Efficient solidified gravel pile for highway construction
By designing assembled pile bodies and multi-functional capstone tools, the problems of existing gravel piles being unable to be freely extended and uneven distribution of gravel are solved, and efficient gravel pile construction is achieved.
Patent Information
- Application Number
- CN202420821985.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-18
- Publication Date
- 2025-03-14
- Estimated Expiration
- 2034-04-18
AI Technical Summary
The existing road foundation gravel piles cannot be freely extended during use, the installation and disassembly are complicated, and when gravel is squeezed into the foundation, the distribution is uneven, resulting in more stones in some places and fewer places.
A highly efficient cured gravel pile for highway construction was designed, using assembled pile bodies and multi-functional capstone tools. Through the cooperation of telescopic cylinder parts and clamps, the free extension of the pile bodies and the uniform distribution of gravels are achieved.
It solves the problem of the complexity of the pile body being unable to be freely extended and installed and disassembled, realizes the uniform distribution of gravel, and improves construction efficiency and effect.
Smart Images
Figure CN222614148U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of highway construction, in particular to a high-efficiency solidified gravel pile for highway construction. Background Art
[0002] Gravel piles are composite foundation reinforcement piles made of crushed stone (pebbles) as the main material. Gravel piles and sand piles are collectively referred to as loose piles or coarse-grained soil piles abroad. The so-called loose piles refer to piles without bonding strength. The composite foundation composed of loose piles such as gravel columns or sand piles and soil between piles can also be called loose pile composite foundation. The composite foundations such as gravel piles, sand piles, and slag piles widely used at home and abroad are all loose pile composite foundations. Gravel piles are suitable for compacting loose sand, silt, plain fill and miscellaneous fill foundations. Among the various types of piles in the composite foundation, gravel piles and sand piles are both loose material piles with similar reinforcement mechanisms. The mechanism varies with the different types of soil to be reinforced: it has a displacement and compaction effect on sand, silt and gravel soil; for clay and fill, it is mainly a displacement effect, and has different degrees of compaction and drainage consolidation. Gravel piles are mainly used in engineering projects to reinforce soft foundations, reinforce dam slopes, eliminate the liquefaction of liquefiable sand, and eliminate the collapsible properties of collapsible loess.
[0003] The highway foundation gravel piles in the prior art can be used to reinforce weak foundations, but the following problems exist in actual use: 1. The column cannot be freely extended, and the installation and disassembly are complicated; 2. Secondly, when the column squeezes the gravel into the foundation, it is usually messy, with more stones squeezed in some places and less in other places. Therefore, a high-efficiency solidified gravel pile for highway construction is needed to solve the above problems. Utility Model Content
[0004] The utility model aims to solve the problems in the prior art that the column cannot be freely extended, the installation and disassembly are complicated, and the column is usually messy when squeezing gravel into the foundation, with more stones squeezed into some places and less stones squeezed into other places, and proposes a high-efficiency solidified gravel pile for highway construction.
[0005] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme: a high-efficiency solidified gravel pile for highway construction, comprising a pile body, a top mounting frame is installed on the top of the pile body, a bottom mounting frame is installed on the bottom of the pile body, a bottom cone is threadedly connected to the bottom of the bottom mounting frame, an annular groove is provided on the surface of the pile body, a clamp is clamped on the outside of the annular groove, a connecting head is welded on the top of the top mounting frame, and a connecting port is provided on the top of the connecting head.
[0006] Preferably, the inner annular array of the clamp has a telescopic controller, a telescopic cylinder is installed on the front of the telescopic controller, and the front of the telescopic cylinder passes through the clamp.
[0007] Preferably, a capping stone device is installed on the front side of the telescopic cylinder member, and a stone transfer tube is provided at the top and bottom ends of the capping stone device.
[0008] Preferably, a connecting column is connected between the clamps, and a striking head is installed in the middle of the front side of the cap stone.
[0009] Preferably, both sides of the front side of the capstone are provided with stone outlet holes, and the middle part of the capstone is provided with an internal conveying channel.
