiral structure, which is connected to the slag discharge pipe. Through the input of the high-pressure gas source, the gas flow in the spiral air pipe will produce a vortex effect, enhance the turbulent state of the water flow in the slag discharge pipe, and further improve the slag discharge efficiency and effect. The water jet pipe is arranged inside the slag discharge pipe, and the space between the outer wall of the water jet pipe and the inner wall of the slag discharge pipe constitutes a second slag discharge channel. The front end of the water jet pipe is connected to a high-pressure water pump, which can emit high-pressure water flow to quickly cut soil or rock to form a borehole. The high-pressure water jet pile-forming and air-lift slag removal integrated equipment provided by the utility model successfully solves the problems of difficult inclined pile hole-forming and slow pouring speed in traditional construction technology, especially in complex geological and marine environments, and the construction efficiency and quality have been significantly improved. BRIEF DESCRIPTION OF THE DRAWINGS

[0036] The preferred implementation modes will be described below in a clear and understandable manner with reference to the accompanying drawings to further illustrate the above-mentioned characteristics, technical features, advantages and implementation methods of the present utility model.

[0037] Figure 1 This is a schematic diagram of the overall structure of the utility model from the first perspective;

[0038] Figure 2 This is a schematic diagram of the position relationship among the water jet pipe, hollow pile and slag discharge pipe of the utility model;

[0039] Figure 3 This is a schematic diagram of the internal structure of the hollow pile and the slag discharge pipe of the utility model;

[0040] Figure 4 This is a schematic diagram of the overall structure of the utility model from a second viewing angle;

[0041] Figure 5 This is a schematic diagram of the support structure of the utility model.

[0042] In the figure: 1, mounting plate; 101, notch; 2, control frame; 201, arc plate; 202, deflection rod; 203, bracket; 2031, second clamp; 2032, first clamp; 2033, spring; 3, hollow pile; 301, pointed cone surface; 4, control rod; 5, high-pressure water pump; 501, water outlet; 6, water intake pipe; 7, hose; 8, water jet pipe; 9, air pump; 10, air pipe; 1001, air inlet hole; 11, first slag discharge channel; 12, slag discharge pipe; 13, spiral air pipe; 14, second slag discharge channel. DETAILED DESCRIPTION

[0043] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the specific implementation methods of the utility model will be described below with reference to the accompanying drawings. Obviously, the accompanying drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings and other implementation methods can be obtained based on these drawings without creative work.

[0044] In order to simplify the drawings, only the parts related to the utility model are schematically shown in each figure, and they do not represent the actual structure of the product. In addition, in order to simplify the drawings and facilitate understanding, in some figures, only one of the parts with the same structure or function is schematically shown, or only one of them is marked. In this article, "one" not only means "only one", but also means "more than one", and "several" includes "two" and "more than two".

[0045] In this article, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in this utility model can be understood according to specific circumstances.

[0046] In addition, in the description of the present application, the terms "first", "second", etc. are only used to distinguish the description and cannot be understood as indicating or implying relative importance.

[0047] Reference Figure 1~Figure 5, which is an embodiment of the utility model, proposes an integrated device for high-pressure water jetting pile formation, air lifting and slag removal, and high-pressure conduit injection, including: a mounting plate 1; a control frame 2, rotatably arranged on the mounting plate 1; a hollow pile 3, detachably arranged on the control frame 2; a slag removal pipe 12, penetrated into the hollow pile 3, and a first slag removal channel 11 is formed between the circumferential outer wall of the slag removal pipe 12 and the inner wall of the hollow pile 3; a spiral air pipe 13, arranged on the inner wall of the slag removal pipe 12, the spiral air pipe 13 is connected to the slag removal pipe 12, and the spiral air pipe 13 is used to form turbulence in the slag removal pipe 12; a water jetting pipe 8, penetrated into the slag removal pipe 12, and a second slag removal channel 14 is formed between the water jetting pipe 8 and the slag removal pipe 12.

