Vibration dewatering anchor rod device
By designing a vibration precipitation anchor device including an anchor body and a vibrator, various problems in the construction of the existing anchor support structure in the sandy soil layer are solved, and the continuous soil layer around the anchor body is achieved Liquefaction and drainage, easy to use.
Patent Information
- Application Number
- CN202421248846.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-03
- Publication Date
- 2025-02-11
- Estimated Expiration
- 2034-06-03
AI Technical Summary
When the existing anchor support structure is constructed in sandy soil, there are problems such as insufficient compressive strength, insufficient anchoring force, difficulty in making holes, poor construction controllability and easy airbag damage. In addition, the traditional vibration precipitation anchor device is It is troublesome to use and is not conducive to large-scale use.
A vibration precipitation anchor device is designed, including an anchor body and a vibrator. The anchor body is provided with a guide part, a water inlet filter part, a vibration part, an extension part and a pole tail from front to back, and a water channel and a vibration part are provided. The cavity and the line channel, the vibrator is located in the vibration cavity, the power supply line passes out through the line channel, and the water pumping assembly is connected to the tail of the rod to achieve continuous drainage.
By separating the vibrating part of the anchor body into a water channel and a vibration chamber, and providing a separate line channel, the vibrator can continuously operate, so that the sandy soil layer around the anchor body liquefies and continuously generates free water, through the water pumping assembly Directly drain the water to achieve continuous drainage operation, which is simple and convenient to use.
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Figure CN222456154U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of anchor rods, and more specifically relates to a vibration dewatering anchor rod device. Background Art
[0002] As the scale and depth of foundation pit projects increase, construction difficulties and engineering accidents are gradually increasing. Especially for areas with mainly sandy soil, the physical and mechanical properties of the soil layer are extremely poor, and the strength and stability of the soil layer are easily affected by the water content, making the safety and quality issues of deep foundation pit construction become very urgent and prominent.
[0003] Slope and deep foundation pit excavation support projects have always received great attention. Traditional support structures cannot meet the safety level requirements of deep foundation pit support. In recent years, anchor support structures such as grouting anchors, self-drilling anchors, high-pressure jet expansion anchors, and bladder expansion anchors have been developed. Although the above-mentioned anchor support structures have achieved certain results in construction technology and support effects, many problems will arise in actual applications. The grouting body of the grouting anchor is insufficient in compressive strength and cannot be recycled. The self-drilling anchor has insufficient anchoring force. The high-pressure jet expansion anchor is difficult to drill a hole. The bladder expansion anchor has poor construction controllability and the airbag is easily damaged.
[0004] At present, deep foundation pit drainage is one of the most effective measures to improve soil strength and slope stability in the treatment of weak slopes. Pipe wells are usually used for foundation pit dewatering, but when pumping water from sandy soil layers, a large amount of sand is lost, resulting in weak zones around the pipe wells, which poses a huge safety hazard to the foundation. In recent years, technicians have begun to study the combination of anchoring technology and foundation pit drainage to achieve dual treatment of weak slopes. A drainage composite self-drilling tire string anchor support structure is disclosed in the patent application number 201420805558.2. The structure can effectively provide anchoring force, but the soil layer is easily disturbed during the construction of the drainage board, and the structure of the self-drilling tire string anchor is complex, and the manufacturing process and cost are high. The drainage measures and the support structure in the support structure are independent of each other, which not only affects the construction progress, but also increases the difficulty of construction. A vibration drainage anchor support structure for sandy soil layers, with a publication number of CN212104106U in China, comprises a vibration drainage anchor, a siphon drainage device and a variable frequency vibration device; the vibration drainage anchor comprises a spiral drill tip, a water filter pipe, a hollow steel pipe, a tail steel pipe, a vibration head and a conductor, the spiral drill tip, the water filter pipe, the hollow steel pipe and the tail steel pipe are connected in sequence by threads, a plurality of water filter holes are arranged on the water filter pipe, and a one-way permeable geotextile is tied on the surface of the water filter holes; the vibration drainage anchor is drilled into the slope surface according to the drilling angle, a lattice frame and a retaining plate are arranged on the slope surface of the foundation pit with the anchor as the axis, and the tail end of the tail steel pipe of the vibration drainage anchor is fixed on the lattice frame.
