Suspension system for full-section anchor cable support forepoling bar and dismounting device of suspension system

Abstract

The utility model discloses a suspension system for a full-section anchor cable support forepoling bar and a dismounting device of the suspension system, the suspension system comprises a plurality of suspension units, and the suspension units are arranged at intervals along the trend of a roadway; a full-section anchor cable support forepoling bar is loaded on each suspension unit; each suspension unit comprises two suspension mechanisms, and the two suspension mechanisms are respectively used for supporting the front end and the rear end of a front canopy which is horizontally arranged; the suspension system disclosed by the utility model can be directly fixed on an anchor cable anchored on a roadway top plate, so that the anchor cable or an anchor rod does not need to be driven again; disturbance to a roadway roof is avoided, so that the forepoling bar can be normally used, and the safety during tunneling and maintenance is ensured.

Description

Technical Field

[0001] This utility model belongs to the field of coal mine production, and in particular relates to a suspension system and dismantling device for a front-end beam supported by a full-section anchor cable. Background Technology

[0002] Due to the special characteristics of the surrounding rock of the roof in a certain coal mine, the anchor mesh support used in some roadways could not meet the requirements, and the anchor cables needed to be used for full-section support. As a result, the original front-end beam lifting rings could not meet the support needs, and the front-end beam could not be used normally. After blasting or tunneling, the face could not be well supported, resulting in accidents caused by falling rocks from the roof and injuring people when personnel were supporting individual structures. Utility Model Content

[0003] The purpose of this invention is to provide a suspension system and dismantling device for a front extension beam supported by full-section anchor cables, so as to solve the problem that the front extension beam cannot be used normally when anchor cables are used for full-section support.

[0004] The present invention adopts the following technical solution: a suspension system for a front extension beam supported by a full-section anchor cable, comprising: multiple suspension units, each suspension unit being spaced apart and arranged along the roadway direction; each suspension unit bearing a front extension beam supported by a full-section anchor cable; each suspension unit including two suspension mechanisms, the two suspension mechanisms being respectively used to support the front end and rear end of the horizontally arranged front extension beam;

[0005] Each of the aforementioned suspension mechanisms includes:

[0006] The lifting ring fixing anchor is fixed to the lower end of the anchor cable that has already extended into the top rock layer of the roadway, and is located below the anchor cable pad and the anchor.

[0007] An arc-shaped ring, the opening of which is positioned facing the lifting ring fixing anchor and welded to the lifting ring fixing anchor;

[0008] Two horizontal load-bearing bars are set horizontally, with their front ends welded to both ends of the arc-shaped ring, and their rear ends extending horizontally.

[0009] Two vertical load-bearing rods are installed vertically, with their upper ends integrally connected to the rear ends of two horizontal load-bearing rods, and their lower ends extending downwards.

[0010] The lifting ring support rod is horizontally set, with its two ends integrally connected to the lower ends of two vertical support rods, and cooperates with the two vertical support rods to form a receiving area, so that the front end or rear end of the forward beam extends into the receiving area and is supported.

[0011] Furthermore, each suspension mechanism includes two reinforcing rods, which are inclined and whose two ends are fixedly connected to the corresponding horizontal force-bearing rod and vertical bearing rod, respectively.

[0012] A device for dismantling a suspension system for a full-section anchor cable-supported forward extension beam, comprising:

[0013] Handheld handle, vertically mounted;

[0014] The containment ring is a cavity with an opening at the top and a through hole at the bottom, through which the upper end of the handheld lever passes and enters the inner cavity of the containment ring;

[0015] The disassembly column is a cylindrical structure located inside the containment ring. Its upper end has a disassembly hole from top to bottom, and its lower end is integrally connected to the upper end of the hand handle. The disassembly hole is used for the lower end to extend into. The disassembly column is used to move upward after being pushed upward by the hand handle, thereby pushing the lifting ring fixing anchor upward and forcing the lifting ring fixing anchor to loosen the anchor cable, thereby removing the suspension mechanism.

[0016] The suspension system for the front extension beam supported by the full-section anchor cable is the aforementioned suspension system.

