Electric power construction grounding electrode burying ditcher
By designing a grounding pole burial trench machine for power construction, the problems of high labor intensity and low construction efficiency in existing ground anchor embedding construction are solved, automatic excavation of anchor pits and horse roads is realized, and the mechanization level of ground anchor embedding operations is improved. .
Patent Information
- Application Number
- CN202411630363.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-15
- Publication Date
- 2024-12-24
AI Technical Summary
The existing ground anchor embedding construction method relies on manual excavation, resulting in high labor intensity, low construction efficiency, and a risk of landslide.
Design a power construction grounding pole burial trench machine, including anchor pit excavation mechanism and horse lane drilling mechanism, adopts an excavation frame and drilling frame with adjustable posture, equipped with slides and drilling devices, combined with chain plate type Conveyors and milling wheels realize automated anchor pit and horse lane excavation operations.
Effectively reduce the labor intensity of anchor pit excavators, improve excavation efficiency, realize mechanized construction of anchor pits and horse roads, reduce the labor intensity of operators, and improve the technical level of equipment for ground anchor buried operations.
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Figure CN119177689A_ABST
Abstract
Description
Technical Field
[0001] This invention belongs to the field of ground anchor pre-embedding construction technology in power engineering, and particularly relates to a trenching machine for burying grounding electrodes in power construction. Background Technology
[0002] With the rapid development of the social economy, the demand for electricity supply is increasing, making power construction tasks increasingly arduous. Along with the large number of power engineering projects, the use of construction machinery and equipment is becoming more widespread and frequent. To achieve "mechanization replacing manpower and intelligentization reducing manpower," reduce the labor intensity of workers, improve their working environment, and realize the construction goals of "intelligentization, mechanization, and standardization," coupled with the State Grid Corporation's increasingly stringent requirements for mechanization and intelligentization from all construction units, the company has decided to comprehensively carry out technological innovation projects from the inside out. The full application of mechanization is also the company's future development direction.
[0003] In power engineering, ground anchors are a crucial construction tool. By securing them, they ensure that transmission lines do not topple or collapse during extreme weather conditions such as strong winds, rain, and snow, while also protecting line equipment from external damage. The diagram shows the side view of an existing rectangular pit for burying steel plate ground anchors. Figure 1 As shown. This method of pre-burying ground anchors mainly involves manually excavating rectangular pits and walkways. This method is labor-intensive, has low construction efficiency, and poses a risk of collapse during construction.
[0004] Therefore, based on existing ground anchors and in accordance with existing construction techniques, the applicant has developed a construction machine for burying grounding electrodes in power construction, which is intended to be used in soft soil and ordinary soil areas to complete the trenching and pit excavation work for pre-burying ground anchors. Summary of the Invention
[0005] In order to solve the problems in the prior art, the present invention provides a trenching machine for laying grounding electrodes in power construction.
[0006] To solve the above-mentioned technical problems, the present invention adopts the following technical solution: A trenching machine for laying grounding electrodes in power construction includes a chassis mechanism, on which a first working platform and a second working platform are provided. An anchor pit excavation mechanism and a walkway drilling mechanism are respectively provided on the first working platform and the second working platform. The anchor pit excavation mechanism includes an excavator frame, which is installed on the first working platform via an excavation attitude adjustment device. The attitude of the excavator frame is adjusted via the excavation attitude adjustment device. The excavator frame is equipped with a slide rail, through which an excavation and soil removal device is slidably connected. The jacking drilling mechanism includes a drilling frame, which is mounted on the second working platform via a drilling attitude adjustment device. The attitude of the drilling frame is adjusted via the drilling attitude adjustment device. A jacking drilling device is provided on the drilling frame.
[0007] Furthermore, one end of the excavator frame is rotatably connected to the first working platform, and the other end of the excavator frame is connected to the first working platform through an excavation lifting cylinder, forming an excavation posture adjustment device.