[0005] This technical solution utilizes the characteristic that sandy soil is easily liquefied by vibration. A vibrating head is inserted into the anchor rod body to drive the anchor rod to resonate, thereby achieving liquefaction of the sandy soil layer within a certain radial range of the anchor rod to produce free water, and the free water flows to the anchor rod and is discharged, thereby achieving the purpose of reinforcing the sand layer. However, in actual use, after the device vibrates and destroys the sand layer, it is necessary to pull the vibrating head out of the anchor rod, insert a siphon tube and start the water pump. Due to the step of pulling out the vibrating head, the device is more troublesome in actual use and is not conducive to large-scale use. Utility Model Content
[0006] The utility model aims to provide a vibration dewatering anchor device to solve the above technical problems existing in the prior art.
[0007] To achieve the above-mentioned purpose, the technical solution adopted by the utility model is: to provide a vibration dewatering anchor rod device, including an anchor rod body and a vibrator, the anchor rod body is provided with a guide part, a water inlet filter part, a vibrating part, an extension part and a rod tail part from front to back, and a water channel, a vibration cavity and a wire channel are provided on the anchor rod body, the water channel extends from the water inlet filter part to the rod tail part, the vibration cavity is arranged in the vibrating part, the wire channel extends from the extension part to the rod tail part and is connected with the vibrating part, and the rod tail part is used to connect with the pumping assembly; the vibrator is arranged in the vibration cavity, and the power supply line of the vibrator passes through the wire channel.
[0008] In combination with the above technical solution, in a possible implementation, the vibrator includes a base, a motor, an eccentric wheel and a counterweight, the base is fixedly connected to the inner wall of the vibration chamber; the motor is connected to the base; the eccentric wheel is connected to the power output shaft of the motor; and the counterweight is connected to the eccentric wheel.
[0009] In combination with the above technical solution, in a possible implementation, the motor is a dual-axis motor, and there are two eccentric wheels and two counterweights, which are respectively connected to two power output shafts of the dual-axis motor; a plurality of vibrators are arranged in the vibration chamber.
[0010] In combination with the above technical solution, in a possible implementation method, a water inlet hole is provided on the side wall of the water inlet filter part, and filter material is provided inside; the guide part is a pointed structure; the rear end of the rod tail is provided with an internal thread and an external thread, the internal thread is used to connect with the pumping assembly, and the external thread is used to connect with the anchor.
[0011] In combination with the above technical solution, in a possible implementation, the guide portion, the water inlet filter portion, the vibration portion, the extension portion and the rod tail portion of the anchor rod body are separate structures.
[0012] In combination with the above technical solution, in a possible implementation method, the guide part and the water inlet filter part, and the water inlet filter part and the vibration part are connected by a threaded structure; the vibration part and the extension part, and the extension part and the rod tail are connected by a snap-fit structure.
[0013] In combination with the above technical scheme, in a possible implementation method, the end of the vibrating part, the extension part or the rod tail used for active engagement is the first engagement end, and the end of the vibrating part, the extension part or the rod tail used for passive engagement is the second engagement end. The engagement structure includes an inner joint, a first end sealing plate, a connecting sleeve and a second end sealing plate. The inner joint is arranged on the water channel of the first engagement end, and a clamping block is provided on the outer wall; the first end sealing plate is arranged on the wire channel of the first engagement end, and a first wire passing hole connected to the wire channel is provided; the connecting sleeve is arranged on the water channel of the second engagement end, and a clamping groove cooperating with the clamping block is provided on the outer wall; the second end sealing plate is arranged on the wire channel of the second engagement end, and a second wire passing hole connected to the wire channel is provided.
[0014] In combination with the above technical solution, in a possible implementation, the locking structure further includes an elastic sealing pad, and the elastic sealing pad is arranged between the first end sealing plate and the second end sealing plate.
