In-situ curing equipment with telescopic arm rod
By designing in-situ curing equipment with telescopic booms, the problems of insufficient curing depth and small construction range in the prior art are solved, deeper curing and a larger construction range are achieved, and construction efficiency and flexibility are improved.
Patent Information
- Application Number
- CN202422256609.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-14
- Publication Date
- 2025-06-20
- Estimated Expiration
- 2034-09-14
AI Technical Summary
In the existing in-situ curing technology of mudflat sludge, the mechanical arms of the construction machinery are shorter, and the curing depth is generally less than 5m, which is difficult to meet the deeper in-situ curing needs. At the same time, the length of the mechanical equipment is limited in lateral or longitudinal extension, and the scope of a single construction is small, which affects the construction efficiency and progress.
An in-situ curing equipment with telescopic booms was designed. By setting a telescopic boom on the front end of the excavator arm, a hydraulic oil pipe is used to drive the hydraulic upper arm and hydraulic lower arm to expand, adjust the depth of the mixing head, and increase the horizontal or longitudinal extension length of the excavator arm through the three-stage boom structure to increase the scope of a single construction.
It achieves a deeper curing depth and a larger construction range, improves construction efficiency, reduces the frequency of activity of mechanical equipment, enhances construction flexibility, and solves the problems of insufficient curing depth and small construction range in the existing technology.
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Figure CN223003380U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of sludge solidification, in particular to an in-situ solidification device with a telescopic boom. Background Art
[0002] The marine intertidal zone is an important transitional zone between the ocean and the land. With the rapid development of cities, it has great development potential and has become an important land resource that can be utilized. It can not only provide basic support for reclamation and port construction, but also promote the local economic development and prosperity. However, the tidal flat sludge usually has the characteristics of high natural moisture content, high compressibility, high viscosity and low bearing capacity, and cannot be directly used as an excellent foundation. It needs to be treated. Generally, the in-situ solidification technology of the tidal flat can make the tidal flat hard and stable, improve its bearing capacity and stability, so as to meet the needs of various building and infrastructure construction.
[0003] For the coastal tidal flat sludge, through the shallow in-situ solidification process, using Zhongyan material curing agent can make the tidal flat sludge hard and stable, improve its bearing capacity and durability, and can improve the soft foundation into an excellent foundation, meeting the needs of various building and infrastructure construction, which has double significance for environmental protection and economic construction.
[0004] However, in the existing in-situ solidification technology of tidal flat sludge, the mechanical arm of the construction machinery with an in-situ mixing head is short, and the solidification depth is generally less than 5m. It is very difficult to meet the construction requirements for deeper in-situ solidification. If the solidification depth is increased, the length of the boom of the construction machinery needs to be increased, which is bound to increase the tonnage of the mechanical equipment, and then increase the bearing capacity requirements for the uncured tidal flat sludge, increasing the cost of other construction measures, and greatly reducing the economic benefits. And in the existing in-situ solidification technology of tidal flat sludge, the horizontal or vertical extension length of the mechanical equipment is limited, and the single construction range is small. It is necessary to continuously move the mechanical equipment to meet the solidification construction requirements of the new area, which greatly affects the construction efficiency in the block-by-block solidification method and affects the construction progress. In view of this, this application proposes an in-situ solidification device with a telescopic boom. Summary of the Utility Model
[0005] Aiming at the deficiencies of the prior art, the utility model provides an in-situ solidification device with a telescopic boom, which has the advantages of improving the solidification depth, increasing the single construction range, and improving the construction efficiency, and solves the problem that in the existing in-situ solidification technology of tidal flat sludge, the mechanical arm of the construction machinery with an in-situ mixing head is short, and the solidification depth is generally less than 5m, and it is very difficult to meet the construction requirements for deeper in-situ solidification.
[0006] To achieve the above object, the present utility model provides the following technical solutions: An in-situ curing device with a telescopic boom, including a crawler excavator main body, a excavator arm is fixedly installed on the top of the crawler excavator main body, a hydraulic oil pipe is passed through a hanging ring at the bottom of the excavator arm, a telescopic boom is arranged at the front end of the excavator arm, and a mixing head is rotatably installed at the bottom of the telescopic boom;
[0007] The telescopic boom includes a hydraulic upper arm fixedly installed at the front end of the excavator arm and a hydraulic lower arm embedded inside the hydraulic upper arm.