[0010] Preferably, an opening is provided on one side of the inner conveying channel, and an inclined plate is installed on one side of the opening on the inner conveying channel, and the inclined plate is inclined toward the direction of the stone outlet hole.
[0011] Preferably, the width of the interior of the inner conveying channel and the gap between the inner conveying channel and the stone outlet hole in the cap stone device can only accommodate one stone.
[0012] Beneficial Effects
[0013] In the utility model, in the device, the pile body is assembled, and the pile body is lifted by a lifting device, and the lifting device will be directly connected to the connecting head. When the whole device enters a hole in the ground opened in advance, the top mounting frame will fit with the hole opening, and six capping stones are installed on the outside of each clamp in six different orientations. The capping stone is used to realize drilling and stone burying operations, and each capping stone can be controlled to continuously extend and retract through the cylinder structure on the back.
[0014] In the utility model, firstly, the telescopic controller of each top stone tool is started. After the telescopic controller is started, the telescopic cylinder part will be controlled to continuously telescope. The telescopic cylinder part here is a complete cylinder driving part. During the telescopic process of the top stone tool, the striking head on the surface will make a spherical pit mark on the wall, and by rotating the pile body, a circular array of spherical pit marks will be left in the hole, and the crushed stone can be subsequently driven into the ball pit, which solves the problems in the prior art that the column cannot be freely extended, the installation and disassembly are complicated, and the column is usually messy when squeezing the crushed stone into the foundation, with more stones squeezed in some places and less stones squeezed in other places. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 It is the overall structure diagram of the utility model;
[0016] Figure 2 This is a pile structure diagram of the utility model;
[0017] Figure 3This is a structural diagram of the clamp of the utility model;
[0018] Figure 4 This is a structural diagram of the capstone of the utility model;
[0019] Figure 5 This is a front structural diagram of the capstone of the utility model;
[0020] Figure 6 This is a diagram showing the internal structure of the capstone of the present utility model.
[0021] Legend:
[0022] 1. Pile body; 2. Clamp; 3. Top mounting frame; 4. Connector; 5. Bottom cone; 6. Bottom mounting frame; 7. Annular slot; 8. Connector; 9. Stone-lifting device; 10. Column; 11. Hitting head; 12. Stone-transmitting tube; 13. Telescopic controller; 14. Telescopic cylinder; 15. Stone-discharging hole; 16. Internal conveying channel; 17. Opening hole; 18. Inclined plate. DETAILED DESCRIPTION
[0023] In order to make the technical means, creative features, objectives and effects of the present invention easy to understand, the present invention is further described below in conjunction with specific embodiments and drawings, but the following embodiments are only preferred embodiments of the present invention, not all. Based on the embodiments in the implementation mode, other embodiments obtained by those skilled in the art without creative work are all within the protection scope of the present invention.
[0024] The specific embodiments of the present utility model are described below in conjunction with the accompanying drawings. Specific embodiment one:
[0026] Reference Figure 1-6 A high-efficiency solidified gravel pile for highway construction comprises a pile body 1, a top mounting frame 3 is installed on the top of the pile body 1, a bottom mounting frame 6 is installed on the bottom of the pile body 1, a bottom cone 5 is threadedly connected to the bottom of the bottom mounting frame 6, an annular groove 7 is provided on the surface of the pile body 1, a clamp 2 is clamped on the outside of the annular groove 7, a connector 4 is welded on the top of the top mounting frame 3, and a connecting port 8 is provided on the top of the connector 4.
[0027] In this device, the pile body 1 is assembled, and the pile body 1 is lifted by a lifting device, which is directly connected to the connector 4. When the entire device enters a pre-opened hole in the ground, the top mounting frame 3 fits into the hole.
[0028] The inner annular array of the clamp 2 has a telescopic controller 13 , and a telescopic cylinder 14 is installed on the front of the telescopic controller 13 , and the front of the telescopic cylinder 14 passes through the clamp 2 .