[0015] In combination with the above technical solution, in a possible implementation, the vibration dewatering anchor rod device also includes a pumping assembly, and the pumping assembly is connected to the tail of the rod.
[0016] In combination with the above technical solution, in a possible implementation, the water pumping assembly includes a water suction pipe and a pump, the water suction pipe is connected to the tail of the rod; the pump is connected to the water suction pipe.
[0017] The beneficial effect of the vibration dewatering anchor device provided by the utility model is that compared with the prior art, the utility model separates the vibrating part of the anchor body into a water channel and a vibration chamber, and provides a separate wire channel, so that the vibrator can run continuously, so that the sandy soil layer around the anchor body is liquefied to continuously generate free water, and the water is directly discharged through the pumping assembly, thereby realizing continuous drainage operations, and the use is simple and convenient. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative labor.
[0019] Figure 1 A schematic diagram of the three-dimensional structure of the vibration dewatering anchor device provided by the utility model;
[0020] Figure 2 for Figure 1 A schematic diagram of the structure enlargement at the center A;
[0021] Figure 3A schematic diagram of the explosion structure of the vibration dewatering anchor device provided by the utility model;
[0022] Figure 4 for Figure 3 A schematic diagram of the structure enlarged at B in the middle;
[0023] Figure 5 A schematic diagram of the longitudinal cross-sectional structure of the extension portion of the vibration dewatering anchor device provided by the utility model;
[0024] Figure 6 A schematic diagram of the longitudinal cross-sectional structure of the vibrating portion of the vibrating dewatering anchor device provided by the utility model;
[0025] Figure 7 The utility model provides a structural schematic diagram of a vibrator of a vibration dewatering anchor device.
[0026] Among them, the reference numerals in the figures are as follows:
[0027] 10. Guide part;
[0028] 20. Water inlet filtration unit;
[0029] 30. Vibration part; 31. Water channel; 32. Vibration chamber; 33. Line channel;
[0030] 40. Extension;
[0031] 50. Rod tail;
[0032] 60. vibrator; 61. base; 62. motor; 63. eccentric wheel; 64. counterweight;
[0033] 70. Pumping assembly; 71. Suction pipe; 72. Pump;
[0034] 81. inner joint; 82. clamping block; 83. first end sealing plate; 84. first wire hole; 85. connecting sleeve; 86. clamping groove; 87. second end sealing plate; 88. second wire hole;
[0035] 90. Anchor. DETAILED DESCRIPTION
[0036] In order to make the technical problems, technical solutions and beneficial effects to be solved by the utility model clearer, the utility model is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the described embodiments are only part of the embodiments of the present application, not all of the embodiments, and the specific embodiments described herein are only used to explain the utility model and are not used to limit the utility model. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of this application.
[0037] It should be further explained that the drawings and implementation modes of the present invention mainly describe the concept of the present invention. On the basis of this concept, some specific forms and settings of connection relationships, positional relationships, power mechanisms, power supply systems, hydraulic systems and control systems may not be fully described. However, on the premise that those skilled in the art understand the concept of the present invention, those skilled in the art can implement the above-mentioned specific forms and settings in a well-known manner.
[0038] When an element is referred to as being "fixed to" or "disposed on" another element, it may be directly on the other element or indirectly on the other element. When an element is referred to as being "connected to" another element, it may be directly connected to the other element or indirectly connected to the other element.
[0039] The terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include one or more of the features. In the description of the present utility model, "multiple" means two or more, and "several" means one or more, unless otherwise clearly and specifically defined.
[0040] The vibration dewatering anchor rod device provided by the utility model is now described.
[0041] like Figures 1 to 7 As shown, the first embodiment of the utility model provides a vibration dewatering anchor device, including an anchor body and a vibrator 60. The anchor body is provided with a guide portion 10, a water inlet filter portion 20, a vibration portion 30, an extension portion 40 and a rod tail portion 50 from front to back. The anchor body is provided with a water channel 31, a vibration cavity 32 and a wire channel 33. The water channel extends from the water inlet filter portion 20 to the rod tail portion 50, the vibration cavity is provided in the vibration portion 30, the wire channel extends from the extension portion 40 to the rod tail portion 50 and is connected with the vibration portion 30, and the rod tail portion 50 is used to connect with the pumping assembly 70; the vibrator 60 is provided in the vibration cavity, and the power supply line of the vibrator passes through the wire channel.
