Underwater steel pipe pile cutting system
By using the method of combining the underwater cutting guide platform with the shore rope saw in the underwater steel pipe pile cutting system, the problems of large safety risks and high construction costs of underwater steel pipe pile cutting operations are solved, and safety, efficiency and cost are reduced.
Patent Information
- Application Number
- CN202421527706.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-28
- Publication Date
- 2025-04-18
- Estimated Expiration
- 2034-06-28
AI Technical Summary
The cutting operation of underwater steel pipe piles has problems of high safety risks and high construction costs. Especially under geological conditions such as deep silt or clay layers, it is difficult to pull out steel pipe piles and often require underwater cutting, but the operation safety risks of divers are high.
A system that combines an underwater cutting guide platform and a shore rope saw is adopted. The saw rope and the guide wheel form an enclosing structure, and cut along the outer wall of the steel pipe pile. The power piece is retracted and released and the saw rope is cut without the need for divers to operate.
It reduces the safety risks of underwater steel pipe pile cutting operations, reduces construction costs, improves construction efficiency, is simple to operate and is easy to obtain materials.
Smart Images

Figure CN222767420U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the field of steel pipe pile construction, and in particular to an underwater steel pipe pile cutting system. Background Art
[0002] The construction of underwater projects such as bridges and ports often requires the construction of temporary structures such as trestles, construction platforms or docks in the water. These temporary structures usually use driven steel pipe piles as the structural bearing foundation. The steel pipe piles are often used for a long time in water. In some geological conditions with poor geological conditions, such as deep silt layers or clay layers, the steel pipe piles need to be driven into a deeper depth to meet the bearing capacity. When the temporary structures are demolished later, it is very difficult to pull out the steel pipe piles. Some steel pipe piles are difficult to pull out and can only be cut underwater. However, underwater cutting is carried out by divers underwater with special cutting equipment. Underwater construction has high safety risks and high construction costs. Utility Model Content
[0003] The purpose of the present application is to provide an underwater steel pipe pile cutting system that does not require workers to dive underwater to perform cutting operations, which has the effect of reducing construction safety risks and low construction costs.
[0004] In order to achieve the above objectives, this application provides the following technical solutions:
[0005] A system for cutting underwater steel pipe piles comprises a rope saw and an underwater cutting guide platform, wherein the rope saw comprises a saw rope and a power part arranged on the shore and used for retracting and releasing the saw rope, and the underwater cutting guide platform comprises a guide frame and a guide wheel, wherein the saw rope passes through the guide wheel and forms an annular structure with the guide frame that embraces the steel pipe pile to be cut, wherein the saw rope is used for cutting the steel pipe pile in the horizontal direction, and the guide frame is connected with a hoisting part that hoists the guide frame in the vertical direction.
[0006] It is further provided that: the guide frame comprises a vertical surface and a plane vertically connected to each other, the vertical surface is used to abut against the outer side wall of the steel pipe pile to be cut, and the guide wheel is arranged on the plane.
[0007] It is further configured that the guide wheel comprises a vertical guide wheel with an axial direction in the vertical direction and a transverse guide wheel with an axial direction in the horizontal direction, and the outer contours of the vertical guide wheel and the transverse guide wheel are tangent to each other.
[0008] It is further arranged that: a group of guide wheels are arranged on each side of the plane.
[0009] It is further arranged that guide holes for the saw rope to pass through are respectively provided on both sides of the guide frame, and the transverse guide wheels of each group of guide wheels are arranged close to the guide holes on the same side.
[0010] It is further configured that the hoisting component includes a hoisting rope connected to the guide frame.
[0011] It is further provided that: the power component comprises an electric rope saw machine body connected to two ends of the saw rope, and the electric rope saw machine body is arranged on the shore.
[0012] Further configuration: it also includes a guide wheel arranged on the shore and used for guiding the saw rope.
