Supporting pole and closure wall

By setting support components at both ends of the support rod and using elastic elements to abut against the roadway wall, the problem of damage to the roadway wall caused by fixing the support rod was solved, and safe construction of a stable and airtight wall in the roadway was achieved.

CN116220807BActive Publication Date: 2025-11-25SHENHUA GUONENG ENERGY GRP +1
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Patent Information

Application Number
CN202310344378.2
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2023-03-31
Publication Date
2025-11-25
Estimated Expiration
2043-03-31

AI Technical Summary

Technical Problem

In existing technologies, fixing the sealed wall frame by inserting the end of the support rod into the tunnel wall can easily damage the tunnel wall and pose a safety hazard.

Method used

The support rod is equipped with first and second support components at both ends. The first elastic element allows them to abut against the inner wall of the tunnel, avoiding the need to drill holes in the tunnel wall for fixing. The elastic force of the elastic element supports the rod body in the tunnel, reducing damage to the tunnel.

Benefits of technology

This method enables stable support of the sealed wall frame within the tunnel, preventing damage to the tunnel wall and improving construction safety.

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Abstract

The present disclosure relates to a support rod and a sealing wall, the support rod comprising: a rod body; and a support mechanism comprising a first support component and a second support component, the first support component being connected to a first end of the rod body by a first elastic member, the second support component being mounted to a second end of the rod body away from the first elastic member, the first elastic member being configured to cause the first support component and the second support component to abut against an inner wall surface of a tunnel respectively, so that the rod body is supported in the tunnel. In this way, a hole can be avoided to be formed on the inner wall surface of the tunnel for the insertion of the rod body, so that damage to the tunnel can be reduced or even avoided.
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Description

Technical Field

[0001] This disclosure relates to the field of coal mine safety construction technology, specifically to a support rod and a sealed wall. Background Technology

[0002] The construction of temporary sealing walls in underground coal mines is an essential technology for high-efficiency coal mines with dual-roadway mining. It plays a crucial role in controlling ventilation and blocking harmful gases such as methane and carbon monoxide in the goaf. One technique involves constructing a temporary sealing wall framework using several metal rods. Sealing fabric is then laid on this framework to form the final temporary sealing wall. However, to ensure the overall stability of the framework, the ends of the metal rods can be inserted into the mine roadway wall. This method of fixing may damage the roadway wall and poses a safety hazard. Summary of the Invention

[0003] The purpose of this disclosure is to provide a support rod and a sealed wall that avoids the need to drill holes in the inner wall of the tunnel for the rod to be inserted, thereby reducing or even avoiding damage to the tunnel. The sealed wall frame formed by several support rods can be stably supported in the tunnel and reduce damage to the tunnel wall, thus at least partially solving the above-mentioned technical problems.

[0004] To achieve the above objectives, a first aspect of this disclosure provides a support rod, comprising:

[0005] Rod; and

[0006] The support mechanism includes a first support component and a second support component. The first support component is connected to a first end of the rod body via a first elastic element. The second support component is installed on a second end of the rod body opposite to the first elastic element. The first elastic element is used to cause the first support component and the second support component to abut against the inner wall of the tunnel, so that the rod body is supported in the tunnel.

[0007] Optionally, the rod body is constructed as a hollow tube, the first support assembly includes a first support plate and a guide post, one end of the guide post is fixedly connected to the first support plate, and the other end is movably inserted into the rod body, the first elastic element abuts between the rod body and the first support plate, and the first support plate is used to directly or indirectly abut against the inner wall surface of the tunnel.

[0008] Optionally, a first stop is provided at one end of the rod facing the first elastic member, and the first elastic member abuts between the first stop and the first support plate.

[0009] Optionally, the first elastic member is sleeved on the guide column, and the first support assembly further comprises a second elastic member sleeved outside the first elastic member, one end of the second elastic member is fixedly connected to the first support plate, and the other end of the second elastic member is used for abutting against the first stopper.

[0010] Optionally, the first elastic member and the second elastic member are both configured as springs, and the elastic force of the second elastic member is greater than the elastic force of the first elastic member.

