A transmission line tower spiral anchor foundation installation device and construction method

By designing a spiral anchor foundation installation device for transmission line towers, the precise adjustment and stability of the spiral anchor angle are achieved by using the coordination of counterweight columns and connecting columns, the problem of difficult control of the spiral anchor insertion angle in the prior art is solved, and construction efficiency and safety are improved.

CN119266226BActive Publication Date: 2025-03-25QINGDAO DEZHEN HEAVY IND GRP CO LTD
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Patent Information

Application Number
CN202411815340.X
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2024-12-11
Publication Date
2025-03-25
Estimated Expiration
2044-12-11

AI Technical Summary

Technical Problem

The prior art is difficult to effectively adjust the angle of the spiral anchor when inserted into the ground, resulting in the spiral anchor being pushed off, making the operation difficult and dangerous.

Method used

A spiral anchor foundation installation device for the transmission line tower is designed, using a combination of a moving mechanism and a counterweight column. The angle of the spiral anchor is adjusted by rotating the counterweight column and moving connecting column, and the stability and operating efficiency are improved by fixing the brake and electric hoist.

Benefits of technology

The precise adjustment of the spiral anchor angle is achieved, the stability of the spiral anchor when inserted into the ground is improved, the probability of offset is reduced, and the work efficiency and safety are improved.

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Abstract

The present invention discloses a transmission line iron tower spiral anchor foundation installation device and construction method, belonging to the technical field of spiral anchor construction. A transmission line iron tower spiral anchor foundation installation device, including an excavator body and a spiral anchor; a moving mechanism, arranged on the excavator body, used to drive the spiral anchor to move, the bottom of the moving mechanism is connected to a support platform, the bottom of the support platform is hinged with a power member, the spiral anchor is installed at the other end of the power member, the bottom of one side of the power member is hinged with a first linear driver, the top of one side of the power member is hinged with a counterweight column, and the driving shaft of the first linear driver is hinged to the counterweight column. The present invention has the effect of facilitating the adjustment of the spiral anchor construction angle and improving the stability of the spiral anchor in the ground.
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Description

Technical Field

[0001] The invention relates to the technical field of spiral anchor construction, and in particular to a transmission line iron tower spiral anchor foundation installation device and a construction method. Background Art

[0002] Transmission line towers are structures used to support transmission lines, usually made of metal materials, used to support the conductors and insulators of the transmission lines. Screw anchors are a type of foundation engineering equipment used to fix or support buildings, structures or other facilities. It usually consists of one or more spiral-shaped screws that are screwed into the ground to fix the structure to the foundation, including soil, sand, etc. They are often used in foundation engineering projects that require fast, economical, and vibration-free or noise-free installations, such as solar power plants, sheds, bridges, protective walls, etc.

[0003] Referring to the Chinese patent document with authorization announcement number CN216275679U, a mobile and flexible spiral anchor construction device is disclosed, including an excavator working platform, the free end of the operating arm of the excavator working platform is rotatably connected to a bracket, the other side of the bracket is hinged with a power assembly, and the other end of the power assembly is equipped with a spiral anchor, and the hydraulic motor at the upper end of the drill rod is connected to the bracket through an articulated shaft, and the operating arm of the excavator working platform has difficulty in controlling the angle of entry of the spiral anchor into the ground.

[0004] With regard to the above-mentioned related technologies, for the spiral anchor, there are construction requirements for the angle at which the spiral anchor enters the ground. The spiral anchor usually needs to be drilled into the ground at a certain angle for easy fixation. After the spiral anchor is inserted into the ground, it is easy to cause the spiral anchor to be pushed off track, which is difficult for the staff to control. The existing technology requires auxiliary equipment to control the angle at which the spiral anchor enters the ground. However, due to the construction site environment, it is difficult for the staff to operate and has certain risks. Summary of the invention

[0005] In view of this, the present invention provides a transmission line tower spiral anchor foundation installation device and a construction method, aiming to solve the problem that the spiral anchor cannot be adjusted when inserted into the ground.

