Anchor rod tension detection auxiliary device capable of adapting to complex slope form

The flexible anchor fixture system addresses the challenge of unstable anchoring on complex slopes by using adjustable components for precise force detection, ensuring accurate results.

CN223107473UActive Publication Date: 2025-07-15HUBEI EXI GEOLOGY BASIC ENG CO
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Patent Information

Application Number
CN202421994019.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-16
Publication Date
2025-07-15
Estimated Expiration
2034-08-16

AI Technical Summary

Technical Problem

The anchor rod is unstable under complex slope patterns, resulting in inaccurate tensile detection results.

Method used

An anchor tensile detection auxiliary device that can adapt to complex slope forms is designed, including a fixed assembly consisting of a support member, a spherical gimbal, a needle-carved foot and a threaded cross beam. By adjusting the length and angle of the support member, the stability of the anchor head on the surface of the complex slope is ensured.

Benefits of technology

It improves the accuracy and efficiency of anchor tension detection, and can achieve stable fixed and precise tension detection under complex slope conditions.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses an anchor rod tension detection auxiliary device with high adaptability for various complex side slope forms, which relates to the technical field of geotechnical engineering equipment, and comprises an anchor rod end detection anchor head embedded on the surface of a side slope, a hook anchor rod is connected outside the detection anchor head, the hook anchor rod is connected with a fixing assembly in a penetrating manner, and the fixing assembly is fixedly connected with the anchor rod. The lower part of the fixing assembly is fixedly connected with a supporting piece, the lower part of the supporting piece is provided with a needle-carved vertical foot, and a spherical holder is arranged above the needle-carved vertical foot, so that the fixing assembly can assist detection anchor heads on various complex side slope surfaces in tension detection; when the anchor rod tension detection device is used, through the arrangement of the supporting pieces and the needle carving stand feet, the problems that a traditional anchor rod tension detection result is large in difference, a monitoring device is poor in adaptability, the rock-soil body slope shape is complex, and the work development efficiency is low are solved, and the efficiency of in-situ test work such as tension detection is improved; the detection device has the characteristics of stable installation, accurate detection result and high adaptability.
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Description

Technical Field

[0001] The utility model relates to the technical field of geotechnical engineering equipment, in particular to an auxiliary device for detecting the tensile force of anchor bolts adaptable to complex slope forms. Background Technique

[0002] As one of the main forms of protection and support for engineering slope protection, anchor bolts play an important role in the enclosure and reinforcement of geotechnical engineering. For slope surface protection, shotcrete with wire mesh support, shotcrete with wire mesh slope protection, etc. are often used. Such measures are mainly used to protect the rock weathering spalling, crumbling and a small amount of rockfall on the excavated slope surface. For unstable slopes, they are first supported and then protected. Therefore, the mechanical properties of anchor bolts will directly affect the effect of engineering slope protection; when detecting the anchor bolts, factors such as geological conditions, engineering characteristics, construction technology, etc. need to be considered, and the detection device should be reasonably selected to obtain the correct detection result.

[0003] When detecting the tensile force of anchor bolts, the anchor head of the anchor bolt needs to be connected to the anchor. However, when the anchor holds the anchor bolt, the anchor may not be stably installed on various complex slopes, resulting in unstable clamping of the anchor bolt, making the detection result of the tensile force of the anchor bolt inaccurate. To solve the above problems, an auxiliary device for detecting the tensile force of anchor bolts adaptable to complex slope forms is proposed in this application. Content of the Utility Model

[0004] (I) Purpose of the Utility Model

[0005] To solve the technical problems in the background technique, the utility model proposes an auxiliary device for detecting the tensile force of anchor bolts adaptable to complex slope forms, which can flexibly adjust the length, angle and the shape of the contact surface of the foot of the anchor fixing component according to different engineering requirements to meet the tensile force detection environment of the anchor head of the anchor bolt in different slope structures. At the same time, the device can continuously ensure that the force on the anchor head of the anchor bolt is axial, and has the advantages of improving the accuracy and efficiency of tensile force detection.

[0006] (II) Technical Solution

[0007] The utility model provides an auxiliary device for detecting the tensile force of anchor bolts adaptable to complex slope forms, including an anchor bolt buried on the surface of the slope and a detection anchor head at the end of the anchor bolt. A hook anchor bolt is hung outside the detection anchor head. A bearing plate through which the hook anchor bolt passes is arranged on the hook anchor bolt. A fixing component is arranged below the bearing plate. A jack located outside the hook anchor bolt is arranged at the upper end of the bearing plate. The input end of the jack is communicated with an oil pump;

[0008] The fixing component is composed of a support, a spherical cloud platform, a needle-carved foot and a threaded cross beam;

[0009] The support is arranged at the lower end of the bearing plate, the threaded cross beam is arranged on the support, the needle carving foot is arranged below the support, and the spherical cloud platform is arranged between the support and the needle carving foot, so that the whole fixing component can adapt to the complex slope surface and assist in detecting the anchor head tension.