[0017] Furthermore, it also includes:

[0018] The upper disassembly rod is horizontally set along the direction of the tunnel. Its front end is fixedly connected to the side wall of the containment ring, and its rear end extends horizontally.

[0019] The support rod is horizontally set along the vertical aisle direction, and its middle part is fixedly connected to the middle part of the upper disassembly rod. It is used to support the lower side of the two horizontal force-bearing rods when disassembling the suspension mechanism.

[0020] The left disassembly rod is arc-shaped, with its front end fixedly connected to the side wall of the containment ring and its rear end bent to the left. It is used to pass through the containment area and lock into the rear end of the vertical support rod on the left side when disassembling the suspension mechanism.

[0021] The right dismantling rod is arc-shaped, with its front end fixedly connected to the side wall of the containment ring and its rear end bent to the right. It is used to pass through the containment area and lock into the rear end of the vertical support rod on the right side when dismantling the suspension mechanism. It is used in conjunction with the left dismantling rod and the upper dismantling rod to support the suspension mechanism after the lifting ring fixing anchor is removed from the dismantling column, so as to prevent the suspension mechanism from falling from the roof of the roadway.

[0022] Furthermore, it also includes:

[0023] The disassembly plate is vertically set, with its front side fixedly connected to the outer wall of the containment ring; its rear side is fixedly connected to the front ends of the upper disassembly rod, the left disassembly rod, and the right disassembly rod, respectively.

[0024] The beneficial effects of this utility model are:

[0025] The suspension system of this utility model can be directly fixed to the anchor cables that are already anchored to the roadway roof, thus eliminating the need to install anchor cables or anchor rods again; avoiding disturbance to the roadway roof, allowing the forward beam to be used normally, and ensuring safety during tunneling and maintenance;

[0026] The disassembly device of this utility model can quickly disassemble the suspension mechanism without requiring personnel to climb to the top of the tunnel. They only need to stand on the ground of the tunnel and use the disassembly column to apply an upward pushing force to the lifting ring fixing anchor. After the lifting ring fixing anchor is removed, the horizontal force-bearing rod and the vertical bearing rod are locked by the support rod, the left disassembly rod and the right disassembly rod to prevent the suspension mechanism from falling. This greatly improves the disassembly efficiency and reduces the risk of injury from disassembly. Attached Figure Description

[0027] Figure 1 This is a schematic diagram of the suspension mechanism of this utility model;

[0028] Figure 2 This is a structural schematic diagram of the equipment for disassembling the suspension system of the front extension beam supported by the full-section anchor cable of this utility model.

[0029] Figure 3 This is a schematic diagram of the structure of the enclosing ring of this utility model;

[0030] Figure 4 This is a sectional view of the equipment for disassembling the suspension system of the front extension beam supported by the full-section anchor cable according to this utility model.

[0031] Among them: 10. Lifting ring fixing anchor; 11. Arc ring; 12. Horizontal load-bearing bar; 13. Vertical load-bearing bar; 14. Lifting ring load-bearing bar; 15. Reinforcing bar; 16. Hand-held bar; 17. Enclosing ring; 18. Disassembly column; 19. Upper disassembly bar; 20. Support bar; 21. Left disassembly bar; 22. Right disassembly bar; 23. Disassembly plate; 24. Anchor cable; 25. Anchor cable pad. Detailed Implementation

[0032] The present invention will now be described in detail with reference to the accompanying drawings and specific embodiments.

[0033] In the description of this utility model, it should be understood that the terms "center," "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," and "outer," etc., indicating orientation or positional relationships, are based on the orientation or positional relationships shown in the accompanying drawings and are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model. Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of indicated technical features. Thus, a feature defined with "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of this utility model, unless otherwise stated, "multiple" means two or more. The term "orientation" in this utility model refers to the orientation of the utility model within the... Figure 1 Description of the state's progression.