[0006] To solve the above technical problems, in the first aspect, the present invention provides a transmission line tower spiral anchor foundation installation device, comprising an excavator body and a spiral anchor, and also comprising: a moving mechanism, which is arranged on the excavator body and is used to drive the spiral anchor to move, the bottom of the moving mechanism is connected to a support platform, the bottom of the support platform is hinged with a power member, the spiral anchor is installed at the other end of the power member, a first linear drive is hinged at the bottom of one side of the power member, a counterweight column is hinged at the top of one side of the power member, and the drive shaft of the first linear drive is hinged to the counterweight column.

[0007] By adopting the above technical solution, when the angle of the spiral anchor needs to be adjusted, the angle between the spiral anchor and the counterweight column is changed by rotating the counterweight column, thereby adjusting the position of the center of gravity of the spiral anchor and the counterweight column so that the spiral anchor can be maintained at a specified angle position, and then the spiral anchor is inserted into the ground through the moving mechanism to facilitate the installation of the spiral anchor.

[0008] Optionally, a second linear actuator is fixedly mounted on one end of the counterweight column away from the power member, and a driving shaft of the second linear actuator is fixedly connected to a connecting column.

[0009] By adopting the above technical solution, after adjusting the position of the connecting column, the center of gravity of the counterweight column can be changed, thereby changing the center of gravity of the spiral anchor and the counterweight column, and adjusting the angle of the spiral anchor. Through the movement of the connecting column and the rotation of the counterweight column, the two cooperate with each other to speed up the speed of adjusting the spiral anchor, which is beneficial to improving work efficiency; when the connecting column is moved to the maximum position, the length of the counterweight column and the connecting column reaches the longest state, which is beneficial to improving the stability of the spiral anchor when inserted into the ground.

[0010] Optionally, a fixed brake is provided at the hinge between the power member and the support platform.

[0011] By adopting the above technical solution, after the angle of the spiral anchor is adjusted, the hinge between the power component and the support platform is fixed by a fixed brake, thereby improving the stability of the spiral anchor when it is inserted into the ground and reducing the probability of deviation of the spiral anchor during insertion.

[0012] Optionally, the moving mechanism includes an electric hoist installed on the excavator body manipulator arm, the bottom of the electric hoist is connected to a moving platform, and the support platform is fixedly connected to the bottom of the moving platform.

[0013] By adopting the above technical solution, the setting of the electric hoist has the advantages of fast lifting, safety and reliability, and easy operation. No external force is applied to the spiral anchor during installation, thereby reducing the probability of deviation during installation of the spiral anchor, facilitating the installation of the spiral anchor.

[0014] Optionally, a flywheel is rotatably arranged inside the support platform.

[0015] By adopting the above technical solution, the rotation of the flywheel can provide additional momentum and angular momentum, help maintain the stability of the system, reduce the probability of deviation during installation of the spiral anchor, and facilitate the installation of the spiral anchor.

[0016] In a second aspect, the present invention provides a method for constructing a spiral anchor foundation of a power transmission line tower, which is applied to a transmission line tower spiral anchor foundation installation device in the first aspect, and the method is:

[0017] S1, a worker drives the excavator body to a work site;

[0018] S2, starting the second linear actuator to drive the connecting column to move, and then starting the first linear actuator to drive the counterweight column to rotate, so as to adjust the angle of the spiral anchor;

[0019] S3, fixing the hinge between the power member and the support platform by using the fixed brake;

[0020] S4, starting the electric hoist to drive the spiral anchor into the ground.

[0021] By adopting the above technical solution, it is convenient to adjust the angle of the spiral anchor when installing it, and the stability during the installation process can be increased, which improves the work efficiency and facilitates the installation of the spiral anchor according to the construction requirements.

[0022] Optionally, in method S2, the second linear drive is started to drive the connecting column to move to a maximum position.

[0023] By adopting the above technical solution, when the connecting column moves to the maximum position, the center of the counterweight column and the connecting column can be changed, which is beneficial to improving the stability of the system.