[0048] In the above scheme, it is intended to overcome the limitations of traditional construction technology, especially the difficulty of inclined pile construction in complex geological and nearshore marine environments, and significantly improve the construction efficiency and quality of bored piles. The mounting plate 1 is made of high-strength steel as the basic support structure of the equipment to ensure stable operation under harsh construction environments. The control frame 2 is rotatably mounted on the mounting plate 1 to meet the drilling requirements at different angles, which is particularly suitable for inclined pile construction. The hollow pile 3 is detachably fixed to the control frame 2, which is a hollow structure, and the internal space is used to accommodate the slag discharge pipe 12, the spiral air pipe 13 and the water jet pipe 8. The slag discharge pipe 12 is arranged inside the hollow pile 3, and a first slag discharge channel 11 is reserved between its outer wall and the inner wall of the hollow pile 3. This channel is used to guide the flow of slag generated by the impact of high-pressure water flow, and cooperate with subsequent air lift actions to efficiently discharge the drilled slag. The spiral air pipe 13 is built into the inner wall of the slag discharge pipe 12 to form a spiral structure, which is connected to the slag discharge pipe 12. Through the input of high-pressure gas source, the gas flow in the spiral gas pipe 13 will produce a vortex effect, enhance the turbulent state of the water flow in the slag discharge pipe 12, and further improve the slag discharge efficiency and effect. The water jet pipe 8 is arranged inside the slag discharge pipe 12, and the space between the outer wall of the water jet pipe 8 and the inner wall of the slag discharge pipe 12 constitutes a second slag discharge channel 14. The front end of the water jet pipe 8 is connected to a high-pressure water pump 5, which can emit high-pressure water flow to quickly cut soil or rock to form a borehole.

[0049] Operation process: According to the construction design requirements, assemble the various components on the mounting plate 1, and use the rotation function of the control frame 2 to align the drilling position. Turn on the high-pressure water pump 5, and the high-pressure water will be sprayed through the water jet pipe 8 to quickly form a borehole. At the same time, the impact force of the water flow will be used to loosen the debris at the bottom and wall of the hole. When a certain amount of debris accumulates in the hole, start the gas source, and the high-pressure gas will enter the slag discharge pipe 12 through the spiral gas pipe 13, and mix with the water flow to form a strong vortex, which will effectively carry and discharge the debris and keep the borehole unobstructed. According to the geological conditions and construction progress, the pressure of the high-pressure water jet and the flow rate of the gas lift gas are adjusted in real time to ensure that the drilling operation is carried out continuously and efficiently, and at the same time, it can flexibly respond to the drilling requirements of different angles and depths. After reaching the designed depth, turn off the high-pressure water jet and gas lift system to prepare for pouring concrete. Through the integrated high-pressure catheter pouring system, pour concrete into the pile body to ensure the integrity and strength of the pile body structure. The high-pressure water jetting and air lifting integrated slag removal equipment provided in this embodiment successfully solves the problems of difficult inclined pile drilling and slow grouting speed existing in traditional construction technologies through a finely designed structure and optimized operation process, and the construction efficiency and quality are significantly improved, especially in complex geological and marine environments.

[0050] Furthermore, it also includes: a high-pressure water pump 5, which is arranged on the mounting plate 1, and the high-pressure water pump 5 has a water inlet end and a water outlet end 501; a water intake pipe 6, one end of which is arranged on the water inlet end, and the other end extends into the outer bottom of the mounting plate 1 and is connected to an external water source; a hose 7, one end of which is connected to the water inlet end, and the other end is connected to the water jet pipe 8.