[0008] Furthermore, one end of the drilling frame is rotatably connected to the second working platform, and the other end of the drilling frame is connected to the second working platform through a drilling lifting cylinder, forming a drilling posture adjustment device.
[0009] Furthermore, the excavation and soil removal device includes a soil removal cover, which is installed on the slide and connected to the position adjustment device. One end of the soil removal cover serves as the excavation end, which is equipped with a soil box, and the end of the soil box is equipped with a milling wheel; the other end of the soil removal cover serves as the excavation end; the soil box is connected to the excavation end via a soil removal conveyor.
[0010] Furthermore, the soil extraction conveyor is a chain plate conveyor, and the chain plates on the chain plate conveyor have a scoop structure.
[0011] Furthermore, the drilling device for the horse track is a drill rod structure.
[0012] Furthermore, the chassis mechanism includes an upper chassis, a middle chassis, and a lower chassis arranged sequentially from top to bottom, with the first working platform and the second working platform mounted on the upper chassis; The upper chassis is laterally slidably mounted on the middle chassis, and a lateral translation cylinder is provided between the two; one end of the lateral translation cylinder is connected to the upper chassis, and the other end is connected to the middle chassis. The middle chassis is longitudinally slidably mounted on the lower chassis, and a longitudinal translation cylinder is provided between the two; one end of the longitudinal translation cylinder is connected to the middle chassis, and the other end is connected to the lower chassis.
[0013] Furthermore, a slewing device is provided between the first working platform and the upper chassis to enable the first working platform to rotate relative to the upper chassis.
[0014] Furthermore, the upper chassis is equipped with outrigger cylinders around its perimeter.
[0015] Furthermore, the lower chassis is equipped with a self-propelled mechanism.
[0016] The beneficial effects of this invention are: The application of this invention can effectively reduce the labor intensity of anchor pit excavation workers and greatly improve the excavation efficiency of anchor pits. A single person can complete the excavation and trenching work of grounding polar anchor pits.
[0017] This invention realizes the integrated construction of anchor pit excavation and walkway excavation, which combines the processes of anchor pit excavation, anchor placement, walkway excavation, backfilling of original soil, and anchor removal in the anchor installation work. It also eliminates the need for manual equipment handling and adjustment, greatly reducing the labor intensity of workers and thus achieving mechanized construction of anchor excavation work, thereby improving the equipment technology level of anchor installation. Attached Figure Description
[0018] Figure 1 A side view illustrating the installation of a rectangular pit for steel plate ground anchors; Figure 2 This is the front view of the invention (the drilling frame is in a horizontal position). Figure 3 This is a front view of the invention (the drilling rig is in an upright position); Figure 4 for Figure 2 Top view; Figure 5 This is a diagram showing the arrangement of the milling wheel in this invention; Figure 6 This is a schematic diagram of the soil extraction conveyor in this invention; Figure 7 This is a schematic diagram of the excavation of the cat trench in this invention (front end of the excavation and soil removal device). Figure 8 This is a schematic diagram of the excavation of the cat trench in this invention (the excavation and soil removal device is rotated to the side of the equipment). Figure 9 This is a schematic diagram of the drilling device for the horse track in this invention; Figure 10 This is a schematic diagram of the construction of the drilling device for the horse track in this invention.
[0019] The accompanying drawings are for illustrative purposes only and should not be construed as limiting the scope of this patent. To better illustrate this embodiment, some components in the drawings may be omitted, enlarged, or reduced, and do not represent the actual dimensions of the product. It is understandable to those skilled in the art that some well-known structures and their descriptions may be omitted in the drawings. Detailed Implementation
[0020] The technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
[0021] like Figures 1 to 10 As shown in the figure, this embodiment provides a trenching machine for laying grounding electrodes in power construction, including an upper chassis 1, a middle chassis 8, and a lower chassis 18 arranged sequentially. The upper chassis 1 is provided with a first working platform and a second working platform, and the first working platform and the second working platform are respectively provided with an anchor pit excavation mechanism and a walkway drilling mechanism.