[0024] Optionally, in method S4, the electric hoist drives the support platform to move in a direction away from the excavator body, and drives the support platform to move downward at the same time.

[0025] By adopting the above technical solution, the movement of the electric hoist can improve the stability of the spiral anchor during installation.

[0026] In summary, compared with the prior art, the present invention includes at least one of the following beneficial technical effects:

[0027] 1. When the angle of the spiral anchor needs to be adjusted, the angle between the spiral anchor and the counterweight column is changed by rotating the counterweight column, thereby adjusting the position of the center of gravity of the spiral anchor and the counterweight column so that the spiral anchor can be kept at the specified angle position, and then the spiral anchor is inserted into the ground through the moving mechanism to facilitate the installation of the spiral anchor;

[0028] 2. After adjusting the position of the connecting column, the center of gravity of the counterweight column can be changed, thereby changing the center of gravity of the spiral anchor and the counterweight column, and adjusting the angle of the spiral anchor. The movement of the connecting column and the rotation of the counterweight column can speed up the adjustment of the spiral anchor, which is conducive to improving work efficiency. When the connecting column is moved to the maximum position, the length of the counterweight column and the connecting column reaches the longest state, which is conducive to improving the stability of the spiral anchor when it is inserted into the ground.

[0029] 3. After the angle of the spiral anchor is adjusted, the hinge between the power component and the support platform is fixed by the fixed brake, so as to improve the stability of the spiral anchor when it is inserted into the ground and reduce the probability of deviation during insertion of the spiral anchor;

[0030] 4. The rotation of the flywheel can provide additional momentum and angular momentum to help maintain the stability of the system and reduce the probability of deviation during the installation of the spiral anchor, so as to facilitate the installation of the spiral anchor. BRIEF DESCRIPTION OF THE DRAWINGS

[0031] Figure 1 It is a structural schematic diagram of an embodiment of the present invention;

[0032] Figure 2 This is a schematic diagram of the structure of the counterweight column and the connecting column before adjustment according to an embodiment of the present invention;

[0033] Figure 3 This is a schematic diagram of the structure after the counterweight column and the connecting column are adjusted according to an embodiment of the present invention;

[0034] Figure 4 It is a schematic structural diagram of the assembly of a flywheel and a support platform according to an embodiment of the present invention.

[0035] Explanation of the reference numerals: 1. excavator body; 2. screw anchor; 3. moving mechanism; 4. support platform; 41. power part; 42. first linear drive; 43. counterweight column; 44. flywheel; 5. second linear drive; 51. connecting column; 6. fixed brake; 7. electric hoist; 71. moving platform. DETAILED DESCRIPTION

[0036] To make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the following will be combined with the embodiments of the present invention. Figure 1-Figure 4 , the technical scheme of the embodiment of the present invention is clearly and completely described. Obviously, the described embodiment is a part of the embodiment of the present invention, not all of the embodiments. Based on the described embodiment of the present invention, all other embodiments obtained by ordinary technicians in this field belong to the scope of protection of the present invention.

[0037] In a first aspect, the present invention provides a transmission line tower spiral anchor foundation installation device.

[0038] Reference Figure 1 and Figure 4A transmission line iron tower spiral anchor foundation installation device includes an excavator body 1 and a spiral anchor 2. A worker can drive the excavator body 1 to a work site. A moving mechanism 3 for driving the spiral anchor 2 is arranged on the excavator body 1. A support platform 4 is connected to the bottom of the moving mechanism 3. A flywheel 44 is rotatably arranged in the support platform 4. The rotation of the flywheel 44 can provide additional momentum and angular momentum to help maintain the stability of the system and reduce the probability of deviation of the spiral anchor 2 during installation, so as to facilitate the installation of the spiral anchor 2. The rotation of the flywheel 44 can provide a certain inertia, which helps The invention is used to maintain the stability of the drill bit during drilling and prevent the drill bit from becoming unstable or deflected to a certain extent. In the process of drilling, the flywheel 44 can balance the vibration caused by drilling, reduce the impact on the equipment, and improve the efficiency and safety of drilling. The bottom of the support platform 4 is hinged with a power member 41, which can mobilize the spiral anchor 2 to rotate. The power member 41 can be a hydraulic motor, and a counterweight column 43 is hinged on the top of one side of the power member 41. A first linear driver 42 is hinged on the bottom of one side of the power member 41, and the spiral anchor 2 is installed at one end of the power member 41 away from the support platform 4. Among them, the first linear driver 42 can be a device whose drive shaft can achieve linear movement, such as a cylinder, an oil cylinder or an electromagnetic push rod.