[0011] Optionally, a first flexible gasket is arranged on the end face of the end of the first support plate away from the guide column.

[0012] Optionally, the second support assembly comprises a second support plate, a screw rod and a nut threadedly connected to the screw rod, one end of the screw rod is fixedly connected to the first support plate, the other end of the screw rod is movably inserted into the rod body, the second end of the rod body is provided with a second stopper used for abutting against the nut, and the second support plate is used for directly or indirectly abutting against the inner wall surface of the roadway.

[0013] Optionally, a second flexible gasket is arranged on the end face of the end of the second support plate away from the screw rod.

[0014] The second aspect of the present disclosure further provides a sealing wall, comprising:

[0015] A framework comprising a plurality of longitudinal support rods extending in a vertical direction and arranged at intervals in a horizontal direction and a plurality of transverse support rods extending in a horizontal direction and arranged at intervals in a vertical direction, the longitudinal support rods and / or the transverse support rods being support rods as described above; and

[0016] A sealing cloth laid on the framework.

[0017] Optionally, intersections of the longitudinal support rods and the transverse support rods are connected by a fixing member.

[0018] Through the above technical solution, the framework of the sealing wall is formed by a plurality of support rods, the first support assembly arranged at the first end of the rod body and the second support assembly arranged at the second end of the rod body can abut against the inner wall surface of the roadway through the first elastic member, thereby avoiding the opening of holes in the inner wall surface of the roadway for the insertion of the rod body, so that the damage to the roadway can be reduced or even avoided and the damage to the wall of the roadway can be avoided.

[0019] Other features and advantages of the present disclosure will be described in detail in the following detailed description. BRIEF DESCRIPTION OF DRAWINGS

[0020] The accompanying drawings, which are included to provide a further understanding of the disclosure and constitute a part of this specification, illustrate embodiments of the disclosure and together with the description help to explain the disclosure. In the drawings:

[0021] Figure 1 is a structural schematic diagram of the support frame as a whole provided in the exemplary embodiment of the present disclosure;

[0022] Figure 2 is a structural schematic diagram of the rod provided in the exemplary embodiment of the present disclosure;

[0023] Figure 3 is a structural schematic diagram of the second support assembly provided in the exemplary embodiment of the present disclosure;

[0024] Figure 4 is a structural schematic diagram of the first support assembly provided in the exemplary embodiment of the present disclosure;

[0025] Figure 5 is a structural schematic diagram of the closed wall framework provided in the exemplary embodiment of the present disclosure.

[0026] BRIEF DESCRIPTION OF DRAWINGS

[0027] 1 - rod; 2 - support mechanism; 201 - first support assembly; 2011 - first support plate; 2012 - guide column; 202 - second support assembly; 2021 - second support plate; 2022 - screw rod; 2023 - nut; 3 - first elastic member; 4 - first stopper; 5 - second elastic member; 6 - first flexible gasket; 7 - second stopper; 8 - second flexible gasket; 9 - framework; 10 - roadway. DETAILED DESCRIPTION

[0028] The specific embodiments of the present disclosure will be described in detail below with reference to the accompanying drawings. It should be understood that the specific embodiments described herein are merely intended to illustrate and explain the present disclosure, and are not intended to limit the present disclosure.

[0029] In the present disclosure, "inner" and "outer" refer to the contour of the respective components as such, unless otherwise stated. In addition, the terms "first", "second", and the like used in the present disclosure are intended to distinguish one element from another element, and do not have sequential or important meanings. In the following description, the same numbers refer to the same or similar elements unless otherwise indicated.

[0030] In the related art, the construction of a temporary sealing wall in a coal mine is an essential technology in the production of a high-efficiency coal mine with double-lane mining, and plays an important role in controlling the ventilation of the roadway, blocking harmful gases such as gas and carbon monoxide in the goaf. Among them, the construction of the sealing wall can be to build a skeleton of the sealing wall by a plurality of supporting rods, and to finally form a temporary sealing wall in a coal mine by arranging a sealing cloth on the skeleton of the sealing wall. However, in the actual construction process, in order to improve the overall stability of the sealing wall, the two ends of the supporting rod can be buried in the roadway wall to make the sealing wall more firm, but this form of fixing the supporting rod will cause damage to the roadway wall, and there is a certain safety hazard.