[0051] In the above scheme, the high-pressure water pump 5 located on the mounting plate 1 provides a high-pressure water flow for the water jet pipe 8, and is driven by a motor or other power source to convert a low-pressure water source into a high-pressure water flow, thereby providing the necessary energy for water jetting and hole forming. The high-pressure water pump 5 is provided with a clearly marked water inlet and water outlet 501, which is convenient for installation and maintenance. The water intake pipe 6 is intended to ensure a stable supply of water. One end of the water pump 5 is tightly connected to the water inlet end, and the other end is deeply inserted into the bottom of the outer side of the mounting plate 1, and is connected to an external water source (such as a river, lake or seawater) through a filter screen or other purification device. It not only facilitates on-site water collection, but also can preliminarily filter impurities in the water source and protect the high-pressure water pump 5 from damage. The hose 7 is a key link in connecting the high-pressure water pump 5 and the water jet pipe 8. Both ends of the hose 7 are provided with reliable quick connectors or threaded interfaces, one end is closely connected to the water outlet 501 of the high-pressure water pump 5, and the other end is connected to the inside of the water jet pipe 8. The hose 7 needs to be made of high-pressure resistant and wear-resistant material to withstand the pressure and impact during the high-pressure water flow transmission process, while maintaining good flexibility to facilitate adjustment of the equipment layout under different working conditions.

[0052] Before construction, check whether the water intake pipe 6 is firmly connected to the water source and whether the filter device is clean to ensure that the water source is clean and unobstructed. Before starting the high-pressure water pump 5, check whether the hose 7 connection is sealed to avoid leakage of high-pressure water, and ensure that all connecting parts are properly locked. During the construction process, the hose 7 should be regularly checked for signs of wear or expansion, and replaced in time to avoid interruption of operation. After shutdown, the remaining water in the high-pressure water pump 5 and the hose 7 should be drained, and the equipment, especially the filter device at the water intake end, should be cleaned and checked to maintain long-term and efficient operation.

[0053] Furthermore, the water jetting pipe 8 has a water inlet and a water outlet, the water inlet is connected to the hose 7 , and the water outlet of the water jetting pipe 8 is located inside the slag discharge pipe 12 and above the bottom surface of the slag discharge pipe 12 .

[0054] In the above scheme, in order to ensure the efficient use of high-pressure water flow in the drilling process and the coordinated operation with the slag discharge system, the specific steps are as follows: the water jet pipe 8 is a key component for high-pressure water to directly act on the drilling operation, and has clear water inlet and outlet at both ends. The water inlet is tightly connected to the hose 7 to ensure that the high-pressure water flow smoothly transitions from the high-pressure water pump 5 to the inside of the water jet pipe 8. The water flow path is simplified, the water flow loss is reduced, and the energy transfer efficiency is improved. The water outlet of the water jet pipe 8 is carefully arranged inside the slag discharge pipe 12 and is set at a certain height above the bottom surface of the slag discharge pipe 12. It ensures that the high-pressure water flow can directly act on the drilling surface, maximize the excavation efficiency, and quickly penetrate the soil or rock layer; secondly, this position is conducive to the effective cooperation with the subsequent gas lift slag discharge system, and the slag generated by the impact of the high-pressure water flow can be carried and discharged by the gas lift system more smoothly through the first slag discharge channel 11 (i.e., the space between the outer wall of the slag discharge pipe 12 and the inner wall of the hollow pile 3), reducing the risk of blockage and improving the slag discharge efficiency.

[0055] In actual operation, by adjusting the output pressure of the high-pressure water pump 5, the force and speed of water injection can be flexibly controlled to adapt to the drilling requirements under different geological conditions. The position layout above the water outlet allows the high-pressure water flow to flush the borehole surface while promoting the newly generated slag to sink quickly to the bottom of the slag discharge pipe 12, where it meets the subsequent air lift air flow, forming an efficient slag discharge mechanism. This helps to reduce the water pressure loss during the drilling process, improve the overall construction efficiency, and reduce the water pressure impact on the surrounding environment.

[0056] Furthermore, the bottom surface of the hollow pile 3 is a pointed cone surface 301 .