[0039] When the spiral anchor 2 needs to be installed, the staff first drives the excavator body 1 to the work site, then adjusts the angle of the spiral anchor 2 according to the construction requirements, starts the first linear drive 42 to drive the counterweight column 43 to rotate, thereby changing the center of gravity of the spiral anchor 2 and the counterweight column 43, and rotates the spiral anchor 2 to the installation angle, and then rotates the spiral anchor 2 through the power part 41, and finally moves the spiral anchor 2 through the moving mechanism 3 and installs the spiral anchor 2, which meets the construction requirements and is conducive to improving work efficiency.

[0040] Reference Figure 2 and Figure 3 , a second linear actuator 5 is fixedly installed at one end of the counterweight column 43 away from the power member 41, and a driving shaft of the second linear actuator 5 is fixedly connected to a connecting column 51, wherein the second linear actuator 5 can be a device whose driving shaft can realize linear movement, such as a cylinder, an oil cylinder or an electromagnetic push rod. After adjusting the position of the connecting column 51, the center of gravity of the counterweight column 43 can be changed, thereby changing the center of gravity of the spiral anchor 2 and the counterweight column 43, and adjusting the angle of the spiral anchor 2. Through the movement of the connecting column 51 and the rotation of the counterweight column 43, the two can cooperate with each other to speed up the adjustment of the spiral anchor 2, thereby facilitating the improvement of work efficiency; when the connecting column 51 is moved to the maximum position, the length of the counterweight column 43 and the connecting column 51 is at the longest, which is conducive to improving the stability of the spiral anchor 2 when it is inserted into the ground.

[0041] Reference Figure 1 and Figure 2A fixed brake 6 is provided at the hinge of the power member 41 and the support platform 4. The fixed brake 6 can limit the rotation between the power member 41 and the support platform 4. The fixed brake 6 can adopt a shaft brake to control the movement and stop of the rotating shaft. After the angle of the spiral anchor 2 is adjusted, the hinge of the power member 41 and the support platform 4 is fixed by the fixed brake 6, so as to improve the stability of the spiral anchor 2 when the spiral anchor 2 is inserted into the ground and reduce the probability of deviation of the spiral anchor 2 when inserted.

[0042] Reference Figure 1 The mobile mechanism 3 includes an electric hoist 7 installed on the manipulator arm of the excavator body 1. The wire rope of the electric hoist 7 is connected to the mobile platform 71, and the support platform 4 is fixedly connected to the bottom of the mobile platform 71. Among them, the electric hoist 7 is a hoisting equipment driven by a motor, which is usually used for hoisting operations in industry and construction sites. It is usually composed of a motor, a gear box, a brake, a lifting mechanism and a control system. The lifting mechanism includes a wire rope, a hook, a boom and other components, which are technical means well known to those skilled in the art and will not be described in detail here. The electric hoist 7 can quickly and efficiently realize operations such as lifting, hanging, transporting and placing goods, and improve the stability of equipment operation.

[0043] The implementation principle of a transmission line tower spiral anchor foundation installation device according to an embodiment of the present invention is as follows: first, a worker drives the excavator body 1 to the work site, and then adjusts the angle of the spiral anchor 2 according to the construction requirements, starts the second linear drive 5 to drive the connecting column 51 to move, and then starts the first linear drive 42 to drive the counterweight column 43 to rotate, thereby changing the center of gravity so that the spiral anchor 2 is at the installation angle, and then starts the fixed brake 6 to fix the support platform 4 and the power member 41 at the hinge to complete the adjustment of the spiral anchor, and then rotates the flywheel 44 to improve the stability of the spiral anchor during the insertion of the spiral anchor into the ground, and finally drives the spiral anchor 2 to move through the electric hoist 7 to insert it into the ground.