[0010] Preferably, the whole support is cylindrical and is composed of four threaded steel bars, high-strength bolts and two-section telescopic steel pipes. The tops of the four threaded steel bars are symmetrically welded to the four corners of the bottom surface of the bearing plate, and the bottoms of the threaded steel bars are threadedly connected to the two-section telescopic steel pipes through high-strength bolts.

[0011] Preferably, the two-section telescopic steel pipe is composed of a cylindrical hollow threaded steel pipe and a cylindrical solid threaded steel bar. The top of the solid threaded steel bar is welded to the bottom of the high-strength bolt. The number of the threaded cross beams is two, and the two threaded cross beams are located between the front and rear threaded steel bars.

[0012] Preferably, the solid threaded steel bar is cylindrical, and the outer wall of the solid threaded steel bar is spliced by half thread and half smooth surface, and is rotationally connected to the hollow threaded steel pipe through the thread. The hollow threaded steel pipe is cylindrical, and the inner wall of the hollow threaded steel pipe is spliced by half smooth surface and half thread, and is adapted to the thread on the outer surface of the solid threaded steel bar.

[0013] Preferably, a detachable arc-shaped chute block is rotatably connected to the outside of the spherical cloud platform. Grooves are arranged on both sides of the chute block. The upper surface of the chute block is circular, and a threaded connection hole is opened at the top of the chute block. A fixing sleeve is sleeved outside the chute block, and the chute block is placed in the cylindrical fixing sleeve. Screws for connection are arranged on both sides of the fixing sleeve.

[0014] Preferably, a connecting block located on the chute block is arranged above the fixing sleeve. The connecting block is cylindrical, and a through threaded hole is arranged in the middle of the connecting block. The whole spherical cloud platform is a regular sphere, solid and smooth on the surface.

[0015] Preferably, the needle carving foot is an isosceles trapezoid columnar body. A thin plate is fixedly connected to the lower end of the needle carving foot. A number of circular holes are opened in the middle of the thin plate and are evenly distributed. The diameter of the circular holes is 1 mm.

[0016] Preferably, a number of thin needles penetrating through the circular holes are arranged in the circular holes of the thin plate. The lengths of the a number of thin needles are the same, and the length of the thin needles is the same as the height of the needle carving foot. The middle of the thin needle is a cylindrical shape with a diameter less than 1 mm, and both ends are spherical tops with a diameter of 2 mm.

[0017] Compared with the prior art, the above technical solution of the present utility model has the following beneficial technical effects:

[0018] 1. The auxiliary device for detecting the tensile force of anchor bolts adaptable to complex slope forms adjusts the height of the fixing component by adjusting the two-section telescopic steel pipe on the support member, and can be conveniently adjusted on the surface of complex slopes to assist the use of the anchor bolt tensile force detection device. The bottom of the two-section telescopic steel pipe is stably connected to the needle carving foot through a bolt and a spherical cloud platform, so that the fixing component can assist the detection anchor head on the surface of various complex slopes to conduct tensile force detection.

[0019] 2. The auxiliary device for detecting the tensile force of anchor bolts adaptable to complex slope forms can meet the stability requirements for detecting the tensile force of anchor bolts under various complex slope conditions through the auxiliary support member, the spherical cloud platform and the needle carving foot, making the fixing process of the anchor bolt tensile force detection device more accurate and efficient, and improving the accuracy of the anchor bolt tensile force detection result. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 is the overall structure plan view of the present utility model;

[0021] Figure 2 is the schematic diagram of the fixing component of the present utility model;

[0022] Figure 3 is the enlarged view of part A in the present utility model Figure 2 ;

[0023] Figure 4 is the schematic side structure diagram of the solid threaded steel rod of the present utility model;

[0024] Figure 5 is the schematic diagram of the spherical cloud platform of the present utility model;

[0025] Figure 6 is the present utility model Figure 2 the enlarged view of part B in.