[0042] Among them, the guide part 10 of the anchor rod body is used to facilitate the installation and guidance of the anchor rod; the water inlet filter part 20 is used to filter the water in the soil layer to avoid blockage of the water channel; the vibration part 30 is used to apply vibration to the surrounding soil layer to facilitate the liquefaction of the surrounding sandy soil layer and continuously produce free water; the extension part 40 is used to meet the length requirement of the entire anchor rod, so that the vibration part 30 can be installed to a preset depth; the rod tail 50 is used to connect with the pumping assembly 70 and other supporting structures to enhance the overall stability.
[0043] When in use, the anchor rod is directly inserted into the soil layer, the rod tail 50 of the anchor rod body is connected to the pumping assembly 70, and the power supply line of the vibrator is connected to the power supply, and then the power supply and the pumping assembly 70 are started, and the water can be discharged while vibrating out the water.
[0044] Compared with the prior art, the vibration dewatering anchor device provided in this embodiment divides the vibration part 30 of the anchor body into a water channel 31 and a vibration chamber 32, and provides a separate wire channel 33. This allows the vibrator to run continuously, so that the sandy soil layer around the anchor body is liquefied to continuously generate free water, and the water is directly discharged through the pumping assembly 70, thereby realizing continuous drainage operations. The device is simple and convenient to use.
[0045] like Figures 1 to 7 As shown, the utility model provides a specific implementation method based on the first implementation method as follows.
[0046] The vibrator 60 can be any device or module that can provide vibration. Figure 6 and Figure 7 As shown, in some specific embodiments, the vibrator 60 includes a base 61, a motor 62, an eccentric wheel 63 and a counterweight 64. The base 61 is fixedly connected to the inner wall of the vibration chamber 32; the motor 62 is connected to the base 61; the eccentric wheel 63 is connected to the power output shaft of the motor 62; and the counterweight 64 is connected to the eccentric wheel 63. Further, in order to improve the vibration efficiency, the motor 62 is a dual-axis motor, and the eccentric wheel 63 and the counterweight 64 are both two, and are respectively connected to the two power output shafts of the dual-axis motor; a plurality of vibrators 60 are arranged in the vibration chamber 32, so as to use more and smaller vibrators to ensure the vibration effect.
[0047] Specifically, the guide portion 10 is a pointed structure to facilitate the insertion of the anchor rod; if drilling insertion is required, a spiral blade can be provided on the outside of the guide portion 10 .
[0048] A water inlet hole is provided on the side wall of the water inlet filter 20, and filter material is provided inside to prevent excessive external soil particles from entering the water channel. At the same time, the outside of the water inlet filter 20 can be covered with geotextile for coarse filtration.
[0049] like Figures 3 to 7 As shown, the guide portion 10, the water inlet filter portion 20, the vibration portion 30, the extension portion 40 and the rod tail portion 50 of the anchor rod body are separate structures.
[0050] For ease of use, the guide part 10 and the water inlet filter part 20, as well as the water inlet filter part 20 and the vibration part 30 are connected by a threaded structure to ensure the connection strength; the vibration part 30 and the extension part 40, as well as the extension part 40 and the rod tail part 50 are connected by a snap-fit structure to facilitate wire passing.