[0008] Further, the excavator arm is composed of three boom rods, namely a first-stage boom, a second-stage boom, and a third-stage boom, and the first-stage boom, the second-stage boom, and the third-stage boom are controlled by a first-stage hydraulic rod, a second-stage hydraulic rod, and a third-stage hydraulic rod.
[0009] Further, the first-stage boom is fixedly installed on the top of the crawler excavator main body, the first-stage hydraulic rod is rotatably installed on the top of the first-stage boom, one end of the first-stage boom is rotatably installed with the second-stage boom, and the movable end of the first-stage hydraulic rod is rotatably installed on the top of the second-stage boom.
[0010] Further, the second-stage hydraulic rod is rotatably installed on the top of the second-stage boom, one end of the second-stage boom is rotatably installed with the third-stage boom, and the movable end of the second-stage hydraulic rod is rotatably installed on the top of the third-stage boom.
[0011] Further, one end of the third-stage boom is rotatably installed with the hydraulic upper arm, the bottom of the third-stage boom is rotatably installed with the third-stage hydraulic rod, and the movable end of the third-stage hydraulic rod is rotatably installed on the tail end of the hydraulic upper arm.
[0012] Further, a plurality of fixed end points are fixedly installed on one side of the hydraulic upper arm, the plurality of fixed end points are staggered up and down in a wave shape, a spring is fixedly installed on one side of the fixed end points, a ring is fixedly installed at one end of the spring, and the hydraulic oil pipe passes through the ring in a staggered manner up and down.
[0013] Further, an inner arm rubber sleeve is fixedly installed at the bottom end of the hydraulic upper arm, and the inner arm rubber sleeve is sleeved on the surface of the hydraulic lower arm.
[0014] Further, stirring blades are fixedly installed on the surfaces at both ends of the mixing head, stirring drills are rotatably installed at both ends of the mixing head, drill blades are fixedly installed on the stirring drills, and a slurry outlet is opened at the central position of the mixing head.
[0015] Compared with the prior art, the present utility model provides an in-situ curing device with a telescopic boom, and has the following beneficial effects:
[0016] 1. The in-situ solidification equipment with a telescopic boom solves the problem that in the existing in-situ solidification technology for tidal flat silt, the mechanical arm of the in-situ mixing head used in construction machinery is short, and the solidification depth is generally less than 5m, making it difficult to meet the construction requirements for deeper in-situ solidification. By setting a telescopic boom at the front end of the excavator arm, the hydraulic oil in the hydraulic oil pipe drives the hydraulic upper arm and the hydraulic lower arm to expand and contract, adjusting the length of the telescopic boom, increasing the depth of the mixing head entering the tidal flat silt, and enhancing the solidification depth.
[0017] 2. The in-situ solidification equipment with a telescopic boom is composed of a first-level arm, a second-level arm, and a third-level arm, which increases the lateral or longitudinal extension length of the excavator arm, expands the construction range of a single excavator station, greatly reduces the frequency of excavator movement, improves construction efficiency, and makes the excavator more flexible. It solves the problems of limited lateral or longitudinal extension length, small single-construction range, and the need to continuously move mechanical equipment to meet the solidification construction requirements of new areas, which greatly affects the construction efficiency in the block-by-block solidification method and the construction progress. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] Figure 1 It is a schematic structural diagram of the present utility model;
[0019] Figure 2 It is a side view schematic diagram of the hydraulic upper arm of the present utility model;
[0020] Figure 3 It is a schematic diagram of the mixing head of the present utility model;
[0021] Figure 4 It is a schematic diagram of the hydraulic upper arm embedding the hydraulic lower arm of the present utility model.
[0022] In the figure: 1. Crawler excavator main body; 2. Excavator arm; 21. First-level arm; 22. First-level hydraulic rod; 23. Second-level arm; 24. Second-level hydraulic rod; 25. Third-level hydraulic rod; 26. Third-level arm; 3. Hydraulic oil pipe; 4. Hydraulic upper arm; 41. Fixed end point; 42. Spring; 5. Hydraulic lower arm; 51. Inner arm rubber sleeve; 6. Mixing head; 61. Mixing blade; 62. Mixing drill bit; 621. Drill bit blade; 7. Slurry outlet. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0023] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all of the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present utility model.