[0026] Reference numerals: 1, slope surface; 2, anchor bolt; 3, detection anchor head; 4, hook anchor bolt; 5, fixing component; 6, bearing plate; 7, jack; 8, oil pump; 9, support member; 10, threaded cross beam; 11, needle carving foot; 12, spherical cloud platform; 901, threaded steel rod; 902, two-section telescopic steel pipe; 903, high-strength bolt; 904, hollow threaded steel pipe; 905, solid threaded steel rod; 1101, thin plate; 1102, fine needle; 1103, spherical top; 1201, chute block; 1202, fixing sleeve; 1203, screw rivet; 1204, connecting block. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0027] To make the objectives, technical solutions and advantages of the present utility model clearer and more understandable, the present utility model will be further described in detail below in conjunction with specific embodiments and with reference to the accompanying drawings. It should be understood that these descriptions are merely exemplary and are not intended to limit the scope of the present utility model. In addition, in the following descriptions, the descriptions of well-known structures and technologies are omitted to avoid unnecessarily confusing the concepts of the present utility model.

[0028] In the description of the utility model, it should be noted that the orientation or positional relationship indicated by the terms "upper", "lower", "inner", "outer", "front end", "rear end", "both ends", "one end", "the other end", etc. is based on the orientation or positional relationship shown in the drawings. It is only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the present utility model. In addition, the terms "first" and "second" are only used for descriptive purposes and cannot be construed as indicating or implying relative importance.

[0029] In the description of the utility model, it should be noted that unless otherwise clearly specified and defined, the terms "installed", "provided with", "connected", etc. should be understood in a broad sense. For example, "connected" can be a fixed connection, such as welding, riveting, bonding, etc., or a detachable connection, such as threaded connection, key connection, pin connection, etc., or an integral connection; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium, and it can be the communication inside two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to specific circumstances.

[0030] As Figures 1-6 shown, an auxiliary device for detecting the tensile force of an anchor rod adaptable to complex slope forms proposed by the present utility model includes an anchor rod 2 buried on the surface 1 of the slope and a detection anchor head 3 located at the end of the anchor rod 2. A hook anchor rod 4 is hung outside the detection anchor head 3. A bearing plate 6 through which the hook anchor rod 4 passes is provided on the hook anchor rod 4. A fixing assembly 5 is provided below the bearing plate 6. A jack 7 located outside the hook anchor rod 4 is provided at the upper end of the bearing plate 6. The input end of the jack 7 is communicated with an oil pump 8, and the oil pump 8 is used to drive the jack 7 to jack up the hook anchor rod 4.

[0031] It should be noted that the size and length of the hook anchor rod 4 are determined according to the total height of the fixing assembly 5 and the distance between the detection anchor head 3, and the driving method of the oil pump 8 is a conventional driving method in the prior art, so it will not be described in detail in the text.

[0032] In an alternative embodiment, the fixing assembly 5 includes a support member 9, a spherical cloud platform 12, a needle carving foot 11 and a threaded cross beam 10;

[0033] The support member 9 is arranged at the lower end of the bearing plate 6, the threaded cross beam 10 is arranged on the support member 9, the needle carving foot 11 is arranged below the support member 9, and the spherical pan-tilt 12 is arranged between the support member 9 and the needle carving foot 11, so that the whole fixing assembly 5 can adapt to the complex slope surface 1 and assist in detecting the tension of the anchor head 3.

[0034] In an alternative embodiment, the whole support member 9 is cylindrical. The support member 9 is composed of four threaded steel bars 901, high-strength bolts 903 and two-section telescopic steel pipes 902. The tops of the four threaded steel bars 901 are symmetrically welded to the four corners of the bottom surface of the bearing plate 6, and the bottoms of the threaded steel bars 901 are threadedly connected to the two-section telescopic steel pipes 902 through the high-strength bolts 903, enabling workers to freely add or remove the two-section telescopic steel pipes 902 according to actual usage conditions, and the structure and function of the fixing assembly 5 will not be affected.

[0035] The two-section telescopic steel pipe 902 is composed of a cylindrical hollow threaded steel pipe 904 and a cylindrical solid threaded steel bar 905. The top of the solid threaded steel bar 905 is welded to the bottom of the high-strength bolt 903, enabling the two-section telescopic steel pipe 902 to be telescopic.

[0036] It should be noted that the number of the threaded cross beams 10 is two. The two threaded cross beams 10 are located between the front and rear threaded steel bars 901. The solid threaded steel bar 905 is cylindrical, and the outer wall of the solid threaded steel bar 905 is spliced by half thread and half smooth surface, and its outer wall is rotationally connected to the hollow threaded steel pipe 904 through the thread. The hollow threaded steel pipe 904 is cylindrical, and the inner wall of the hollow threaded steel pipe 904 is spliced by half smooth surface and half thread, and is adapted to the external thread of the solid threaded steel bar 905.