[0051] Specifically, one end of the vibrating part 30, the extension part 40 or the rod tail 50 for active engagement is the first engagement end, and one end of the vibrating part 30, the extension part 40 or the rod tail 50 for passive engagement is the second engagement end. The engagement structure includes an inner joint 81, a first end sealing plate 83, a connecting sleeve 85 and a second end sealing plate 87. The inner joint 81 is arranged on the water channel 31 of the first engagement end, and a clamping block 82 is arranged on the outer wall; the first end sealing plate 83 is arranged on the wire channel 33 of the first engagement end, and a first wire hole 84 communicating with the wire channel 33 is arranged; the connecting sleeve 85 is arranged on the water channel 31 of the second engagement end, and a clamping groove 86 cooperating with the clamping block 82 is arranged on the outer wall; the second end sealing plate 87 is arranged on the wire channel 33 of the second engagement end, and a second wire hole 88 communicating with the wire channel 33 is arranged. Preferably, the clamping groove 86 has a vertical groove and a horizontal groove, and the horizontal groove is slightly inwardly inclined.
[0052] In order to improve the reliability and sealing of the connection, a spring washer is also provided on the threaded structure, and the clamping structure also includes an elastic sealing pad, which is arranged between the first end sealing plate 83 and the second end sealing plate 87 to prevent water in the soil layer from entering the wire channel. In this way, elasticity can be provided by the spring washer and the elastic sealing pad to prevent the connection from loosening due to vibration.
[0053] During installation and docking, first select the guide part 10, water inlet filter part 20, vibrating part 30, extension part 40 and rod tail part 50 of appropriate specifications and lengths, and pass the power supply line of the vibrator through the first wire hole 84 and the second wire hole 88 of the snap-fit structure between the vibrating part 30, the extension part 40 and the rod tail part 50 along the direction of the wire channel, and pass it out from the rear end of the rod tail part 50, and then connect the guide part 10, water inlet filter part 20 and vibrating part 30 through the threaded structure, and connect the vibrating part 30, the extension part 40 and the rod tail part 50 through the snap-fit structure. When the snap-fit structure is connected, ensure that the corresponding first wire hole 84 and second wire hole 88 are aligned.
[0054] When the snap-fit structure is connected, the elastic sealing pad is put on the inner joint 81, and the clamping block 82 is aligned with the vertical groove of the clamping groove 86, and the inner joint 81 is inserted into the connecting sleeve 85, so that the clamping block 82 slides into the horizontal groove of the clamping groove 86, and then the two parts of the joint are relatively rotated so that the clamping block 82 slides into the bottom end of the horizontal groove. When it is necessary to disassemble, the operation can be reversed.
[0055] like Figure 1 As shown, in some specific embodiments, the vibration dewatering anchor device further includes a pumping assembly 70, which is connected to the rod tail 50. Specifically, the pumping assembly 70 includes a suction pipe 71 and a pump 72, the suction pipe 71 is connected to the rod tail 50; the pump 72 is connected to the suction pipe 71.
[0056] In some specific embodiments, the rear end of the rod tail 50 is provided with an internal thread and an external thread, the internal thread is used to connect with the pumping assembly 70, and the external thread is used to connect with the anchor 90, and the anchor 90 is used to connect with the external support structure. The rod tail 50 and the water suction pipe 71 can be directly and tightly connected, so that the negative pressure of the pump 72 can be used to assist the drainage of the soil layer. The rod tail 50 and the water suction pipe 71 can also be connected by inserting the water suction pipe 71 into the vibration part 30 along the water channel, and making the rear end of the rod tail 50 communicate with the outside world, so that air can be taken in, and the water in the water channel can be directly sucked out by the water suction pipe 71.
[0057] In a specific embodiment, when in use, the guide part 10, the water inlet filter part 20, the vibrating part 30, the extension part 40 and the rod tail part 50 of suitable specifications and lengths are selected and firmly connected, and then a drilling rig, an excavator or a hydraulic jacking equipment is used to drive the connected anchor rods into the slope of the foundation pit according to the drilling inclination and direction required by the design, a lattice frame and a retaining plate are set on the slope of the foundation pit, and the tail of the rod tail part 50 is fixed on the lattice frame and connected to a section of suction pipe 71, and then the anchor 90 is tied with steel wire, and then the formwork is supported, concrete is poured, the construction of the lattice frame and the retaining plate is completed, and the anchor rod is fixed; after the concrete has formed strength, the suction pipe 71 is connected to the pump 72, and the pump 72 and the vibrator are started to drain the soil layer.
