Large anchorage foundation self-walking multifunctional operation platform and construction method
By designing a large anchor foundation self-walking multi-functional operation platform, the problems of low efficiency, high cost and high pollution risks such as underwater soil extraction in large foundation projects have been solved, and efficient, environmentally friendly and precise construction results have been achieved.
Patent Information
- Application Number
- CN202411789012.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-06
- Publication Date
- 2025-02-28
AI Technical Summary
The prior art has problems such as low efficiency, high cost, high pollution risk and difficulty in controlling height difference in underwater soil extraction, wall brushing and concrete pouring operations of large-scale foundation projects.
A large anchor foundation self-travel multi-functional operation platform is designed, including a track structure, a self-travel system and a steel platform, which can perform soil extraction, lifting, brushing walls and pouring concrete operations on and underwater. The platform realizes stable longitudinal movement and position control of the platform through intelligent control units and sensors.
It has achieved efficient and environmentally friendly soil extraction operations in large-scale foundation projects, with the accuracy of height difference control, reduced construction costs and pollution risks, and improved construction efficiency and versatility.
Smart Images

Figure CN119531577A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of engineering construction, and in particular to a large-scale anchor foundation self-propelled multifunctional working platform and a construction method. Background Art
[0002] At present, in the excavation and construction of large-scale foundation projects, underwater soil excavation, wall brushing or concrete pouring operations are often carried out due to the reasons of retaining structures and geological and hydrological conditions. However, traditional underwater soil excavation methods, such as air suction and rotary drilling rig soil excavation, generally require a large slag pool for mud sedimentation, and the air suction method generally turns the soil into mud, resulting in a large mud output and inconvenient handling. In the case of limited site, the mud must be screened or filtered, which has high requirements for post-supporting and may cause pollution to the water environment. If clay or reinforced solid obstacles are encountered during the excavation process, there will be problems of low efficiency and high excavation costs. In addition, traditional methods have difficulty in controlling the height difference of soil excavation at different depths underwater. At the same time, under the condition of large foundation size, it is difficult to brush the retaining structure, and the concrete pouring operation in the center of the foundation pit requires the cooperation of equipment such as tower crane hopper, which has high operation requirements and low efficiency.
[0003] For example, patent CN116145938A discloses a guide rail movable operating platform for grouting support of foundation pit slope, comprising: two translation guide rails for parallel fixing at the top and bottom of the slope; a climbing frame slidably mounted on the two translation guide rails at both ends, with the climbing guide rails fixed on the climbing frame; a climbing trolley slidably mounted on the climbing guide rails, the climbing trolley comprising a standing platform for construction personnel to stand and perform grouting operations, and an adjustable bracket slidably mounted on the climbing guide rails and fixed under the standing platform; sliding components are respectively connected to the two ends of the climbing frame, and the sliding components are slidably mounted on the translation guide rails; this solution can only be used for grouting construction in slope areas.
[0004] Therefore, there is an urgent need for a new underwater soil excavation method for large-scale foundations, which can efficiently and environmentally friendly carry out soil excavation operations for large-scale foundation projects and can achieve precise control of soil excavation height differences. Summary of the invention
[0005] In view of the shortcomings of the prior art, the present invention provides a large-scale anchor foundation self-propelled multifunctional working platform and a construction method, wherein the platform can select different equipment according to actual needs to adapt to multifunctional construction operations.
[0006] In order to solve the above technical problems, the technical solution adopted by the present invention is:
[0007] A large anchor foundation self-propelled multifunctional work platform, suitable for above-water and underwater earthwork, hoisting, wall brushing, and concrete pouring operations, including a track structure, a self-propelled system, and a steel platform;
[0008] The track structure is fixed on the foundation pit support structure to support the longitudinal movement of the platform;
[0009] The self-propelled system is used to support the longitudinal movement of the platform, and the self-propelled system includes a traveling system beam and a set of traveling wheels and a driving structure for driving the traveling wheels to travel, the traveling wheels are on the track structure, and the traveling system beam is arranged on the set of traveling wheels;
[0010] The steel platform is set on the crossbeam of the walking system and is used as the working surface for equipment operation.
[0011] The track structure comprises a track beam and a track for the longitudinal movement of the platform. The track beam is a steel or concrete structure for supporting the longitudinal movement of the platform, and the track is arranged on the track beam.