[0037] In this embodiment, when it is necessary to adjust the total length of the support member 9 by adjusting the two-section telescopic steel pipe 902, the total length of the support member 9 is adjusted by rotating and adjusting the hollow threaded steel pipe 904. When it rotates until the smooth surfaces of the solid threaded steel bar 905 and the hollow threaded steel pipe 904 are in contact, when rotating clockwise, the solid threaded steel bar 905 will be screwed up along the thread to shorten the length. After directly sliding down along the smooth surface to the ideal length and then rotating the solid threaded steel bar 905 counterclockwise, the extended section will be screwed up, thereby realizing the adjustment of the telescopic length.

[0038] In an alternative embodiment, a detachable arc-shaped chute block 1201 is rotatably connected to the outer side of the spherical pan-tilt 12. Grooves are formed on both sides of the chute block 1201. The upper surface of the chute block 1201 is circular, and a threaded connection hole is formed at the top of the chute block 1201. A fixing sleeve 1202 is sleeved on the outer side of the chute block 1201. The chute block 1201 is placed in the cylindrical fixing sleeve 1202. Rivets 1203 for connection are provided on both sides of the fixing sleeve 1202. A connection block 1204 located on the chute block 1201 is provided above the fixing sleeve 1202.

[0039] It should be noted that the connection block 1204 is cylindrical, and a through threaded hole is formed in the middle of the connection block 1204. The entire spherical pan-tilt 12 is a regular spherical shape, with a solid sphere and a smooth surface.

[0040] In this embodiment, since a through threaded hole is formed in the middle of the connection block 1204, it can be respectively fastened to the bottom of the threaded steel rod 901 and the two-section telescopic steel pipe 902, ensuring that the fixing assembly 5 can adapt to the complex slope surface 1 at any height in multiple angles. By loosening the rivets 1203 on both sides of the fixing sleeve 1202, the spherical pan-tilt 12 can rotate freely in the fixing sleeve 1202. When the rivets 1203 on both sides are tightened, the angle of the spherical pan-tilt 12 is locked and fixed.

[0041] In an alternative embodiment, the needle carving foot 11 is an isosceles trapezoid columnar body. A thin plate 1101 is welded to the lower end of the needle carving foot 11. A number of circular holes are formed in the middle of the thin plate 1101 and are evenly distributed. A number of thin needles 1102 passing through the circular holes are arranged in the circular holes of the thin plate 1101.

[0042] Among them, the diameter of the circular hole is 1 mm. The lengths of the number of thin needles 1102 are the same, and the length of the thin needle 1102 is the same as the height of the needle carving foot 11. The middle of the thin needle 1102 is a cylindrical shape with a diameter less than 1 mm, and both ends are spherical tops 1103 with a diameter of 2 mm.

[0043] In this embodiment, due to the variability of the shapes of various complex slope surfaces 1, several freely movable thin needles 1102 are arranged below the needle carving foot 11, which can be adjusted in time according to the shape of the slope surface 1 contacted by the fixing assembly 5, ensuring that when assisting the detection anchor head 3 to perform the tensile test, the contact between the bottom of the fixing assembly 5 and the slope surface 1 is expanded from the traditional point contact to surface contact, ensuring the high adaptability of the fixing assembly 5 to various complex slope surface 1 shapes and obtaining accurate tensile test values.

[0044] The working principle of the above embodiments is as follows:

[0045] After connecting the hook anchor rod 4 with the detection anchor head 3 and clamping them in the fixing assembly 5, correct the orientation of the entire fixing assembly 5 according to the tension direction of the detection anchor head 3. That is, fix the needle carving standing leg 11 to the bottom of the support member 9 through the spherical cloud platform 12. After adjusting the needle carving standing leg 11 to be perpendicular to the contacted slope surface 1, lock the angle of the spherical cloud platform 12 through the screw rivet 1203. Press the fine needle 1102 in the needle carving standing leg 11 onto the contacted slope surface 1 until it is completely attached and forms a surface contact. The enlarged contact surface can ensure that the fixing assembly 5 remains stable when working on various complex slope surface 1 forms. Through the two-stage telescopic steel pipe 902 on the high-strength bolt 903, adjust the position of the inner wall thread and the smooth surface of the hollow threaded steel pipe 904, rotate and tighten it on the solid threaded steel rod 905. After adjusting the angles of the needle carving standing legs 11 of the four support members 9 in sequence, adjust the total lengths of the support members 9 in sequence according to the slope heights contacted by the four support members 9 and fix them. Tighten the screw rivet 1203 and the high-strength bolt 903 in sequence to assist in carrying out the subsequent tension detection work of the anchor rod 2 by the jack 7, the detection anchor head 3, and the hook anchor rod 4.