[0044] In a second aspect, an embodiment of the present invention provides a method for constructing a spiral anchor foundation of a power transmission line tower, which is applied to a transmission line tower spiral anchor foundation installation device in the first aspect, and the method is:

[0045] S1, a worker drives the excavator body 1 to the work site;

[0046] S2, start the second linear actuator 5 to drive the connecting column 51 to move, then start the first linear actuator 42 to push the counterweight column 43 to rotate, and adjust the angle of the spiral anchor 2;

[0047] S3, fix the hinge between the power member 41 and the support platform 4 by means of the fixed brake 6;

[0048] S4, start the electric hoist 7 to drive the spiral anchor 2 into the ground.

[0049] In method S2, the second linear actuator 5 is started to drive the connecting column 51 to move to the maximum position. In method S4, the electric hoist 7 drives the support platform 4 to move away from the excavator body 1 and drives the support platform 4 to move downward.

[0050] In addition, it should be noted that in the description of the present invention, 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 those skilled in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0051] The above is a preferred embodiment of the present invention. 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 invention. These improvements and modifications should also be regarded as the scope of protection of the present invention.

Claims

1. A transmission line tower spiral anchor foundation installation device, comprising an excavator body (1) and a spiral anchor (2), characterized in that: Also includes: A moving mechanism (3) is arranged on the excavator body (1) and is used to drive the spiral anchor (2) to move; the bottom of the moving mechanism (3) is connected to a support platform (4); the bottom of the support platform (4) is hinged with a power member (41); the spiral anchor (2) is rotatably connected to the bottom end of the power member (41); a first linear driver (42) is hinged at the bottom of one side of the power member (41); a counterweight column (43) is hinged at the top of one side of the power member (41); and a drive shaft of the first linear driver (42) is hinged to the counterweight column (43); A second linear actuator (5) is fixedly mounted on one end of the counterweight column (43) away from the power member (41), and a driving shaft of the second linear actuator (5) is fixedly connected to a connecting column (51); The moving mechanism (3) comprises an electric hoist (7) mounted on the operating arm of the excavator body (1), the bottom of the electric hoist (7) is connected to a moving platform (71), and the support platform (4) is fixedly connected to the bottom of the moving platform (71); A flywheel (44) is rotatably arranged inside the support platform (4).

2. A transmission line tower spiral anchor foundation installation device according to claim 1, characterized in that: A fixed brake (6) is provided at the hinged joint between the power member (41) and the support platform (4).

3. A method for constructing a screw anchor foundation for a power transmission line tower, characterized in that: The method for installing a screw anchor foundation of a power transmission line tower as claimed in claim 2 is as follows: S1, a worker drives the excavator body (1) to a work site; S2, starting the second linear actuator (5) to drive the connecting column (51) to move, and then starting the first linear actuator (42) to push the counterweight column (43) to rotate, thereby adjusting the angle of the spiral anchor (2); S3, fixing the hinge between the power member (41) and the support platform (4) by using the fixed brake (6); S4, starting the electric hoist (7) to drive the spiral anchor (2) into the ground.

4. A method for constructing a screw anchor foundation for a power transmission line tower according to claim 3, characterized in that: In method S2, the second linear drive (5) is started to drive the connecting column (51) to move to the maximum position.

5. A method for constructing a transmission line tower screw anchor foundation according to claim 4, characterized in that: In method S4, the electric hoist (7) drives the support platform (4) to move in a direction away from the excavator body (1), and at the same time drives the support platform (4) to move downward.

Citation Information

Patent Citations

  • Flexible screw anchor construction device

    CN216275679U

  • Power transmission line iron tower foundation construction method

    CN117230831A