[0031] Based on this, the first aspect of the present disclosure provides a supporting rod, referring to Figure 1 The supporting rod includes a rod body 1 and a supporting mechanism 2, the rod body 1 includes a first supporting assembly 201 and a second supporting assembly 202, the first supporting assembly 201 is connected to the first end of the rod body 1 through a first elastic member 3, and the second supporting assembly 202 is installed at the second end of the rod body 1 away from the first elastic member 3. The first elastic member 3 is used to make the first supporting assembly 201 and the second supporting assembly 202 abut the inner wall surface of the roadway 10 respectively, so that the rod body 1 is supported in the roadway 10.

[0032] In the present disclosure, the two ends of the supporting rod are not buried in the roadway 10, and artificial damage to the roadway 10 by the supporting rod is avoided as much as possible. Specifically, the first supporting assembly 201 and the second supporting assembly 202 arranged at the two ends of the rod body 1 abut the inner wall surface of the roadway 10 respectively, and the supporting rod can be supported in the roadway 10 by the elastic force of the first elastic member 3.

[0033] In some embodiments, referring to Figure 2 and Figure 3 The rod body 1 is configured as a hollow pipe body, the first supporting assembly 201 includes a first supporting plate 2011 and a guide column 2012, one end of the guide column 2012 is fixedly connected to the first supporting plate 2011, the other end is movably inserted into the rod body 1, the first elastic member 3 is abutted between the rod body 1 and the first supporting plate 2011, and the first supporting plate 2011 is used to directly or indirectly abut the inner wall surface of the roadway 10.

[0034] In the present disclosure, the first support assembly 201 comprises a first support plate 2011 and a guide column 2012, and the rod body 1 is configured as a hollow pipe body, one end of the guide column 2012 is fixedly connected to the first support plate 2011, and the other end is movably inserted into the rod body 1, and the first elastic member 3 is abutted between the rod body 1 and the first support plate 2011. When a support rod is installed, the length of the guide column 2012 inserted into the rod body 1 can be adjusted, that is, the compression amount of the first elastic member 3 is changed, so that the first support assembly 201 and the second support assembly 202 at both ends of the rod body 1 are respectively abutted to the inner wall surface of the roadway 10.

[0035] In the present disclosure, the overall length of the support rod which is not installed in the roadway 10 is greater than the width or height of the roadway 10, that is, when the support rod is installed, the guide column 2012 needs to be moved towards the one end of the second support assembly 202, so that the first elastic member 3 is compressed, at this time, the overall length of the support rod is smaller than the width or height of the roadway 10, and then the support rod is placed horizontally or vertically in the roadway 10, and then the guide column 2012 can be moved towards the one end away from the second support assembly 202 under the elastic force of the first elastic member 3, and when the guide column 2012 stops moving, that is, the installation of the support rod is completed, at this time, the first elastic member 3 is still in the compressed state.

[0036] In the present disclosure, referring to Figure 1 and Figure 4 When the support rod is fixed in the roadway 10, the first support plate 2011 can directly abut the inner wall surface of the roadway 10, the first support plate 2011 can be configured as a circular pad plate, the diameter of the first support plate 2011 is greater than the diameter of the guide column 2012 and the rod body 1, so that the first support plate 2011 can contact a larger area of the inner wall surface of the roadway 10, thereby providing good stability for the rod body 1.

[0037] In some embodiments, referring to Figure 1 and Figure 4 In the present disclosure, considering that the pipe wall of the rod body 1 is thin, in order to make the contact between the first elastic member 3 and the rod body 1 more stable, a first stopper 4 can be arranged at the end of the rod body 1 facing the first elastic member 3, and the first stopper 4 contacts the first elastic member 3.