[0034] This utility model discloses a suspension system for a front extension beam supported by a full-section anchor cable, comprising: multiple suspension units, each suspension unit being spaced apart and arranged along the roadway direction; each suspension unit bearing a front extension beam supported by a full-section anchor cable; each suspension unit including two suspension mechanisms, the two suspension mechanisms being used to support the front end and rear end of the horizontally arranged front extension beam respectively.

[0035] like Figure 1 As shown, each suspension mechanism includes: a lifting ring fixing anchor 10, an arc-shaped ring 11, two horizontal force-bearing rods 12, two vertical bearing rods 13, and a lifting ring bearing rod 14.

[0036] The lifting ring fixing anchor 10 is fixed to the lower end of the anchor cable 24 that has already extended into the top rock layer of the roadway, and is located below the anchor plate 25 of the anchor cable 24 and the anchor.

[0037] The opening of the arc-shaped ring 11 is positioned facing the lifting ring fixing anchor 10 and welded to the lifting ring fixing anchor 10.

[0038] Two horizontal force-bearing rods 12 are set horizontally, with the front ends of the two horizontal force-bearing rods 12 welded to the two ends of the arc-shaped ring 11 respectively, and the rear ends of the two horizontal force-bearing rods 12 extending horizontally.

[0039] Two vertical support rods 13 are set vertically, and the upper ends of the two vertical support rods 13 are integrally connected to the rear ends of the two horizontal force-bearing rods 12 respectively. The lower ends of the two vertical support rods 13 extend downward.

[0040] The lifting ring support rod 14 is horizontally set, and its two ends are integrally connected to the lower ends of the two vertical support rods 13 respectively. It cooperates with the two vertical support rods 13 to form a receiving area, so that the front end or rear end of the front beam extends into the receiving area and is supported.

[0041] Each suspension mechanism includes two reinforcing rods 15, which are inclined and whose two ends are fixedly connected to the corresponding horizontal force-bearing rod 12 and vertical bearing rod 13, respectively.

[0042] This utility model also discloses a device for disassembling the suspension system of the front extension beam supported by the full-section anchor cable, such as... Figure 2-4 As shown, it includes: a handheld lever 16, a containment ring 17, and a disassembly post 18.

[0043] The handle 16 is vertically oriented. The containment ring 17 is a cavity with an open top and a through hole at the bottom, through which the upper end of the handle 16 passes and enters the cavity of the containment ring 17.

[0044] The disassembly column 18 is a cylindrical structure located inside the containment ring 17. The upper end of the disassembly column 18 has a disassembly hole from top to bottom, and the lower end of the disassembly column 18 is integrally connected to the upper end of the hand handle 16. The disassembly hole is used for the lower end of 24 to extend into. The disassembly column 18 is used to move upward after being pushed upward by the hand handle 16, thereby pushing the lifting ring fixing anchor 10 upward and forcing the lifting ring fixing anchor 10 to loosen the anchor cable 24, thereby removing the suspension mechanism.

[0045] The equipment for dismantling a suspension system for a full-section anchor cable support front beam also includes: an upper dismantling rod 19, a support rod 20, a left dismantling rod 21, and a right dismantling rod 22.

[0046] The upper disassembly rod 19 is horizontally set along the direction of the roadway. The front end of the upper disassembly rod 19 is fixedly connected to the side wall of the containment ring 17, and the rear end of the upper disassembly rod 19 extends horizontally.

[0047] The support rod 20 is set horizontally and along the vertical aisle. The middle part of the support rod 20 is fixedly connected to the middle part of the upper disassembly rod 19. The support rod 20 is used to support the lower side of the two horizontal force-bearing rods 12 when disassembling the suspension mechanism.

[0048] The left disassembly rod 21 is arc-shaped. The front end of the left disassembly rod 21 is fixedly connected to the side wall of the containment ring 17. The rear end of the left disassembly rod 21 is bent to the left. The left disassembly rod 21 is used to pass through the containment area and lock into the rear end of the vertical support rod 13 on the left side when disassembling the suspension mechanism.