[0013] Compared with the prior art, the solution of this application has the following advantages:
[0014] The underwater steel pipe pile cutting system of the present application adopts an underwater cutting guide platform located underwater and cooperates with a rope saw set up on the shore to realize the underwater cutting operation of the steel pipe pile, which solves the problems of high safety risks and high construction costs in conventional underwater steel pipe pile cutting operations. It is convenient to obtain materials and greatly reduces the construction cost. There is no need for workers to dive underwater to cut the steel pipe piles. It is only necessary to operate the lifting rope on the shore to lower the underwater cutting guide platform along the outer wall of the steel pipe pile to the place where the steel pipe pile is to be cut, and the cutting of the steel pipe pile is achieved by tightening the saw rope. The operation is simple and the construction efficiency is greatly improved.
[0015] Additional aspects and advantages of the present application will be partially given in the following description, which will become apparent from the following description, or will be understood through the practice of the present application. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] The above and / or additional aspects and advantages of the present application will become apparent and easily understood from the following description of the embodiments in conjunction with the accompanying drawings, in which:
[0017] Figure 1 A schematic structural diagram of an embodiment of a cutting system for underwater steel pipe piles of the present application;
[0018] Figure 2 This is a schematic diagram of an underwater cutting guide platform in the underwater steel pipe pile cutting system of the present application.
[0019] In the figure, 1, rope saw; 11, saw rope; 12, power part; 2, underwater cutting guide platform; 21, guide frame; 211, vertical surface; 212, plane; 22, guide wheel; 221, vertical guide wheel; 222, horizontal guide wheel; 3, guide wheel. DETAILED DESCRIPTION
[0020] The embodiments of the present application are described in detail below, and examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain the present application, and cannot be interpreted as limiting the present application.
[0021] Those skilled in the art will appreciate that, unless specifically stated, the "said" and "the" used herein may also include plural forms. It should be further understood that the term "including" used in the specification of the present application refers to the presence of the features, parts and / or components, but does not exclude the implementation of other features, parts, components and / or their combinations supported by the technical field. The term "and / or" used herein refers to at least one of the items defined by the term, for example, "A and / or B" can be implemented as "A", or as "B", or as "A and B".
[0022] In the description of the present application, the directions or positional relationships indicated by words such as "center", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside" and "outside" are based on the exemplary directions or positional relationships shown in the accompanying drawings. They are for the convenience of describing or simplifying the description of the embodiments of the present application, and do not indicate or imply that the referred device or component must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be understood as limitations on the present application.
[0023] The terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of the features. In the description of this application, unless otherwise specified, "plurality" means two or more.
[0024] In the description of this application, 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 direct connection, or an indirect connection 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 application can be understood according to specific circumstances.
[0025] In order to make the objectives, technical solutions and advantages of the present application clearer, the implementation methods of the present application will be further described in detail below with reference to the accompanying drawings.
[0026] In view of the difficulty and risk of underwater cutting of steel pipe piles, this application provides an underwater steel pipe pile cutting system. Figure 1 and Figure 2 The underwater steel pipe pile cutting system does not require divers to perform underwater cutting, which can solve the problems of high safety risks and high construction costs in conventional underwater steel pipe pile cutting operations. It is easy to operate and has high construction efficiency.
[0027] The underwater steel pipe pile cutting system includes a rope saw 1 and an underwater cutting guide platform 2. The rope saw 1 includes a saw rope 11 and a power member 12 arranged on the shore. The saw rope 11 is connected to the power member 12 so that the saw rope 11 can be retracted and released through the power member 12, thereby realizing the cutting of the steel pipe pile. The underwater cutting guide platform 2 includes a guide frame 21 and a guide wheel 22 arranged on the guide frame 21. The saw rope 11 passes through the guide wheel 22 and forms a ring structure with the guide frame 21 to embrace the steel pipe pile to be cut. At the same time, the guide frame 21 is connected to a hoisting member for hoisting the guide frame 21 in a vertical direction. That is, the present application gradually lowers the underwater cutting guide platform 2 along the outer wall of the steel pipe pile to the part to be cut of the steel pipe pile through the hoisting member, and the power member 12 tightens the saw rope 11 so that the underwater cutting guide platform 2 is close to the steel pipe, and then the steel pipe pile is cut by continuously tightening the saw rope 11 until the steel pipe pile is cut off, thereby completing the underwater steel pipe pile cutting operation.