[0024] Embodiment 1: Please refer toFigures 1 to 3 , an in-situ curing device with a telescopic boom, comprising a crawler excavator main body 1, a excavator boom 2 fixedly installed on the top of the crawler excavator main body 1, a hydraulic oil pipe 3 passing through a hanging ring at the bottom of the excavator boom 2, a telescopic boom provided at the front end of the excavator boom 2, and a mixing head 6 rotatably installed at the bottom of the telescopic boom.
[0025] Among them, the telescopic boom includes a hydraulic upper arm 4 fixedly installed at the front end of the excavator boom 2 and a hydraulic lower arm 5 embedded inside the hydraulic upper arm 4. By telescoping the telescopic boom, the depth of the mixing head 6 entering the tidal flat silt is adjusted, improving the curing depth.
[0026] At the same time, the excavator boom 2 is composed of three boom arms, namely a primary boom 21, a secondary boom 23, and a tertiary boom 26, and the primary boom 21, secondary boom 23, and tertiary boom 26 are controlled by a primary hydraulic rod 22, a secondary hydraulic rod 24, and a tertiary hydraulic rod 25. This increases the lateral or longitudinal extension length of the excavator boom 2, enlarges the construction range of a single excavation position of the excavator, greatly reduces the excavation frequency, improves construction efficiency, and makes the excavator more flexible in movement.
[0027] Among them, the primary boom 21 is fixedly installed on the top of the crawler excavator main body 1, the primary hydraulic rod 22 is rotatably installed on the top of the primary boom 21, one end of the primary boom 21 is rotatably installed with the secondary boom 23, and the movable end of the primary hydraulic rod 22 is rotatably installed on the top of the secondary boom 23.
[0028] Secondly, the secondary hydraulic rod 24 is rotatably installed on the top of the secondary boom 23, one end of the secondary boom 23 is rotatably installed with the tertiary boom 26, and the movable end of the secondary hydraulic rod 24 is rotatably installed at the top of the tertiary boom 26.
[0029] At the same time, one end of the tertiary boom 26 is rotatably installed with the hydraulic upper arm 4, the bottom of the tertiary boom 26 is rotatably installed with the tertiary hydraulic rod 25, and the movable end of the tertiary hydraulic rod 25 is rotatably installed at the end of the hydraulic upper arm 4.
[0030] Among them, a number of fixed end points 41 are fixedly installed on one side of the hydraulic upper arm 4, the number of fixed end points 41 is staggered up and down in a wave shape, a spring 42 is fixedly installed on one side of the fixed end points 41, one end of the spring 42 is fixedly installed with a ring, and the hydraulic oil pipe 3 passes through the ring in a staggered manner.
[0031] Secondly, an inner arm rubber sleeve 51 is fixedly installed at the bottom end of the hydraulic upper arm 4, and the inner arm rubber sleeve 51 is sleeved on the surface of the hydraulic lower arm 5.
[0032] On the surfaces at both ends of the stirring head 6, stirring blades 61 are fixedly installed. At both ends of the stirring head 6, stirring drills 62 are rotatably installed. Drill blades 621 are fixedly installed on the stirring drills 62. An outlet port 7 is formed at the central position of the stirring head 6. The stirring head 6 rotates, enabling the stirring head 6 to penetrate into the tidal flat silt, and materials are output through the outlet port 7 for in-situ solidification.
[0033] Embodiment 2: Please refer to Figure 4 , on the basis of Embodiment 1, a hydraulic lower arm 5 is sleeved on the surface of the hydraulic upper arm 4. The cross-section of the hydraulic lower arm 5 is larger than that of the hydraulic upper arm 4. The hydraulic upper arm 4 can freely expand and contract inside the hydraulic lower arm 5. At this time, the inner arm rubber sleeve 51 is arranged at the upper end of the hydraulic lower arm 5 to wrap the hydraulic upper arm 4 inside.
[0034] At this time, a number of fixed endpoints 41 are fixedly installed on one side of the hydraulic lower arm 5. The number of fixed endpoints 41 is arranged in a wave shape, staggered up and down. A spring 42 is fixedly installed on one side of the fixed endpoints 41. One end of the spring 42 is fixedly installed with a ring. The hydraulic oil pipes 3 pass through the rings in a staggered manner up and down.