[0038] In the present disclosure, the first stopper 4 can be a flange plate welded on the rod body 1.

[0039] In some embodiments, referring to Figure 1 and Figure 4As shown, the first elastic member 3 can be sleeved on the guide column 2012, and in order to make the support rod be more firmly arranged in the roadway 10, the first support assembly 201 further comprises a second elastic member 5 sleeved outside the first elastic member 3, and one end of the second elastic member 5 is fixedly connected to the first support plate 2011, and the other end of the second elastic member 5 is used for abutting against the first stopper 4, under the joint action of the first elastic member 3 and the second elastic member 5, the support rod can be more firmly arranged in the roadway 10.

[0040] In some embodiments, with reference to Figure 1 and Figure 4 As shown in the present disclosure, the first elastic member 3 and the second elastic member 5 are both configured as springs, and the elastic force of the second elastic member 5 is greater than that of the first elastic member 3.

[0041] In some embodiments, with reference to Figure 1 and Figure 4 As shown in the present disclosure, a first flexible gasket 6 can be arranged on the end face of the first support plate 2011 away from the guide column 2012, the first flexible gasket 6 can be made of rubber material, which can increase the friction between the first support plate 2011 and the inner wall surface of the roadway 10, so that the support rod is not easy to shake after installation, and at the same time, if the roadway wall is a mine wall of coal and rock body with low strength, the first support assembly 201 and the second support assembly 202 at both ends of the rod body 1 still have the risk of damaging the roadway wall when extruding the roadway wall in the direction away from the rod body 1, therefore, the first flexible gasket 6 also plays a role in protecting the roadway wall.

[0042] In some embodiments, with reference to Figures 1 to 3 As shown, the second support assembly 202 comprises a second support plate 2021, a screw rod 2022 and a nut 2023 threadedly connected to the screw rod 2022, one end of the screw rod 2022 is fixedly connected to the first support plate 2011, and the other end is movably inserted into the rod body 1, the second end of the rod body 1 is provided with a second stopper 7 for abutting against the nut 2023, and the second support plate 2021 is used for directly or indirectly abutting against the inner wall surface of the roadway 10.

[0043] In the present disclosure, the second stopper 7 can be a flange plate welded on the rod body 1.

[0044] Specifically, in the first embodiment, when installing a support rod, the support rod can be assembled as follows: first, the nut 2023 is rotated to fit the second support plate 2021, then the screw rod 2022 is inserted into one end of the rod body 1, at this time the nut 2023 contacts the second stopper 7, the guide column 2012 is inserted into the other end of the rod body 1, at this time the first elastic member 3 only contacts the first stopper 4 but is not compressed, and the overall length of the support rod is less than the width or height of the tunnel 10. After the support rod is assembled, the personnel move the assembled support rod to the position where the sealed wall is to be built, hold the rod body 1 horizontally or vertically, then rotate the nut 2023 (when the nut 2023 is rotated, it is necessary to ensure that the screw rod 2022 does not rotate around its own axis), as the nut 2023 rotates, the distance between the nut 2023 and the second support plate 2021 gradually increases, the rod body 1 gradually moves towards one end of the first elastic member 3, and the first elastic member 3 and the second elastic member 5 start to contract, and the support force of the support rod fixed in the tunnel 10 is provided by the elastic force of the first elastic member 3 and the second elastic member 5. In addition, by adjusting the position of the nut 2023, the compression amount of the first elastic member 3 and the second elastic member 5 can be indirectly adjusted, that is, the elastic force of the first elastic member 3 and the second elastic member 5 can be adjusted.