[0046] Although the embodiments of the present invention have been shown and described, for those of ordinary skill in the art, it can be understood that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principles and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. An auxiliary device for detecting the tensile force of an anchor rod adaptable to complex slope forms, comprising an anchor rod (2) embedded in the slope surface (1) and a detection anchor head (3) located at the end of the anchor rod (2), wherein a hook anchor rod (4) is hung outside the detection anchor head (3), and it is characterized in that: A bearing plate (6) through which the hook anchor rod (4) passes is provided on the hook anchor rod (4). A fixing assembly (5) is provided below the bearing plate (6). A jack (7) located outside the hook anchor rod (4) is provided at the upper end of the bearing plate (6). The input end of the jack (7) is communicated with an oil pump (8). The fixing assembly (5) is composed of a support member (9), a spherical cloud platform (12), a needle carving foot (11) and a threaded cross beam (10). The support member (9) is provided at the lower end of the bearing plate (6). The threaded cross beam (10) is provided on the support member (9). The needle carving foot (11) is provided below the support member (9). The spherical cloud platform (12) is provided between the support member (9) and the needle carving foot (11), so that the whole fixing assembly (5) can adapt to the complex slope surface (1) and assist in detecting the tension of the anchor head (3).

2. The auxiliary device for detecting the tensile force of an anchor rod adaptable to complex slope forms according to claim 1, wherein The whole support member (9) is cylindrical. The support member (9) is composed of four threaded steel bars (901), high-strength bolts (903) and two-section telescopic steel pipes (902). The tops of the four threaded steel bars (901) are symmetrically welded to the four corners of the bottom surface of the bearing plate (6). The bottom ends of the threaded steel bars (901) are threadedly connected to the two-section telescopic steel pipes (902) through high-strength bolts (903).

3. An auxiliary device for detecting the tensile force of anchor bolts adaptable to complex slope forms according to claim 2, characterized in that, The two-section telescopic steel pipe (902) is composed of a cylindrical hollow threaded steel pipe (904) and a cylindrical solid threaded steel bar (905). The top of the solid threaded steel bar (905) is welded to the bottom of the high-strength bolt (903). The number of the threaded cross beams (10) is two, and the two threaded cross beams (10) are located between the front and rear threaded steel bars (901).

4. An auxiliary device for detecting the tensile force of anchor bolts adaptable to complex slope forms according to claim 3, characterized in that, The solid threaded steel bar (905) is cylindrical. The outer wall of the solid threaded steel bar (905) is spliced by half thread and half smooth surface, and is rotationally connected to the hollow threaded steel pipe (904) through threads. The hollow threaded steel pipe (904) is cylindrical. The inner wall of the hollow threaded steel pipe (904) is spliced by half smooth surface and half thread, and is adapted to the external thread of the solid threaded steel bar (905).

5. The auxiliary device for detecting the tensile force of an anchor rod adaptable to complex slope forms according to claim 1, characterized in that, A detachable arc-shaped chute block (1201) is rotatably connected to the outside of the spherical cloud platform (12). Grooves are provided on both sides of the chute block (1201). The upper surface of the chute block (1201) is circular. A threaded connection hole is provided at the top of the chute block (1201). A fixing sleeve (1202) is sleeved outside the chute block (1201). The chute block (1201) is placed in the cylindrical fixing sleeve (1202), and screw rivets (1203) for connection are provided on both sides of the fixing sleeve (1202).

6. An auxiliary device for detecting the tensile force of anchor bolts adaptable to complex slope forms according to claim 5, characterized in that, A connection block (1204) located on the chute block (1201) is provided above the fixing sleeve (1202). The connection block (1204) is cylindrical, and a through threaded hole is provided in the middle of the connection block (1204). The whole spherical cloud platform (12) is a regular sphere, solid and smooth on the surface.

7. An auxiliary device for detecting the tensile force of anchor bolts adaptable to complex slope forms according to claim 1, characterized in that, The needle carving base (11) is an isosceles trapezoid columnar body. A thin plate (1101) is fixedly connected to the lower end of the needle carving base (11). A number of circular holes are formed in the middle of the thin plate (1101) and are evenly distributed. The diameter of the circular holes is 1 mm.

8. An auxiliary device for detecting the tensile force of anchor bolts adaptable to complex slope forms according to claim 7, characterized in that, A number of thin needles (1102) passing through the circular holes are arranged in the circular holes of the thin plate (1101). The lengths of the number of thin needles (1102) are the same. The length of the thin needles (1102) is the same as the height of the needle carving base (11). The middle of the thin needles (1102) is a columnar shape with a diameter less than 1 mm, and both ends are spherical tops (1103) with a diameter of 2 mm.