[0022] The anchor pit excavation mechanism includes an excavator frame 10, which is installed on the first working platform via an excavation attitude adjustment device. The attitude adjustment of the excavator frame is achieved through the excavation attitude adjustment device. The excavator frame 10 is equipped with a slide rail, through which an excavation and soil removal device is slidably connected.
[0023] Specifically, one end of the excavator frame 10 is rotatably connected to the support frame on the first working platform, and the other end of the excavator frame 10 is connected to the first working platform via an excavation lifting cylinder 19, forming an excavation posture adjustment device. The extension and retraction of the excavation lifting cylinder 19 enables the rotation of the excavator frame 10, allowing it to switch between horizontal and vertical positions, facilitating long-distance transportation and on-site relocation.
[0024] In this embodiment, the excavation and soil removal device includes a soil removal cover 4, which is installed on a slide rail and connected to a position adjustment cylinder. One end of the soil removal cover 4 serves as the excavation end, which is equipped with a soil collection box 6. Two milling wheels 15 are located at the end of the soil collection box, and each milling wheel 15 is connected to a hydraulic motor drive device 16. The other end of the soil removal cover 4 serves as the discharge end. The soil collection box 6 is connected to the discharge end via a soil removal conveyor 5.
[0025] In this embodiment, the soil extraction conveyor is a chain conveyor, and the chain plates on the chain conveyor are scoops. During operation, the soil extraction conveyor 5 and the milling wheel 15 work synchronously. The chain plates and scoops rotate in a cycle, collecting loose soil through the scoops and dumping it outside the anchor trench. The eccentric scoops are hinged to the chain plates and reliably limited. After the collected soil is dumped, it returns to its original position by its own weight, effectively reducing the volume of the recovery device and achieving high soil recovery efficiency.
[0026] Meanwhile, a slewing device is also provided between the first working platform and the upper chassis 18 to enable the first working platform to rotate relative to the upper chassis 18. The slewing device mainly uses a slewing bearing mechanism to turn the anchor pit excavation mechanism, allowing it to turn to the side of the equipment to excavate the anchor trench.
[0027] The jacking drilling mechanism includes a drilling frame 11, which is mounted on a second working platform via a drilling attitude adjustment device. The attitude of the drilling frame 11 is adjusted via the drilling attitude adjustment device. A jacking drilling device 12 is provided on the drilling frame 11.
[0028] Specifically, one end of the drilling frame 11 is rotatably connected to the support frame on the second working platform, and the other end of the drilling frame 11 is connected to the second working platform through a drilling lifting cylinder 20, forming a drilling attitude adjustment device. A slewing device may or may not be installed between the second working platform and the upper chassis as needed.
[0029] The ground anchor ropes should be installed using a trenchless method to improve the load-bearing capacity of the buried anchors. Holes should be drilled at a 45° angle vertically into the ground anchor trench, and the anchor ropes should be placed into the trench through the access hole. Therefore, the access hole excavation and soil removal device 12 adopts a drill rod structure.
[0030] The 12-type drilling and soil removal device for the horse track hole is mainly composed of a main body, a power unit, a straightening device, and a spiral drill rod.
[0031] 1) Main body: mainly composed of frame, two double-acting hydraulic cylinders, plate chain, etc.
[0032] 2) Power section: The motor reducer is connected to the frame and outputs power torque.
[0033] 3) Straightening device: The straightening device is located at the bottom of the frame and assists the drill rod to prevent tilting.
[0034] 4) Spiral drill rod: The spiral drill rod has spiral blades around its perimeter. The drilled soil is carried out by the spiral blades, ensuring that it does not deviate or slip even when encountering solid objects. Spiral drill rods are 2 meters long each.
[0035] The main features of the borehole excavation and soil removal device are: the drill rod is clamped by a hydraulic cylinder, then the drill rod is rotated to drill into the soil, and after drilling to a certain depth, the drill rod is reversed to be removed, resulting in high drilling efficiency.