[0045] In the second embodiment, when installing a support rod, the support rod can be assembled as follows: first, the nut 2023 is rotated to fit the second support plate 2021, then the screw rod 2022 is inserted into one end of the rod body 1, at this time the nut 2023 contacts the second stopper 7, the guide column 2012 is inserted into the other end of the rod body 1, at this time the first elastic member 3 only contacts the first stopper 4 but is not compressed, and the overall length of the support rod is less than the width or height of the tunnel 10. After the support rod is assembled, the personnel move the assembled support rod to the position where the sealed wall is to be built, hold the rod body 1 horizontally or vertically;

[0046] After the placement, because the elastic force of the first elastic member 3 is smaller than that of the second elastic member 5, and in order to reduce the time required for fixing the support rod in the tunnel 10 as much as possible, the first stopper 4 can be pressed to compress the first elastic member 3 (because the elastic force of the first elastic member 3 is small, the person does not need to use a large force, and the first elastic member 3 can be easily pressed by the first stopper 4) by manually moving the rod body 1 (at this time, the person can move the rod body 1 by holding the rod body 1), until the first stopper 4 is close to the end of the second elastic member 5 away from the first support plate 2011 (at this time, the second elastic member 5 is not pressed by the first stopper 4), and then the person needs to continuously apply a force to the rod body 1 to press the first elastic member 3, and in the process of continuously applying the force to the rod body 1 to press the first elastic member 3, the nut 2023 is rotated, and then when the nut 2023 contacts the second stopper 7, the person can remove the force applied to the rod body 1 to press the first elastic member 3, at this time, the elastic force provided by the first elastic member 3 can preliminarily fix the support rod in the tunnel 10;

[0047] Finally, in order to ensure that the support rod can be more firmly fixed in the tunnel 10, the nut 2023 needs to be continuously rotated, and with the rotation of the nut 2023, the first stopper 4 starts to press the second elastic member 5 and makes the second elastic member 5 shrink, which can be determined by the experience of the person, and when the second elastic member 5 is compressed to a certain extent, the rotation of the nut 2023 is stopped. The fixation of one support rod is completed.

[0048] In the second embodiment described above, the first elastic member 3 serves to provide an initial support force for the preliminary installation of the support rod, and when the support rod is preliminarily fixed in the tunnel 10 by the first elastic member 3, the second elastic member 5 can be compressed by continuously rotating the nut 2023 to provide strong support for the support rod.

[0049] In the present disclosure, reference is made to Figure 1 and Figure 3 When the support rod is fixed in the tunnel 10, the second support plate 2021 can directly abut the inner wall surface of the tunnel 10, and the second support plate 2021 can be configured as a circular pad plate, the diameter of the second support plate 2021 is greater than the diameter of the screw rod 2022 and the rod body 1, which can make the area of the inner wall surface of the tunnel 10 contacted by the second support plate 2021 larger, and provide good stability for the rod body 1.

[0050] In some embodiments, reference is made to Figure 1 and Figure 3As shown, in the present disclosure, a second flexible gasket 8 can be arranged on the end face of the second support plate 2021 away from the screw rod 2022, the second flexible gasket 8 can be made of rubber material, which can increase the friction between the second support plate 2021 and the inner wall of the roadway 10, so that the support rod is not easy to shake after installation. If the wall of the roadway 10 is a mine wall with low strength coal rock body, the first support assembly 201 and the second support assembly 202 at both ends of the rod body 1 still have the risk of damaging the wall of the roadway 10 when they are pressed towards the direction away from the rod body 1. Therefore, the second flexible gasket 8 plays a role in protecting the wall of the roadway 10.

[0051] On the basis of the above technical solution, the second aspect of the present disclosure further provides a sealing wall, which comprises a framework 9 and a sealing cloth, the framework 9 comprises a plurality of longitudinal support rods extending in the vertical direction and arranged at intervals in the horizontal direction, and a plurality of transverse support rods extending in the horizontal direction and arranged at intervals in the vertical direction, the longitudinal support rods and / or the transverse support rods adopt the support rod of the above-mentioned first aspect or any of the embodiments of the above-mentioned first aspect; the sealing cloth is laid on the framework 9.

[0052] In the present disclosure, with reference to Figure 5 As shown, after the first embodiment or the second embodiment is used to fix a plurality of support rods, the framework 9 of the sealing wall is formed, the sealing cloth can be laid on the framework 9, and after the laying is completed, the sealing wall can be finally sealed by spraying mortar on the surface, so that there is no gap between the sealing cloth and the wall of the roadway 10.