[0012] The driving structure adopts a slide rail in conjunction with a jack to move the platform or a gantry crane track to make the platform move on its own; the system also includes an intelligent control unit and a sensor to ensure smooth movement and position control; the intelligent control unit adjusts the operation of the driving structure in real time by receiving data fed back by the sensor to ensure stable longitudinal movement of the platform.
[0013] The steel platform includes a platform longitudinal beam, a platform cross beam, a panel distribution beam, a panel and a safety guardrail; the platform longitudinal beam is arranged on the walking system cross beam, the platform cross beam is arranged on the platform longitudinal beam, the panel is fixed on the platform cross beam through the panel distribution beam, and the safety guardrail is arranged on the edge of the platform.
[0014] The steel platform runs through the entire foundation pit support structure.
[0015] Adjacent platform longitudinal beams are connected via longitudinal beam connecting beams.
[0016] An underwater soil excavation construction method comprises the following steps: a. deploying a large-scale basic self-propelled multifunctional working platform to adapt it to the construction area; b. controlling the platform to self-propelled longitudinally along a guide rail to a target working position, wherein the longitudinal self-propelled movement can be achieved by driving a pulley block through a self-propelled driving device; c. controlling the operating equipment to move laterally from the platform to perform soil excavation construction on the corresponding working section to achieve layered and block excavation; d. controlling the platform to move back and forth through a control unit to achieve construction on multiple working surfaces; e. repeating steps b to d to complete the corresponding soil excavation operation.
[0017] An underwater wall brushing construction method comprises the following steps: a. deploying a large-scale basic self-propelled multifunctional working platform to adapt it to the construction area; b. controlling the platform to self-propelled longitudinally along a guide rail to a target working position, wherein the longitudinal self-propelled movement can be achieved by driving a pulley block through a self-propelled driving device; c. controlling the wall brushing equipment to move laterally from the platform to brush the wall on the corresponding working section; d. controlling the platform to move back and forth through a control unit to achieve wall brushing operations on multiple working surfaces; e. repeating steps b to d to complete the corresponding wall brushing operations.
[0018] A method for pouring underwater bottom seal and bottom plate, comprising the following steps: a. controlling a platform to move longitudinally along a guide rail to a target working position, wherein the longitudinal self-movement can be achieved by driving a pulley block through a self-propelled driving device; b. installing a conduit and a hopper; c. performing pouring operations on the corresponding working surface through a tank truck or a sky pump; d. controlling the platform to move back and forth through a control unit to achieve construction on multiple working surfaces; e. repeating steps b to d to complete pouring the bottom seal or bottom plate.
[0019] Compared with the prior art, the present invention has the following advantages:
[0020] The large anchor foundation self-propelled multifunctional working platform and construction method are reasonably designed. The machine can move horizontally on the platform, and the working platform can move vertically through the slide rail and the drive system. The platform can use different equipment according to actual needs, including water and underwater soil excavation, hoisting and wall brushing, concrete pouring operations, etc., to adapt to multifunctional construction operations. The platform is simple in design, convenient and flexible in operation, and highly practical. BRIEF DESCRIPTION OF THE DRAWINGS
[0021] The following is a brief description of the contents and symbols in the drawings of this specification:
[0022] Figure 1 It is a plan view of the working platform of the present invention.
[0023] Figure 2 It is a cross-sectional schematic diagram of the working platform of the present invention.
[0024] Figure 3 This is a schematic diagram of soil excavation operation on the platform of the present invention.
[0025] Figure 4 It is a schematic diagram of the platform hoisting or wall brushing operation of the present invention.
[0026] In the figure:
[0027] 1-track beam; 2-track; 3-slide rail clip; 4-jack; 5-travel wheel; 6-travel system crossbeam; 7-platform longitudinal beam; 8-longitudinal beam connecting beam; 9-platform crossbeam; 10-panel distribution beam; 11-panel; 12-safety guardrail; 13-track beam anchor bar. DETAILED DESCRIPTION
[0028] The specific implementation modes of the present invention will be further explained in detail below through the description of embodiments with reference to the accompanying drawings.
[0029] like Figures 1 to 4 As shown, the large anchor foundation self-propelled multifunctional working platform is suitable for above-water and underwater earth-taking operations, hoisting, wall brushing, and concrete pouring operations. The working platform includes a track structure, a self-propelled system, and a steel platform.