[0036] Furthermore, this embodiment also incorporates lateral and longitudinal translation devices on the chassis to increase the length of the anchor trench. Since the dual-wheel milling mechanism of the excavation and soil removal device can only create anchor trenches up to 1.5m long, it cannot fully meet the needs of anchor installation during construction. The lateral and longitudinal translation devices utilize the extension and retraction of hydraulic cylinders to adjust the lateral and longitudinal displacement of the upper chassis, effectively increasing the length of the anchor trench.
[0037] The specific settings of the lateral and longitudinal translation devices are as follows: The upper chassis 1 is laterally slidably mounted on the middle chassis 8, and a lateral translation cylinder 14 is provided between the two. One end of the lateral translation cylinder 14 is connected to the upper chassis 1, and the other end is connected to the middle chassis 8. The extension and retraction of the lateral translation cylinder 14 enables the excavation and soil removal device to move laterally, increasing the trench length.
[0038] The middle chassis 8 is longitudinally slidably mounted on the lower chassis, and a longitudinal translation cylinder 9 is provided between the two. One end of the longitudinal translation cylinder 9 is connected to the middle chassis 8, and the other end is connected to the lower chassis 18. By operating the slewing device, the excavation and soil removal device is rotated 90°, so that the excavation and soil removal device is on the side of the equipment. By operating the longitudinal translation cylinder 9, the longitudinal translation of the excavation and soil removal device can be moved longitudinally, increasing the trench length.
[0039] During operation, the excavator frame 10 is first rotated to the upright position, the vehicle body is moved to position the anchor pit, and the mobile excavation and soil removal device is operated to place the milling wheel on the ground along the slide rail. The milling wheel then drills and rotates. The soil removed from the earthmoving box is transported out of the pit using a soil removal conveyor, achieving simultaneous excavation and soil removal. During milling, the milling wheel and earthmoving box move synchronously downwards along the slide rail, gradually completing the excavation in the depth direction of the anchor pit. The milling wheel can move horizontally with the vehicle body to complete the excavation requirements in the length direction of the anchor pit.
[0040] In this embodiment, support leg cylinders 2 are provided around the upper chassis 1 to ensure the stability of the equipment during operation.
[0041] This embodiment is equipped with a self-propelled mechanism on the lower chassis 18, which is conducive to accurate positioning of the anchor pit and accurate placement of the ground anchor, and facilitates movement within the site and transfer between sites.
[0042] In this embodiment, the power system 3 is arranged on the upper chassis 1. The power system 3 is driven by a hydraulic system. The hydraulic system provides power to each cylinder, motor and rotary device. The hydraulic drive has good controllability, low impact and easy control of the driving speed.
[0043] In this embodiment, an operating system 17 is also provided on the upper chassis 1 to facilitate personnel operation.
[0044] In this embodiment, the anchor pit excavation mechanism and the walkway drilling mechanism are respectively arranged on both sides of the chassis. The two sets of devices work sequentially, which facilitates the adjustment of the vehicle's power and improves working capacity. The equipment's multi-functional integrated design realizes mechanized construction of anchor trench excavation operations.
[0045] This invention combines an anchor pit excavation mechanism and a walkway drilling mechanism to achieve the operation of anchor pit excavation and walkway excavation. It integrates the construction of anchor pit excavation, anchor placement, walkway excavation, backfilling of original soil, and anchor removal in ground anchor installation, solving the construction problems of high labor intensity and low work efficiency in traditional ground anchor installation, and improving the equipment technology level of ground anchor installation.
[0046] The application of this invention enables mechanized construction of ground anchor excavation, ensuring the ground anchor is stressed and reducing vegetation damage.
[0047] The above embodiments are only used to illustrate and not limit the technical solutions of the present invention. Although the present invention has been described in detail with reference to the above embodiments, those skilled in the art should understand that modifications or equivalent substitutions can still be made to the present invention without departing from the spirit and scope of the present invention. Any modifications or partial substitutions should be covered within the scope of the claims of the present invention.