[0028] Please combine Figure 2 The guide frame 21 includes a vertical surface 211 and a plane 212 connected to each other vertically, wherein the vertical surface 211 is used to abut against the outer wall of the steel pipe pile to be cut, so that the plane 212 is arranged parallel to the steel pipe pile, and the guide wheel 22 is arranged on the plane 212, and the guide wheel 22 includes a vertical guide wheel 221 with an axial direction in the vertical direction and a transverse guide wheel 222 with an axial direction in the horizontal direction, and the outer contours of the vertical guide wheel 221 and the transverse guide wheel 222 are tangent. In addition, the guide wheels 22 in this embodiment are arranged in a group on both sides of the plane 212, and guide holes (not shown in the figure) for the saw rope 11 to pass through are also arranged on both sides of the guide frame 21, and the transverse guide wheels 222 of each group of guide wheels 22 are arranged close to the guide holes on the same side. The saw rope 11 can first pass through the vertical guide wheel 221 and then the transverse guide wheel 222 from the shore to the underwater, so as to adjust the direction of the saw rope 11 from the vertical direction to the horizontal direction, thereby cutting the steel pipe pile in the transverse direction.
[0029] In addition, the guide frame 21 of the present application is lowered into the water along the outer wall of the steel pipe pile by a lifting member, and the lifting member can be selected as a lifting rope connected to the guide frame 21, and two lifting ropes are provided and respectively connected to the two ends of the top side of the facade 211. The guide frame 21 is connected by a lifting rope, which has high lifting toughness, small volume, light weight and convenient turnover.
[0030] The rope saw 1 of the present application adopts an electric rope saw 1, and its power part 12 includes an electric rope saw machine body connected to both ends of the saw rope 11. The electric rope saw machine body is arranged on the shore, and the two ends of the saw rope 11 are respectively connected to two driving wheels inside the electric rope saw machine body. The driving wheels are driven to rotate by a motor to realize the retraction and extension of the saw rope 11.
[0031] Furthermore, a guide wheel 3 is provided on the shore where the straight-line distance of the electric rope saw machine body is the shortest. The saw rope 11 passes through the guide wheel 3 from the electric rope saw machine body and is then connected to the underwater cutting guide platform 2. This can avoid direct contact and friction between the saw rope 11 and the shore, thereby improving the durability of the saw rope 11. At the same time, it can guide the saw rope 11 and improve the cutting stability of the saw rope 11.
[0032] When constructing the underwater steel pipe pile cutting system of the present application, the underwater cutting guide platform 2 can be made of small channel steel (or other types of steel) and steel plates according to the diameter of the underwater steel pipe pile to be cut, which is convenient for on-site material acquisition and production. Then, the guide wheel 22 for guiding the saw rope 11 is installed on the plane 212 of the underwater cutting guide platform 2. The guide wheel 22 needs to convert the running direction of the saw rope 11 from the vertical direction to the horizontal direction to meet the requirements of the saw rope 11 for horizontal cutting of the steel pipe pile. At the same time, the distance between the cutting position of the steel pipe pile and the electric wire saw machine body of the onshore wire saw 1 is calculated in advance, the wire direction of the wire saw 1 is planned, and the saw rope 11 of a suitable length is set according to the above calculated distance. The saw rope 11 is connected to the underwater cutting guide platform 2 through the guide wheel 3 on the shore, and the saw rope 11 is sleeved on the steel pipe pile through the underwater cutting guide platform 2.