[0058] The above are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
Claims
1. A vibration dewatering anchor device, characterized in that: include: An anchor rod body is provided with a guide portion (10), a water inlet filter portion (20), a vibration portion (30), an extension portion (40) and a rod tail portion (50) in sequence from front to back, and a water channel (31), a vibration cavity (32) and a wire channel (33) are provided on the anchor rod body, the water channel extends from the water inlet filter portion (20) to the rod tail portion (50), the vibration cavity is provided in the vibration portion (30), the wire channel extends from the extension portion (40) to the rod tail portion (50) and is in communication with the vibration portion (30), and the rod tail portion (50) is used to be connected to a water pumping assembly (70); A vibrator (60) is arranged in the vibration cavity, and a power supply line of the vibrator passes through the line channel.
2. The vibration dewatering anchor device according to claim 1, characterized in that: The vibrator (60) comprises: A machine base (61) fixedly connected to the inner wall of the vibration chamber (32); A motor (62) connected to the base (61); An eccentric wheel (63) connected to a power output shaft of the motor (62); A counterweight block (64) is connected to the eccentric wheel (63).
3. The vibration dewatering anchor device according to claim 2, characterized in that: The motor (62) is a dual-shaft motor, and there are two eccentric wheels (63) and two counterweights (64), which are respectively connected to two power output shafts of the dual-shaft motor; a plurality of vibrators (60) are arranged in the vibration chamber (32).
4. The vibration dewatering anchor device according to claim 1, characterized in that: The side wall of the water inlet filter (20) is provided with a water inlet hole, and filter material is provided inside; the guide part (10) is a pointed structure; the rear end of the rod tail (50) is provided with an internal thread and an external thread, the internal thread is used to connect with the pumping assembly (70), and the external thread is used to connect with the anchor (90).
5. The vibration dewatering anchor device according to claim 1, characterized in that: The guide portion (10), the water inlet filter portion (20), the vibration portion (30), the extension portion (40) and the rod tail portion (50) of the anchor rod body are separate structures.
6. The vibration dewatering anchor device according to claim 5, characterized in that: The guide portion (10) and the water inlet filter portion (20), and the water inlet filter portion (20) and the vibration portion (30) are connected via a threaded structure; the vibration portion (30) and the extension portion (40), and the extension portion (40) and the rod tail portion (50) are connected via a snap-fit structure.
7. The vibration dewatering anchor device according to claim 6, characterized in that: One end of the vibrating portion (30), the extending portion (40) or the rod tail portion (50) used for active engagement is a first engagement end, and one end of the vibrating portion (30), the extending portion (40) or the rod tail portion (50) used for passive engagement is a second engagement end. The engagement structure comprises: An inner joint (81) is arranged on the water channel (31) of the first joint end, and a clamping block (82) is arranged on the outer wall; A first end sealing plate (83) is disposed on the wire channel (33) of the first joint end and is provided with a first wire hole (84) communicating with the wire channel (33); A connecting sleeve (85) is arranged on the water channel (31) of the second joint end, and a card slot (86) is provided on the outer wall thereof to cooperate with the card block (82); The second end sealing plate (87) is arranged on the wire channel (33) of the second joint end and is provided with a second wire passing hole (88) communicating with the wire channel (33).
8. The vibration dewatering anchor device according to claim 7, characterized in that: The clamping structure further comprises an elastic sealing pad, and the elastic sealing pad is arranged between the first end sealing plate (83) and the second end sealing plate (87).
9. The vibration dewatering anchor device according to claim 1, characterized in that: The vibration dewatering anchor rod device further comprises a water pumping assembly (70), and the water pumping assembly (70) is connected to the rod tail (50).
10. The vibration dewatering anchor device according to claim 9, characterized in that: The pumping assembly (70) comprises: A water suction pipe (71) connected to the rod tail (50); A pump (72) is connected to the water suction pipe (71).
Citation Information
Patent Citations
Draining composite supporting structure with self-drilling tire tandem type anchor rods
CN204343307U
Vibration drainage anchor rod supporting structure for sand soil layer
CN212104106U