[0029] A plurality of groups of clamps 2 are installed outside the pile body 1. The clamps 2 are directly clamped in the annular clamping grooves 7. When the equipment enters the hole on the ground, the capping stone 9 outside the clamps 2 will fit the inner wall of the hole.
[0030] A capping stone device 9 is installed on the front side of the telescopic cylinder member 14, and a stone transfer tube 12 is provided at the top and bottom ends of the capping stone device 9.
[0031] Six capping stones 9 are installed on the outside of each clamp 2 and are located in six different directions. The capping stone 9 is used to realize drilling and stone burying operations, and each capping stone 9 can be controlled to continuously retract and retract through the cylinder structure on the back. Specific embodiment 2:
[0033] Reference Figure 1-6 A connecting column 10 is connected between the clamps 2, and a striking head 11 is installed in the middle of the front of the capping stone 9. In order to prevent the clamps 2 from loosening due to vibration, a connecting column 10 is installed between the adjacent upper and lower clamps 2.
[0034] Both sides of the front side of the capstone 9 are provided with stone outlet holes 15 , and the middle part of the capstone 9 is provided with an inner conveying channel 16 .
[0035] An opening 17 is formed on one side of the inner conveying channel 16 , and an inclined plate 18 is installed on one side of the opening 17 on the inner conveying channel 16 , and the inclined plate 18 is inclined toward the direction of the stone outlet hole 15 .
[0036] The width of the interior of the inner delivery channel 16 and the gap between the inner delivery channel 16 and the stone outlet hole 15 in the cap stone device 9 can only accommodate one stone.
[0037] First, start the telescopic controller 13 of each capping stone 9. After the telescopic controller 13 is started, it will control the telescopic cylinder 14 to continue to telescope. Here, the telescopic cylinder 14 is a complete cylinder drive component. During the telescopic process of the capping stone 9, the striking head 11 on the surface will make a spherical pit mark on the wall, and by rotating the pile body 1, a circular array of spherical pit marks will be left in the hole, and the gravel can be driven into the ball pit later. In this embodiment, the power supply line and control line of the telescopic controller 13 pass through the clamp 2 and are connected to the outside. The power is supplied from the outside and its working state is controlled by an external control device, but the utility model is not limited to this method.
[0038] When in use, the screened gravel is lowered from the stone transfer tube 12 on the top clamp 2, and the gravel entering the stone transfer tube 12 will continue to fall. It should be noted that the stone transfer tubes 12 on all the top stone devices 9 are connected, and the gravel in the top transmission channel and the bottom channel will fall one by one. The stone transfer tube 12 and the internal transmission channel 16 are connected. The gravel entering the stone transfer tube 12 will first pass through the top stone device 9 of the first layer after falling, and slide one by one from the side openings 17 to the inclined plate 18, and slide out from the inclined plate 18 to the stone outlet hole 15. When the top stone device 9 is extended and retracted back and forth, the gravel will be driven into the ball pit.
[0039] It should be noted that the inner delivery channel 16 will tilt to one side, and the opening 17 can only accommodate one stone at a time, so there is no need to worry about blockage. When a piece of gravel enters the opening 17, the previous tight gravel will continue to fall until there is gravel in each stone outlet hole 15. When the gravel is driven into the ball pit, stones are put in again.
[0040] In summary:
[0041] 1. In this device, the pile body 1 is assembled, and the pile body 1 is lifted by a lifting device, which is directly connected to the connector 4. When the entire device enters a pre-opened hole in the ground, the top mounting frame 3 will fit the hole opening. Six capping stones 9 are installed on the outside of each clamp 2 and are in six different positions. The capping stone 9 is used to realize drilling and burying operations, and each capping stone 9 can be controlled to continuously retract and retract through the cylinder structure on the back.