[0035] When this embodiment is in use, when there is no construction, the hydraulic lower arm 5 contracts inside the hydraulic upper arm 4. During construction, the crawler excavator main body 1 is located within the construction site. The crawler excavator main body 1 extends forward, backward, left, and right through the excavator arm 2. When the solidification depth is less than the length of the hydraulic upper arm 4, there is no need to expand the hydraulic lower arm 5. When the solidification depth is greater than the hydraulic upper arm 4, after the stirring head 6 penetrates into the undisturbed silt to a certain depth, the hydraulic lower arm 5 is extended until the designed depth is reached, and then it is stirred up and down. After single-point stirring is completed, the hydraulic lower arm 5 is retracted into the hydraulic upper arm 4.
[0036] The electrical components mentioned in the text are all electrically connected to the main controller and the power supply. The main controller can be a conventional known device such as a computer for control, and the existing publicly disclosed electrical connection technology will not be elaborated in the text.
[0037] It should be noted that in this article, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the term "comprising", "including" or any other variant thereof is intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements not only includes those elements, but also includes other elements not expressly listed, or elements inherent to such process, method, article or device. Without further limitation, an element defined by the statement "including a..." does not exclude the existence of additional identical elements in the process, method, article or device including the said element.
[0038] Although embodiments of the present utility model have been shown and described, those of ordinary skill in the art can understand that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principle and spirit of the present utility model. The scope of the present utility model is defined by the appended claims and their equivalents.
Claims
1. An in-situ curing device with a telescopic arm, comprising a crawler excavator body (1), characterized in that: An excavator arm (2) is fixedly mounted on the top of the crawler excavator body (1); a hydraulic oil pipe (3) is passed through the bottom of the excavator arm (2) via a hanging ring; a telescopic arm is provided at the front end of the excavator arm (2); a stirring head (6) is rotatably mounted on the bottom of the telescopic arm; The telescopic arm comprises a hydraulic upper arm (4) fixedly mounted on the front end of the excavator arm (2) and a hydraulic lower arm (5) embedded in the hydraulic upper arm (4).
2. The in-situ curing device with a telescopic arm according to claim 1, characterized in that: The excavator arm (2) is composed of three arm rods, namely a primary arm (21), a secondary arm (23) and a tertiary arm (26); the primary arm (21), the secondary arm (23) and the tertiary arm (26) are controlled by a primary hydraulic rod (22), a secondary hydraulic rod (24) and a tertiary hydraulic rod (25).
3. The in-situ curing device with a telescopic arm according to claim 2, characterized in that: The primary arm (21) is fixedly mounted on the top of the crawler excavator body (1); the primary hydraulic rod (22) is rotatably mounted on the top of the primary arm (21); a secondary arm (23) is rotatably mounted on one end of the primary arm (21); and a movable end of the primary hydraulic rod (22) is rotatably mounted on the top of the secondary arm (23).
4. The in-situ curing device with a telescopic arm according to claim 3, characterized in that: A secondary hydraulic rod (24) is rotatably mounted on the top of the secondary arm (23), a tertiary arm (26) is rotatably mounted on one end of the secondary arm (23), and a movable end of the secondary hydraulic rod (24) is rotatably mounted on the top of the tertiary arm (26).
5. The in-situ curing device with a telescopic arm according to claim 4, characterized in that: A hydraulic upper arm (4) is rotatably mounted on one end of the three-stage arm (26), a three-stage hydraulic rod (25) is rotatably mounted on the bottom of the three-stage arm (26), and a movable end of the three-stage hydraulic rod (25) is rotatably mounted on the tail end of the hydraulic upper arm (4).
6. The in-situ curing device with a telescopic arm according to claim 1, characterized in that: A plurality of fixed end points (41) are fixedly mounted on one side of the hydraulic upper arm (4), and the plurality of fixed end points (41) are staggered up and down in a wave-like manner. A spring (42) is fixedly mounted on one side of the fixed end point (41), and a circular ring is fixedly mounted on one end of the spring (42), and the hydraulic oil pipe (3) passes through the circular ring in a staggered manner up and down.
7. The in-situ curing device with a telescopic arm according to claim 6, characterized in that: An inner arm rubber sleeve (51) is fixedly mounted on the bottom end of the hydraulic upper arm (4), and the inner arm rubber sleeve (51) is sleeved on the surface of the hydraulic lower arm (5).
8. The in-situ curing device with a telescopic arm according to claim 1, characterized in that: The surfaces of both ends of the stirring head (6) are fixedly mounted with stirring blades (61), both ends of the stirring head (6) are rotatably mounted with stirring drill bits (62), the stirring drill bit (62) is fixedly mounted with drill blades (621), and a slurry outlet (7) is provided at the center of the stirring head (6).