[0030] The track structure is fixed on the foundation pit supporting structure and is used to support the longitudinal movement of the platform; the self-propelled system is used to support the longitudinal movement of the platform. The self-propelled system includes a traveling system beam and a group of traveling wheels and a driving structure for driving the traveling wheels to move. The traveling wheels 5 are on the track structure, and the traveling system beams are arranged on a group of traveling wheels; the steel platform is arranged on the traveling system beams 6 and is used as the working surface for equipment operation.
[0031] The multifunctional working platform and construction method of the present invention are reasonably designed. The machine can move horizontally on the platform, and the working platform can move longitudinally through the slide rail and the driving system. The platform can select different equipment according to actual needs, including above-water and underwater soil taking, hoisting and wall brushing, concrete pouring operations, etc., to adapt to multifunctional construction operations. In addition, the platform is simple in design, convenient and flexible in operation, and highly practical.
[0032] The track structure includes a track beam 1 and a track 2 for the longitudinal movement of the platform. The track beam is a steel or concrete structure used to support the longitudinal movement of the platform. The track beam is connected to the support structure through the track beam anchor rib 13, and the track is arranged on the track beam; the steel platform runs through the entire foundation pit support structure, and the structure is stable and reliable.
[0033] The driving structure adopts the slide rail bayonet 3 in cooperation with the jack 4 to move the platform or the gantry crane track to make the platform self-propelled; the system also includes an intelligent control unit and a sensor to ensure smooth movement and position control; the intelligent control unit adjusts the operation of the driving structure in real time by receiving data fed back by the sensor to ensure stable longitudinal movement of the platform.
[0034] The steel platform includes a platform longitudinal beam 7, a platform cross beam 9, a panel distribution beam 10, a panel 11 and a safety guardrail 12; the platform longitudinal beam is arranged on the walking system cross beam, the platform cross beam is arranged on the platform longitudinal beam, the panel is fixed on the platform cross beam through the panel distribution beam, and the safety guardrail is arranged on the edge of the platform; further, the adjacent platform longitudinal beams are connected by a longitudinal beam connecting beam 8, and the structure is stable and reliable.
[0035] like Figure 3 The method for taking soil from the platform and the method for lifting or brushing the wall on the platform as in 4;
[0036] The control method is to select appropriate construction equipment, control the movement of the platform through the drive system, and carry out construction work on the working surface. The equipment can walk on the platform. When taking soil, the single travel distance of the platform can be controlled, and layer-by-layer excavation can be carried out to achieve step-type soil taking, or the linkage of multiple platforms can be achieved to achieve layered and block operations.
[0037] Select appropriate hoisting or equipment, control the movement of the platform to the designated position through the drive system, and perform hoisting or wall brushing operations on the corresponding work surface. The equipment can move on the platform, and the platform moves together until the operation is completed.
[0038] The present invention is suitable for underwater excavation, wall brushing, hoisting and concrete pouring operations of compartment-type anchor foundations. The platform is simple to use, convenient and easy to use, highly safe, can realize efficient underwater soil excavation operations, and has high precision and strong applicability.
[0039] The preferred specific examples of the working platform of the present invention are:
[0040] The large anchor foundation self-propelled multifunctional working platform mainly includes the following parts:
[0041] Track beams can effectively support the platform load transmitted by the track and have high rigidity and flatness;
[0042] Tracks, used to support the platform's movement;
[0043] Platform self-propelled system: used to support the longitudinal movement of the platform. It includes walking wheels and a walking system beam. The walking method can use a slide rail with a jack to move the platform or a gantry track to make the platform move automatically. The system includes an intelligent control unit, a drive device, and a sensor to ensure smooth movement and position control. The intelligent control unit receives data feedback from the sensor and adjusts the operation of the drive device in real time to ensure stable longitudinal movement of the platform;
[0044] Steel platform: provides a working area with sufficient strength and stability to support various operating equipment and operators;
[0045] The platform longitudinal beam is located under the steel platform and distributes and transfers the load by supporting the steel platform;
[0046] The platform longitudinal beam connecting beam is used to connect the platform longitudinal beams to improve the stability of the platform;
[0047] The platform beam transfers the upper part of the load to the platform longitudinal beam;
[0048] The panel distribution beam is used to transfer the platform panel load evenly to the lower beam;
[0049] The panel, covered on the steel platform, provides a stable working surface for the workers;
[0050] Safety guardrail: arranged at the edge of the steel platform to ensure the safety of operators and prevent accidental falls;
[0051] In the description of the present invention, the longitudinal direction of the track is the self-propelled direction of the platform; the transverse direction of the steel platform structure is consistent with the longitudinal direction of the track.