[0057] In the above scheme, the pointed conical bottom surface design can significantly increase the penetration of the pile during advancement, especially when encountering hard soil layers or rocks. The conical structure can better concentrate the pressure applied to the pile tip, reduce resistance, and enable the pile to penetrate obstacles more easily and penetrate deep into the stratum. During the sinking process of the pile body, the pointed conical bottom surface can effectively squeeze the surrounding soil, and increase the density of the soil around the pile bottom through local squeezing, thereby enhancing the overall stability of the pile foundation. This "compacting" effect is crucial to preventing pile bottom settlement and improving bearing capacity. Combined with the water jet pipe 8 and the slag discharge system, the pointed conical bottom surface can also promote the slag generated during the drilling process to flow more smoothly to the slag discharge pipe 12. The guiding effect of the cone surface helps the slag to be naturally concentrated and discharged along a predetermined path, reducing the risk of slag accumulation and blockage. The pointed conical design may also simplify the installation process of the pile body, especially for projects that require precise alignment, the conical bottom surface can be more easily aligned with the preset drilling position, ensuring that the pile body sinks vertically and improving construction accuracy.

[0058] Furthermore, the slag discharge pipe 12 has an air inlet hole 1001 , and also includes: an air pump 9 , which is arranged on the mounting plate 1 ; an air pipe 10 , one end of which is arranged on the output end of the air pump 9 , and the other end of which is connected to the air inlet hole 1001 .

[0059] In the above scheme, the air pump 9 is installed on the mounting plate 1, close to the high-pressure water pump 5, so that the layout is convenient for centralized management and maintenance of the power unit. The air pump 9 is selected to be of high efficiency and low noise type to meet the environmental protection requirements of the construction site and the needs of long-term operation. The output pressure and flow of the air pump 9 are adjustable so that they can be flexibly adjusted according to different geological conditions and construction progress. One end of the air pipe 10 is closely connected to the output end of the air pump 9 to ensure that the high-pressure gas can be stably transmitted. The air pipe 10 is made of high-pressure resistant and corrosion-resistant materials to withstand the high-pressure gas output by the air pump 9 without leakage or damage. The other end is precisely docked with the air inlet 1001 of the slag discharge pipe 12, and the air tightness is ensured by a sealing ring or other reliable connection methods. In addition to the spiral air pipe 13, the inside of the slag discharge pipe 12 is provided with air inlet holes 1001 at appropriate positions, and these air inlet holes 1001 are directly connected to the air pipe 10. The air inlet pipe 10 is usually located at the top of the slag discharge pipe 12 to ensure that the high-pressure gas can effectively enter the slag discharge pipe 12 and interact with the vortex generated by the spiral air pipe 13 to further enhance the gas lift effect and accelerate the discharge of slag.

[0060] After starting the air pump 9, high-pressure gas enters the air inlet 1001 of the slag discharge pipe 12 through the air pipe 10, and works together with the spiral air pipe 13 to form a strong airflow force, effectively stirring and carrying the slag generated during the drilling process, and quickly rises along the first slag discharge channel 11 and is discharged out of the hole. Not only does it speed up the slag discharge speed and reduce the drilling blockage caused by slag accumulation, but also through the air lift effect, it can also assist the drilling process to a certain extent, reduce dependence on high-pressure water injection, and save water resources. During the air lift process, the working parameters of the air pump 9 can be adjusted to meet the slag discharge needs at different stages to ensure construction continuity and efficiency.

[0061] Furthermore, the control frame 2 includes: an arc plate 201, which is arranged on the mounting plate 1, the arc plate 201 has a limit groove, and the deflection rod 202 is slidably arranged in the limit groove; a bracket 203, which is arranged on the deflection rod 202, and the bracket 203 has a connecting part on the side away from the deflection rod 202, and the hollow pile 3 and the water jet pipe 8 can be detachably arranged on the connecting part.