[0053] In some embodiments, the intersection of the longitudinal support rods and the transverse support rods is connected by a fixing member, which can be an existing device, such as a ring hoop, a cross fixing clamp, etc., or the intersection of the longitudinal support rods and the transverse support rods is connected and fixed by tightening with a wire.

[0054] The process of constructing the sealing wall by the support frame: in the present disclosure, the support rod adopts a split design and mainly comprises three parts, namely the rod body 1, the first support assembly 201 and the second support assembly 202. When it is necessary to build a sealing wall in the roadway 10, considering that the space in the roadway 10 is relatively narrow, a plurality of rod bodies 1, a plurality of first support assemblies 201 and a plurality of second support assemblies 202 can be transported into the roadway 10 in batches, then a plurality of support rods can be installed and fixed according to the first embodiment or the second embodiment to form the framework 9, then the sealing cloth is laid on the framework 9, and after the laying is completed, the gap between the sealing cloth and the wall of the roadway 10 is completely sealed by spraying mortar.

[0055] The preferred embodiments of the present disclosure are described in detail above with reference to the drawings, but the present disclosure is not limited to the specific details in the above-described embodiments. Various simple modifications can be made to the technical solutions of the present disclosure within the technical concept of the present disclosure, and these simple modifications all belong to the protection scope of the present disclosure.

[0056] In addition, it should be noted that each specific technical feature described in the above specific embodiments can be combined in any appropriate manner without contradiction. In order to avoid unnecessary repetition, various possible combinations are not described again in the present disclosure.

[0057] In addition, various different embodiments of the present disclosure can also be combined in any appropriate manner, as long as they do not deviate from the idea of the present disclosure, and they should also be considered as disclosed in the present disclosure.

Claims

1. A sealed wall, characterized in that The skeleton comprises a plurality of longitudinal support rods extending in a vertical direction and arranged at intervals in a horizontal direction, and a plurality of transverse support rods extending in a horizontal direction and arranged at intervals in a vertical direction; and A sealing cloth is laid on the skeleton. The longitudinal support rod and / or the transverse support rod each adopts a support rod comprising: A rod body; and A support mechanism comprising a first support component and a second support component, the first support component being connected to a first end of the rod body through a first elastic member, the second support component being installed on a second end of the rod body away from the first elastic member, the first elastic member being used to make the first support component and the second support component each abut against an inner wall surface of a roadway, so that the rod body is supported in the roadway; The rod body is configured as a hollow pipe body, the first support component comprises a first support plate and a guide column, one end of the guide column being fixedly connected to the first support plate, the other end of the guide column being movably inserted into the rod body, the first elastic member being abutted between the rod body and the first support plate, the first support plate being used to directly or indirectly abut against the inner wall surface of the roadway; One end of the rod body towards the first elastic member is provided with a first stopper, the first elastic member being abutted between the first stopper and the first support plate; The first elastic member is sleeved on the guide column, the first support component further comprises a second elastic member sleeved outside the first elastic member, one end of the second elastic member being fixedly connected to the first support plate, the other end of the second elastic member being used to abut against the first stopper. The first elastic member and the second elastic member are each configured as a spring.

2. The containment wall of claim 1, wherein The first support plate is provided with a first flexible gasket on an end face of an end away from the guide column.

3. The containment wall of claim 1, wherein The second support component comprises a second support plate, a screw rod and a nut threadedly connected to the screw rod, one end of the screw rod being fixedly connected to the first support plate, the other end of the screw rod being movably inserted into the rod body, the second end of the rod body being provided with a second stopper used to abut against the nut, the second support plate being used to directly or indirectly abut against the inner wall surface of the roadway.

4. The containment wall of claim 3, wherein The second support plate is provided with a second flexible gasket on an end face of an end away from the screw rod.

5. The containment wall of claim 4, wherein The intersection of the longitudinal support rod and the transverse support rod is connected through a fixing member.

6. The sealed wall of claim 1, wherein ​

Citation Information

Patent Citations

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    CN208088133U

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    CN214170197U