[0049] The right disassembly rod 22 is arc-shaped. The front end of the right disassembly rod 22 is fixedly connected to the side wall of the containment ring 17, and the rear end of the right disassembly rod 22 bends to the right. The right disassembly rod 22 is used to pass through the containment area and lock into the rear end of the vertical support rod 13 on the right side when disassembling the suspension mechanism. It is used to cooperate with the left disassembly rod 21 and the upper disassembly rod 19 to support the suspension mechanism after the lifting ring fixing anchor 10 is removed from the disassembly column 18, so as to prevent the suspension mechanism from falling from the roadway roof.

[0050] The equipment for dismantling the suspension system of the front extension beam of the full-section anchor cable support also includes: a dismantling plate 23, which is vertically arranged and whose front side is fixedly connected to the outer wall of the containment ring 17; the rear side of the dismantling plate 23 is fixedly connected to the front end of the upper dismantling rod 19, the left dismantling rod 21, and the right dismantling rod 22 respectively.

[0051] An installation method for a suspension system for a front-end beam supported by full-section anchor cables is as follows:

[0052] Multiple suspension units are arranged along the direction of the tunnel, and multiple suspension units are also arranged along the cross-section of the tunnel, such that the distance between two adjacent suspension units in the suspension units along the direction of the tunnel is less than the diameter of the log, and the distance between two suspension units set along the cross-section of the tunnel is less than the length of the log.

[0053] Then, the lifting ring fixing anchor 10 is fixed to the lower end of the anchor cable 24 that has been driven into the roadway roof. Then, the front end of the forward beam is extended into the accommodating area of ​​the suspension mechanism on the front side of the suspension unit, and the rear end of the forward beam is extended into the accommodating area of ​​the suspension mechanism on the rear side of the suspension unit, so that the forward beam is supported and held.

[0054] A method for dismantling equipment used in dismantling a suspension system for a full-section anchor cable-supported front extension beam is as follows:

[0055] The worker grasps the lower end of the handheld lever 16, bringing its upper end close to the suspension mechanism, and positions the support rod 20 against the lower sides of the two horizontal load-bearing rods 12. The left dismantling rod 21 passes through the receiving area and is engaged at the rear end of the left vertical support rod 13, while the right dismantling rod 22 passes through the receiving area and is engaged at the rear end of the right vertical support rod 13. The handheld lever 16 is then moved upwards, causing the lower end of the anchor cable 24 to extend into the dismantling hole of the dismantling post 18, with the upper end of the dismantling post 18 contacting the lower end of the lifting ring fixing anchor 10. At this point, the dismantling post 18 is forcefully pushed upwards using the handheld lever 16, forcing the lifting ring fixing anchor 10 to release the anchor cable 24 and quickly move downwards until the lifting ring fixing anchor 10 disengages from the anchor cable 24.

[0056] Example 1

[0057] Due to the unique characteristics of the surrounding rock in the No. 2 return airway of a certain mine's north wing, the use of anchor mesh support in some sections was insufficient, necessitating full-section anchor cable support. However, the mine was using temporary support consisting of forward-expanding beams in conjunction with individual anchors. The existing forward-expanding beam lifting rings could only be used on anchor bolts and were unsuitable for full anchor cable support. Consequently, the previously used forward-expanding beam lifting rings were inadequate, rendering the forward-expanding beams unusable. This resulted in inadequate support at the face after blasting or tunneling, leading to accidents involving falling rock and injuries to personnel during the installation of individual anchors.

[0058] Currently, we utilize scrap chisels, locks, and scrap steel pipes to process suspension systems, as well as equipment for processing and disassembling suspension mechanisms using scrap materials.

[0059] After a long period of use, it solved the problem that the front probe beam could not be used normally after blasting or tunneling when using pure anchor cable support in the No. 2 return airway of the North Wing, and also solved the problem of the danger of personnel working under the exposed roof. It greatly improved the safety of workers and created benefits for the safe development of the mine.