[0033] After the wire saw 1 is connected to the underwater cutting guide platform 2, the guide frame 21 is gradually lowered along the outer wall of the steel pipe pile to the underwater cutting position of the steel pipe pile by the lifting rope, and then the lifting rope is fixed to fix the vertical position of the underwater cutting guide platform 2. At the same time, the top of the steel pipe pile is lifted in advance by a lifting device to prevent the steel pipe pile from tipping over after cutting.
[0034] Next, the wire saw 1 is started, and the electric wire saw machine body winds up the wire 11 to cut the steel pipe pile. After the wire 11 is tightened, it will be tightly held on the steel pipe pile together with the underwater cutting guide platform 2. The steel pipe pile is continuously cut by continuously tightening the wire 11 until the steel pipe pile is cut off. The steel pipe pile is cut underwater, and the top steel pipe pile is lifted by the lifting equipment and transported away. At the same time, the underwater cutting guide platform 2 and the connected wire 11 are lifted by the lifting rope and left together. Since the cutting surface of the wire saw 1 is underwater, there is no need to spray water for cooling, which reduces the setting of cooling equipment.
[0035] In summary, the underwater steel pipe pile cutting system of the present application adopts an underwater cutting guide platform 2 located underwater and cooperates with a rope saw 1 set up on the shore to realize the underwater cutting operation of the steel pipe pile, which solves the problems of high safety risks and high construction costs in conventional underwater steel pipe pile cutting operations. It is convenient to obtain materials and greatly reduces the construction cost. There is no need for workers to dive underwater to cut steel pipe piles. It is only necessary to operate the lifting rope on the shore to lower the underwater cutting guide platform 2 along the outer wall of the steel pipe pile to the place where the steel pipe pile is to be cut. The cutting of the steel pipe pile is achieved by tightening the saw rope 11. The operation is simple and the construction efficiency is greatly improved.
[0036] The above description is only a partial implementation method of the present application. It should be pointed out that for ordinary technicians in this technical field, several improvements and modifications can be made without departing from the principles of the present application. These improvements and modifications should also be regarded as the scope of protection of the present application.
Claims
1. A cutting system for underwater steel pipe piles, characterized in that: It includes a rope saw and an underwater cutting guide platform. The rope saw includes a saw rope and a power part arranged on the shore and used for retracting and releasing the saw rope. The underwater cutting guide platform includes a guide frame and a guide wheel. The saw rope passes through the guide wheel and forms an annular structure with the guide frame that embraces the steel pipe pile to be cut. The saw rope is used for cutting the steel pipe pile in the horizontal direction. The guide frame is connected with a hoisting part that hoists the guide frame in the vertical direction.
2. The underwater steel pipe pile cutting system according to claim 1, characterized in that: The guide frame includes a vertical surface and a plane which are vertically connected to each other. The vertical surface is used to abut against the outer side wall of the steel pipe pile to be cut, and the guide wheel is arranged on the plane.
3. The underwater steel pipe pile cutting system according to claim 2, characterized in that: The guide wheels include a vertical guide wheel with an axial direction in the vertical direction and a transverse guide wheel with an axial direction in the horizontal direction, and the outer contours of the vertical guide wheel and the transverse guide wheel are tangent.
4. The underwater steel pipe pile cutting system according to claim 3, characterized in that: The guide wheels are respectively arranged in a group on both sides of the plane.
5. The underwater steel pipe pile cutting system according to claim 4, characterized in that: Guide holes for the saw rope to pass through are also respectively provided on both sides of the guide frame, and the transverse guide wheels of each group of guide wheels are arranged close to the guide holes on the same side.
6. The underwater steel pipe pile cutting system according to claim 2, characterized in that: The hanging component comprises a hanging rope connected with the guide frame.
7. The underwater steel pipe pile cutting system according to claim 1, characterized in that: The power component comprises an electric rope saw machine body connected to two ends of the saw rope, and the electric rope saw machine body is arranged on the shore.
8. The underwater steel pipe pile cutting system according to claim 7, characterized in that: The utility model also comprises a guide wheel which is arranged on the shore and used for guiding the saw rope.