[0052] The manufacturing method of a large-scale basic self-propelled multifunctional work platform comprises the following steps: a. processing and manufacturing guide rails and bearing rails, and corresponding connecting devices; b. assembling the self-propelled system, connecting the crossbeam, pulley block, drive device and control unit together; c. installing the steel platform and distribution beam to ensure that they are stably fixed on the crossbeam; d. laying the panel to form a flat working surface; e. installing the safety guardrail to ensure the safety of the operator;
[0053] Construction equipment includes hydraulic grabs, rotary drilling rigs, lotus grabs, dump trucks, lifting equipment, tank trucks and other types; these equipment can move horizontally on the platform to achieve cross-section excavation, lifting, wall brushing or concrete pouring operations; different types of earth-taking equipment can be replaced according to actual needs to adapt to different types of operation requirements.
[0054] Operation process: 1) First, deploy a large-scale basic self-propelled multifunctional working platform underwater to ensure that the track system firmly supports the platform; 2) Start the self-propelled system and control the platform to move longitudinally along the track to the predetermined position; 3) According to needs, select appropriate equipment and control its lateral movement to obtain the required working range; 4) Repeat the above steps to realize the construction of multiple working surfaces by controlling the movement of the platform.
[0055] The underwater soil excavation construction method of the present invention comprises the following steps: a. deploying a large-scale basic self-propelled multifunctional working platform to adapt it to the construction area; b. controlling the platform to self-propelled longitudinally along a guide rail to a target working position, wherein the longitudinal self-propelled movement can be achieved by driving a pulley block through a self-propelled driving device; c. controlling the operating equipment to move laterally from the platform to perform soil excavation construction on a corresponding working section to achieve layered and block excavation; d. controlling the platform to move back and forth through a control unit to achieve construction on multiple working surfaces; and e. repeating steps b to d to complete the corresponding soil excavation operation.
[0056] The underwater wall brushing construction method of the present invention comprises the following steps: a. deploying a large-scale basic self-propelled multifunctional working platform to adapt it to the construction area; b. controlling the platform to self-propelled longitudinally along a guide rail to a target working position, wherein the longitudinal self-propelled movement can be achieved by driving a pulley block through a self-propelled driving device; c. controlling the wall brushing equipment to move laterally from the platform to brush the wall of the corresponding working section; d. controlling the platform to move back and forth through a control unit to achieve wall brushing operations on multiple working surfaces; e. repeating steps b to d to complete the corresponding wall brushing operations.
[0057] The underwater bottom sealing and bottom plate casting construction method of the present invention comprises the following steps: a. controlling the platform to move longitudinally along the guide rail to the target working position, wherein the longitudinal self-movement can be achieved by driving the pulley block by a self-propelled driving device; b. installing the conduit and the hopper; c. performing the casting operation of the corresponding working surface by a tank truck or a sky pump; d. controlling the platform to move back and forth by a control unit to realize the construction of multiple working surfaces; e. repeating steps b to d to complete the bottom sealing or bottom plate casting.
[0058] The efficient underwater soil excavation method of the present invention reduces construction time and cost; different soil excavation equipment can be selected according to actual needs to adapt to different types of soil; the longitudinal and lateral movement of the platform realizes layered excavation and height difference control, and improves the construction quality; it is convenient to carry out lifting operations on multiple working surfaces, and can replace tower cranes for lifting work on large working surfaces; it is convenient to carry out wall brushing operations on the outer walls of the compartments; and it can carry out large-scale underwater bottom sealing and bottom plate pouring operations. The platform can be used for a variety of operations, which improves the versatility and flexibility of the platform.
[0059] The above is only an explanation of the preferred embodiments of the present invention, and the above technical features can be arbitrarily combined to form multiple embodiments of the present invention.