[0062] In the above scheme, the arc plate 201 is fixed on the mounting plate 1, and a limit groove is provided on the arc plate 201. A track for the deflection rod 202 to slide is provided, so that the deflection rod 202 can move freely within a limited range, thereby realizing precise adjustment of the drilling angle of the hollow pile 3. The existence of the limit groove also ensures the stability and safety of the deflection rod 202, avoiding the potential risks caused by excessive deflection. The deflection rod 202 is slidably arranged in the limit groove of the arc plate 201, allowing the deflection rod 202 to move smoothly along the groove, thereby driving the bracket 203 and the hollow pile 3, water jet pipe 8 and other components thereon to rotate or tilt together to adapt to the drilling requirements of different angles. The material selection of the deflection rod 202 must have sufficient strength and wear resistance to withstand various stresses and wear during construction. The bracket 203 is installed on the deflection rod 202, and a connecting portion is configured on the side away from the deflection rod 202. The connection part can not only firmly fix the hollow pile 3 and the water jet pipe 8, but also needs to be easy to disassemble and assemble, so as to facilitate the rapid deployment, adjustment or maintenance of the equipment. Through the design of the control frame 2, the operator can quickly adjust the drilling direction, whether it is vertical drilling or inclined pile construction, it can respond flexibly, which significantly improves the flexibility and efficiency of construction. The combined use of the arc plate 201 and the deflection rod 202 enables the equipment to better adapt to complex terrain and different engineering requirements, especially in construction environments with limited space or special angle requirements. The quick disassembly and assembly function greatly shortens the assembly and adjustment time of the equipment, reduces downtime and waiting, reduces labor costs, and also facilitates the maintenance and maintenance of the equipment.

[0063] Furthermore, the connection part includes: a first clamp 2032, which is arranged on the bracket 203, and the hollow pile 3 is arranged on the first clamp 2032; a second clamp 2031, which is slidably arranged on the bracket 203, and the water jet pipe 8 is arranged on the second clamp 2031. A spring 2033, one end of which is arranged on the bracket 203, and the other end of which is arranged on the second clamp 2031, and the spring 2033 is used to provide a force to support the water jet pipe 8.

[0064] In the above scheme, the purpose is to improve the installation stability and adjustment convenience of the hollow pile 3 and the water jet pipe 8. The specific structure and function are as follows: the first clamp 2032 is directly fixed on the bracket 203, and can tightly hold the hollow pile 3 to ensure its stability and safety during the construction process. The installation and disassembly of the hollow pile 3 becomes simple and quick, and only simple operations are required to complete the fixation or release. The second clamp 2031 can slide on the bracket 203 to provide a flexible up and down adjustment space for the water jet pipe 8. This allows the water jet pipe 8 to easily adjust its position up and down according to the needs of the drilling depth without frequent disassembly and assembly, which greatly improves the work efficiency. The second clamp 2031 also adopts a reliable clamping mechanism to ensure that the water jet pipe 8 can remain stable and not shake at any position. A spring 2033 is installed between the second clamp 2031 and the bracket 203, one end of the spring 2033 is fixed to the bracket 203, and the other end is connected to the second clamp 2031. The function of spring 2033 is to provide a constant upward supporting force for the water jet pipe 8. Even if it encounters uneven ground or is impacted by external force during the construction process, it can ensure that the water jet pipe 8 maintains the correct operating posture, avoids sagging or displacement due to gravity or vibration, and ensures the continuity and accuracy of the water jet operation.

[0065] The coordinated use of the first clamp 2032 and the second clamp 2031 not only enhances the installation stability of the hollow pile 3 and the water jet pipe 8, but also provides unprecedented adjustment convenience, so that the equipment can quickly adapt to the drilling requirements of different depths and angles. The introduction of the spring 2033 support system effectively reduces the unstable factors caused by the weight of the equipment or external forces during construction, ensures the accuracy of the water jet operation, and prolongs the service life of the equipment.

[0066] Furthermore, the mounting plate 1 is a hollow structure, and the mounting plate 1 is used to float on the water surface.