[0042] 2. First, start the telescopic controller 13 of each stone capping device 9. After the telescopic controller 13 is started, it will control the telescopic cylinder 14 to continue to telescope. The telescopic cylinder 14 here is a complete cylinder drive component. During the telescopic process of the stone capping device 9, the striking head 11 on the surface will make a spherical pit mark on the wall, and by rotating the pile body 1, a circular array of spherical pit marks will be left in the hole. Subsequently, the crushed stone can be driven into the ball pit. When in use, the screened crushed stone is lowered from the stone transfer tube 12 on the top clamp 2 and enters the transfer tube 12. The gravel in the stone tube 12 will continue to fall. It should be noted that all the stone transfer tubes 12 on the top stone device 9 are connected, and the gravel in the top transmission channel and the bottom channel will fall one by one. The stone transfer tube 12 is connected to the internal transmission channel 16. The gravel entering the stone transfer tube 12 will first pass through the top stone device 9 of the first layer after falling, and slide one by one from the side openings 17 to the inclined plate 18, and slide out from the inclined plate 18 to the stone outlet hole 15. When the top stone device 9 is stretched back and forth, the gravel will be driven into the ball pit.
[0043] In the present utility model, unless otherwise clearly specified and limited, a first feature being "above" or "below" a second feature may include that the first and second features are in direct contact, or may include that the first and second features are not in direct contact but are in contact through another feature between them. Moreover, a first feature being "above", "above" and "above" a second feature includes that the first feature is directly above and obliquely above the second feature, or simply indicates that the first feature is higher in level than the second feature. A first feature being "below", "below" and "below" a second feature includes that the first feature is directly below and obliquely below the second feature, or simply indicates that the first feature is lower in level than the second feature.
[0044] The above shows and describes the basic principle, main features and advantages of the utility model. Those skilled in the art should understand that the utility model is not limited by the above embodiments. The above embodiments and descriptions are only preferred examples of the utility model and are not used to limit the utility model. Without departing from the spirit and scope of the utility model, the utility model may have various changes and improvements, which fall within the scope of the utility model to be protected. The scope of protection of the utility model is defined by the attached claims and their equivalents.
Claims
1. A high-efficiency solidified gravel pile for highway construction, comprising a pile body (1), characterized in that: A top mounting frame (3) is installed on the top of the pile body (1), a bottom mounting frame (6) is installed on the bottom of the pile body (1), a bottom cone (5) is threadedly connected to the bottom of the bottom mounting frame (6), an annular groove (7) is provided on the surface of the pile body (1), a clamp (2) is clamped on the outside of the annular groove (7), a connector (4) is welded on the top of the top mounting frame (3), a connection port (8) is provided on the top of the connector (4), a telescopic controller (13) is provided in an annular array inside the clamp (2), a telescopic cylinder (14) is installed on the front of the telescopic controller (13), and a capping stone (9) is installed on the front of the telescopic cylinder (14).
2. The high-efficiency solidified gravel pile for highway construction according to claim 1, characterized in that: The front side of the telescopic cylinder part (14) passes through the clamp (2).
3. The high-efficiency solidified gravel pile for highway construction according to claim 1, characterized in that: The top and bottom ends of the cap stone device (9) are both provided with stone transfer tubes (12).
4. The high-efficiency solidified gravel pile for highway construction according to claim 1, characterized in that: A connecting column (10) is connected between the clamps (2), and a striking head (11) is installed in the middle of the front side of the capping stone (9).
5. The high-efficiency solidified gravel pile for highway construction according to claim 4, characterized in that: Stone outlet holes (15) are provided on both sides of the front side of the capping stone (9), and an inner delivery channel (16) is provided in the middle of the capping stone (9).
6. The high-efficiency solidified gravel pile for highway construction according to claim 5, characterized in that: An opening (17) is formed on one side of the inner delivery channel (16).
7. The high-efficiency solidified gravel pile for highway construction according to claim 6, characterized in that: An inclined plate (18) is installed on one side of the opening (17) on the inner conveying channel (16), and the inclined plate (18) is inclined toward the direction of the stone outlet hole (15).