[0060] The present invention is described above by way of example in conjunction with the accompanying drawings. It is obvious that the specific implementation of the present invention is not limited to the above-mentioned method. As long as various non-substantial improvements are made using the concept and technical solution of the present invention, or the concept and technical solution of the present invention are directly applied to other occasions without improvement, they are all within the protection scope of the present invention.
Claims
1. A large-scale anchor foundation self-propelled multifunctional work platform, suitable for above-water and underwater soil excavation, hoisting, wall brushing, and concrete pouring operations, characterized by: include: Track structure: the track structure is fixed on the foundation pit supporting structure and is used to support the longitudinal movement of the platform; A self-propelled system, used to support the longitudinal movement of the platform, the self-propelled system comprising a traveling system beam and a set of traveling wheels and a driving structure for driving the traveling wheels to travel, the traveling wheels are on a track structure, and the traveling system beam is arranged on the set of traveling wheels; The steel platform is installed on the crossbeam of the walking system and is used as the working surface for equipment operation.
2. The large anchor foundation self-propelled multifunctional working platform as claimed in claim 1, characterized in that: The track structure comprises a track beam and a track for the longitudinal movement of the platform. The track beam is a steel or concrete structure for supporting the longitudinal movement of the platform, and the track is arranged on the track beam.
3. The large anchor foundation self-propelled multifunctional working platform as claimed in claim 1, characterized in that: The driving structure adopts a slide rail in conjunction with a jack to move the platform or a gantry crane track to make the platform move on its own; the system also includes an intelligent control unit and a sensor to ensure smooth movement and position control; the intelligent control unit adjusts the operation of the driving structure in real time by receiving data fed back by the sensor to ensure stable longitudinal movement of the platform.
4. The large anchor foundation self-propelled multifunctional working platform as claimed in claim 1, characterized in that: The steel platform includes a platform longitudinal beam, a platform cross beam, a panel distribution beam, a panel and a safety guardrail; the platform longitudinal beam is arranged on the walking system cross beam, the platform cross beam is arranged on the platform longitudinal beam, the panel is fixed on the platform cross beam through the panel distribution beam, and the safety guardrail is arranged on the edge of the platform.
5. The large anchor foundation self-propelled multifunctional working platform as claimed in claim 1, characterized in that: The steel platform runs through the entire foundation pit support structure.
6. The large anchor foundation self-propelled multifunctional working platform as claimed in claim 4, characterized in that: Adjacent platform longitudinal beams are connected via longitudinal beam connecting beams.
7. A method for underwater soil excavation using the working platform as claimed in any one of claims 1 to 6, characterized in that: The following steps are involved: a. Deploy large-scale basic self-propelled multifunctional work platforms to adapt them to the construction area; b. Control the platform to move longitudinally along the guide rail to the target working position, wherein the longitudinal self-movement can be achieved by driving the pulley block through the self-propelled driving device; c. Control the working equipment to move horizontally from the platform to carry out soil excavation construction on the corresponding working section to achieve layered and block excavation; d. Through the control unit, the platform moves back and forth to achieve construction on multiple working surfaces; e. Repeat steps b to d to complete the corresponding soil excavation operation.
8. A method for underwater wall brushing construction using the working platform according to any one of claims 1 to 6, characterized in that: The following steps are involved: a. Deploy large-scale basic self-propelled multifunctional work platforms to adapt them to the construction area; b. Control the platform to move longitudinally along the guide rail to the target operating position, wherein the longitudinal self-movement can be achieved by driving the pulley block by the self-moving drive device; c. Control the wall brushing equipment to move horizontally from the platform to brush the wall of the corresponding working section; d. Use the control unit to move the platform back and forth to achieve wall brushing operations on multiple working surfaces; e. Repeat steps b to d to complete the corresponding wall brushing operations.
9. A method for underwater bottom sealing and bottom plate pouring using the working platform as claimed in any one of claims 1 to 6, characterized in that: The following steps are involved: a. Control the platform to move longitudinally along the guide rail to the target operating position, wherein the longitudinal self-movement can be achieved by driving the pulley block by the self-moving drive device; b. Install the conduit and hopper; c. Use a tank truck or sky pump to cast the corresponding working surface; d. Use the control unit to move the platform back and forth to achieve construction on multiple working surfaces; e. Repeat steps b to d to complete the bottom cover or base plate casting.