[0048] If the terms "first" or "second" are used in this document to define components, those skilled in the art should know that the use of "first" or "second" is merely for the convenience of describing the invention and simplifying the description, and unless otherwise stated, the above terms have no special meaning.
[0049] In the description of this invention, it should be understood that the terms "center," "longitudinal," "lateral," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," and "circumferential" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing this invention and simplifying the description, and are not intended to indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this invention.
[0050] In the description of this invention, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "linking" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this invention based on the specific circumstances.
Claims
1. A trenching machine for laying grounding electrodes for electric power construction, characterized in that: It comprises a chassis mechanism, on which a first working platform and a second working platform are provided, and on which an anchor pit excavation mechanism and a horseway drilling mechanism are provided respectively; The anchor pit excavation mechanism comprises an excavation frame, which is installed on the first working platform through an excavation posture adjustment device, and the posture adjustment of the excavation frame is realized through the excavation posture adjustment mechanism; a slide is provided on the excavation frame, and an excavation and soil taking device is slidably connected through the slide; The horseway drilling mechanism comprises a drilling frame, which is installed on the second working platform through a drilling posture adjusting device, and the posture adjustment of the drilling frame is achieved through the drilling posture adjusting mechanism; a horseway drilling device is arranged on the drilling frame.
2. The trenching machine for laying grounding electrodes for electric power construction according to claim 1, characterized in that: One end of the excavation frame is rotatably connected to the first working platform, and the other end of the excavation frame is connected to the first working platform through an excavation lifting cylinder to form an excavation posture adjustment device.
3. The trenching machine for laying grounding electrodes for electric power construction according to claim 1, characterized in that: One end of the drilling frame is rotatably connected to the second working platform, and the other end of the drilling frame is connected to the second working platform through a drilling lifting cylinder to form a drilling posture adjustment device.
4. The trenching machine for laying grounding electrodes for electric power construction according to claim 1, characterized in that: The excavation and soil extraction device comprises a soil extraction shield, which is installed on the slideway and connected to the position adjustment device; One end of the soil excavation shield is used as the excavation end, and an earthwork box is provided at the excavation end, and a milling wheel is provided at the end of the earthwork box; the other end of the soil excavation shield is used as the excavation end; the earthwork box is connected to the excavation end through a soil excavation conveyor.
5. The trenching machine for laying grounding electrodes for electric power construction according to claim 4, characterized in that: The soil conveyor is a chain plate conveyor, and the chain plate on the chain plate conveyor is a dustpan structure.
6. The trenching machine for laying grounding electrodes for electric power construction according to claim 1, characterized in that: The horse track drilling device is a drill rod structure.
7. The trenching machine for burying grounding electrodes for electric power construction according to any one of claims 1 to 6, characterized in that: The chassis mechanism comprises an upper chassis, a middle chassis and a lower chassis which are arranged in sequence from top to bottom, and the first working platform and the second working platform are arranged on the upper chassis; The upper chassis is laterally slidably mounted on the middle chassis, and a transverse translation oil cylinder is arranged between the two; one end of the transverse translation oil cylinder is connected to the upper chassis, and the other end is connected to the middle chassis; The middle chassis is longitudinally slidably mounted on the lower chassis, and a longitudinal translation oil cylinder is arranged between the two; one end of the longitudinal translation oil cylinder is connected to the middle chassis, and the other end is connected to the lower chassis.
8. The trenching machine for laying grounding electrodes for electric power construction according to claim 7, characterized in that: A rotating device is provided between the first working platform and the upper chassis to realize the rotation of the first working platform relative to the upper chassis.
9. The trenching machine for burying grounding electrodes for electric power construction according to claim 7, characterized in that: Outrigger oil cylinders are arranged around the upper chassis.
10. The trenching machine for laying grounding electrodes for electric power construction according to claim 7, characterized in that: A self-propelled mechanism is arranged on the lower chassis.