[0067] In the above scheme, the mounting plate 1 is a hollow structure, so that the mounting plate 1 can float on the water surface, which greatly expands the application scenarios of the equipment, especially for complex construction environments near the coast, rivers or waters. The mounting plate 1 is made of lightweight, high-strength materials, and the interior is designed as a closed cavity structure, which not only reduces the overall weight, but also ensures that the mounting plate 1 and the entire set of equipment it carries float safely and stably on the water surface after filling with an appropriate amount of lightweight foam or other buoyancy materials. Since the mounting plate 1 has buoyancy, the equipment can be deployed directly on the water body without the need to build a complex temporary platform or rely on shore support, which greatly simplifies the preliminary preparations for water construction, reduces construction costs, and also reduces interference with the environment. In order to ensure the stability of the equipment floating on the water surface, adjustable buoys or underwater support feet can be added to the bottom or side of the mounting plate 1, and fine-tuned according to the water depth and water flow conditions to resist the influence of wind and waves and water flow, and maintain the level and operation accuracy of the equipment.

[0068] Furthermore, it also includes: a control rod 4, one end of which is arranged on the second clamp 2031, and the other end extends to a side away from the second clamp 2031, and the control rod 4 is used to control the movement of the second clamp 2031.

[0069] In the above scheme, one end of the control rod 4 is fixedly connected to the second clamp 2031, and is usually designed with a sturdy and easy-to-operate handle or knob, which is convenient for construction workers to hold and apply force. The other end of the control rod 4 extends to a side away from the second clamp 2031, ensuring that the operator can adjust the second clamp 2031 in a more comfortable standing position without directly contacting or approaching the equipment part that is being operated. The control rod 4 is connected to the second clamp 2031 through a mechanism such as mechanical transmission or hydraulic transmission. The operator can achieve precise up and down movement of the second clamp 2031 by pushing, pulling or rotating the control rod 4, thereby adjusting the depth position of the water jet pipe 8. The adjustment steps are simplified, the work efficiency is improved, and the safety of the operation is also guaranteed, avoiding the potential safety hazards caused by direct manual adjustment. In order to ensure the stability of the position of the second clamp 2031 and the water jet pipe 8 after adjustment, the control rod 4 may also be integrated with a locking device, such as a ratchet lock, a screw lock or a quick lock buckle. Once adjusted in place, the control rod 4 can be locked by simple operation to prevent accidental movement during operation. The control lever 4 makes the height adjustment of the water jet pipe 8 more intuitive and convenient. The operator can complete the adjustment without complicated tools or entering the equipment, which significantly improves the working efficiency. The operator can operate in a relatively safe position with a wide field of vision, which reduces the potential risks in the construction process and enhances the safety management of the construction site. The stability and reliability after adjustment are ensured. Even if there are fluctuations or external forces during the construction process, the positioning of each component of the equipment can be kept accurate, which improves the accuracy and quality of the overall construction.

[0070] Furthermore, the mounting plate 1 has a notch 101 , and the notch 101 is used to accommodate the hollow pile 3 , the slag discharge pipe 12 and the water jetting pipe 8 .

[0071] It should be noted that the above embodiments are only used to illustrate the technical solution of the utility model rather than to limit it. Although the utility model has been described in detail with reference to the preferred embodiments, ordinary technicians in the field should understand that the technical solution of the utility model can be modified or replaced by equivalents without departing from the spirit and scope of the technical solution of the utility model, which should be included in the scope of the claims of the utility model.

Claims

1. High-pressure water jetting pile forming, air lifting and slag removal, high-pressure pipe pouring integrated equipment, characterized in that: include: Mounting plate (1); A control frame (2) is rotatably mounted on the mounting plate (1); A hollow pile (3) detachably arranged on the control frame (2); A slag discharge pipe (12) is inserted into the hollow pile (3), and a first slag discharge channel (11) is formed between the outer wall of the slag discharge pipe (12) and the inner wall of the hollow pile (3); A spiral air pipe (13) is arranged on the inner wall of the slag discharge pipe (12), the spiral air pipe (13) is connected to the slag discharge pipe (12), and the spiral air pipe (13) is used to form a turbulent flow in the slag discharge pipe (12); A water jet pipe (8) is inserted into the slag discharge pipe (12), and a second slag discharge channel (14) is formed between the water jet pipe (8) and the slag discharge pipe (12).