[0060] The above are merely preferred embodiments of the present utility model and are not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A suspension system for a front-end beam supported by full-section anchor cables, characterized in that, include: Multiple suspension units are spaced apart and arranged along the roadway direction; each suspension unit carries a front extension beam supported by a full-section anchor cable; each suspension unit includes two suspension mechanisms, which are respectively used to support the front end and rear end of the horizontally arranged front extension beam. Each of the aforementioned suspension mechanisms includes: The lifting ring fixing anchor (10) is fixed to the lower end of the anchor cable (24) that has been inserted into the top rock layer of the roadway, and is located below the anchor plate (25) of the anchor cable (24) and the anchor. An arc-shaped ring (11) is provided with its opening facing the lifting ring fixing anchor (10) and welded to the lifting ring fixing anchor (10); Two horizontal force-bearing rods (12) are set horizontally, with their front ends welded to the two ends of the arc-shaped ring (11) respectively, and their rear ends extending horizontally; Two vertical bearing rods (13) are vertically arranged, with their upper ends integrally connected to the rear ends of the two horizontal force-bearing rods (12) respectively, and their lower ends extending downward; The lifting ring support rod (14) is horizontally set, and its two ends are integrally connected to the lower ends of the two vertical support rods (13) respectively. It cooperates with the two vertical support rods (13) to form a receiving area, so that the front end or rear end of the front beam extends into the receiving area and is supported.

2. The suspension system for a front-end beam supported by full-section anchor cables according to claim 1, characterized in that, Each of the suspension mechanisms includes two reinforcing rods (15), which are inclined and whose two ends are fixedly connected to the corresponding horizontal force-bearing rod (12) and vertical bearing rod (13), respectively.

3. A device for dismantling a suspension system for a full-section anchor cable-supported forward-protruding beam, characterized in that, include: Handheld lever (16), vertically set; The containment ring (17) is a cavity with an open top and a through hole at the bottom, through which the upper end of the handheld rod (16) passes and enters the inner cavity of the containment ring (17); The disassembly column (18) is a cylindrical structure located in the inner cavity of the containing ring (17). Its upper end has a disassembly hole from top to bottom, and its lower end is integrally connected to the upper end of the hand handle (16). The disassembly hole is used for the lower end of (24) to extend into. The disassembly column (18) is used to move upward after being pushed upward by the hand handle (16), thereby pushing the lifting ring fixing anchor (10) upward and forcing the lifting ring fixing anchor (10) to loosen the anchor cable (24), thereby removing the suspension mechanism. The suspension system of the front extension beam supported by the full-section anchor cable is the suspension system described in claim 1 or 2.

4. The equipment for dismantling a suspension system for a full-section anchor cable-supported forward-protruding beam according to claim 3, characterized in that, Also includes: The upper disassembly rod (19) is horizontally set along the direction of the roadway. Its front end is fixedly connected to the side wall of the containment ring (17), and its rear end extends horizontally. The support rod (20) is horizontally set along the vertical aisle direction, and its middle part is fixedly connected to the middle part of the upper disassembly rod (19). It is used to support the lower side of the two horizontal force-bearing rods (12) when disassembling the suspension mechanism. The left disassembly rod (21) is arc-shaped, with its front end fixedly connected to the side wall of the containing ring (17), and its rear end bent to the left, so that when the suspension mechanism is disassembled, it can pass through the receiving area and be locked at the rear end of the vertical support rod (13) on the left. The right disassembly rod (22) is arc-shaped. Its front end is fixedly connected to the side wall of the containment ring (17), and its rear end is bent to the right. It is used to pass through the containment area and lock into the rear end of the vertical support rod (13) on the right side when disassembling the suspension mechanism. It is used to cooperate with the left disassembly rod (21) and the upper disassembly rod (19) to support the suspension mechanism after the lifting ring fixing anchor (10) is removed from the disassembly column (18), so as to prevent the suspension mechanism from falling from the roadway roof.

5. The equipment for dismantling a suspension system for a full-section anchor cable-supported forward-protruding beam according to claim 4, characterized in that, Also includes: The disassembly plate (23) is vertically arranged, and its front side is fixedly connected to the outer wall of the containing ring (17); its rear side is fixedly connected to the front ends of the upper disassembly rod (19), the left disassembly rod (21), and the right disassembly rod (22), respectively.

Images