2. The high-pressure water jetting pile forming, air lifting and slag removal high-pressure pipe pouring integrated equipment according to claim 1 is characterized in that: Also includes: A high-pressure water pump (5) is arranged on the mounting plate (1), and the high-pressure water pump (5) has a water inlet end and a water outlet end (501); A water intake pipe (6), one end of which is arranged on the water inlet end, and the other end of which extends into the outer bottom of the mounting plate (1) and is connected to an external water source; A hose (7) has one end connected to the water inlet end and the other end connected to the water jet pipe (8).

3. The high-pressure water jetting pile forming, air lifting and slag removal high-pressure pipe pouring integrated equipment according to claim 2 is characterized in that: The water jet pipe (8) has a water inlet and a water outlet, the water inlet is connected to the hose (7), and the water outlet of the water jet pipe (8) is located inside the slag discharge pipe (12) and above the bottom surface of the slag discharge pipe (12).

4. The high-pressure water jetting pile forming, air lifting and slag removal high-pressure pipe pouring integrated equipment according to claim 1 is characterized in that: The bottom surface of the hollow pile (3) is a pointed cone surface (301).

5. The high-pressure water jetting pile forming, air lifting and slag removal high-pressure pipe pouring integrated equipment according to claim 1 is characterized in that: The slag discharge pipe (12) has an air inlet (1001) and further comprises: An air pump (9) is arranged on the mounting plate (1); An air pipe (10) has one end disposed on the output end of the air pump (9) and the other end communicated with the air inlet (1001).

6. The high-pressure water jetting pile forming, air lifting and slag removal high-pressure pipe pouring integrated equipment according to claim 1 is characterized in that: The control frame (2) comprises: The arc-shaped plate (201) is arranged on the mounting plate (1), and the arc-shaped plate (201) has a limiting groove. A deflection rod (202) is slidably disposed in the limiting groove; A bracket (203) is arranged on the deflection rod (202); a side of the bracket (203) away from the deflection rod (202) has a connection portion, and the hollow pile (3) and the water jet pipe (8) are both detachably arranged on the connection portion.

7. The high-pressure water jetting pile forming, air lifting and slag removal high-pressure pipe pouring integrated equipment according to claim 6 is characterized in that: The connecting portion comprises: A first clamp (2032) is arranged on the support (203), and the hollow pile (3) is arranged on the first clamp (2032); A second clamp (2031) is slidably disposed on the bracket (203), and the water jet pipe (8) is disposed on the second clamp (2031); A spring (2033) has one end disposed on the support (203) and the other end disposed on the second clamp (2031), and the spring (2033) is used to provide a force for supporting the water jet pipe (8).

8. The high-pressure water jetting pile forming, air lifting and slag removal high-pressure pipe pouring integrated equipment according to claim 1 is characterized in that: The mounting plate (1) is a hollow structure, and the mounting plate (1) is used to float on the water surface.

9. The high-pressure water jetting pile forming, air lifting and slag removal high-pressure pipe pouring integrated equipment according to claim 7 is characterized in that: Also includes: A control rod (4) has one end disposed on the second clamp (2031) and the other end extending to a side away from the second clamp (2031), and the control rod (4) is used to control the movement of the second clamp (2031).

10. The high-pressure water jetting pile forming, air lifting and slag removal high-pressure pipe pouring integrated equipment according to claim 1 is characterized in that: The mounting plate (1) has a notch (101), and the notch (101) is used to accommodate the hollow pile (3), the slag discharge pipe (12) and the water jet pipe (8).

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