Remote grouting pressure monitoring device for underground excavation tunnel face
By introducing anti-blocking and pressure stabilization structures and deflation stabilization structures into the grouting pressure monitoring device of the concealed tunnel, the problem that traditional devices are difficult to accurately judge the internal pressure of the grouting machine is solved, and the accuracy and stability of pressure monitoring are achieved.
Patent Information
- Application Number
- CN202510133653.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-02-06
- Publication Date
- 2025-04-15
- Estimated Expiration
- Not applicable · inactive patent
AI Technical Summary
During the concealed tunnel excavation process, traditional grouting pressure monitoring devices are difficult to accurately judge the changes in the internal pressure of the grouting machine, and are prone to incorrect judgments due to blockage, which may cause insufficient or excessive grouting pressure, affecting the safety of tunnel construction.
A remote grouting pressure monitoring device is designed, including an anti-blocking and pressure stabilization structure and a deflation and pressure stabilization structure. Through the anti-blocking and pressure stabilization structure's spiral blade material discharge and pressure discharge and pressure stabilization structure's gas discharge functions, real-time monitoring and adjustment can be carried out when the pressure rises, avoiding erroneous judgments and aggravation of blockage.
It effectively avoids the problem of out-of-control grouting pressure caused by misjudgment, ensures the stability of the internal pressure of the grouting machine, and avoids damage to parts and misleading operations.
Smart Images

Figure CN119825476A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of remote grouting pressure monitoring devices, in particular to a remote grouting pressure monitoring device for a dark excavation tunnel face. Background Art
[0002] During the tunnel excavation process, the heading face needs to be grouting treated. The tunnel heading face is generally located deep underground, so a remote grouting control mechanism is needed to grout the heading face. In addition, the underground pressure will change during the grouting process, thereby increasing the grouting pressure. Increasing the grouting pressure will cause cracks in the ground. If there are buildings nearby, it will also cause damage to the buildings. Therefore, it is necessary to monitor the underground pressure during the grouting process.
[0003] Considering that the grouting pressure involves the face pressure and the internal pressure of the grouting machine during the grouting pressure monitoring process, and whether the face pressure is too high is mainly inferred by monitoring the pressure inside the grouting machine, the accuracy of the internal pressure of the grouting machine needs to be guaranteed. Therefore, some grouting pressure monitoring devices with special functions can be used.
[0004] Generally, the traditional grouting pressure monitoring device mainly affects the grouting pressure of the grouting machine by the reverse effect of the pressure of the face after grouting, and then infers whether the face pressure is too high. Once the grouting machine is blocked during this process, the internal pressure will rise rapidly, which can easily lead to misjudgment and mistakenly believe that the pressure is too high. At this time, if the pressure is controlled to drop, the pressure of the originally blocked pipe mouth will be insufficient, which will further aggravate the blockage and is very inconvenient.
[0005] In summary, it is necessary to propose a remote grouting pressure monitoring device for the face of a dark excavated tunnel to solve the above problems. Summary of the invention
[0006] The object of the present invention is to provide a remote grouting pressure monitoring device for a dark tunnel face to solve the problems raised in the above-mentioned background technology.
[0007] To achieve the above object, the present invention provides the following technical solutions:
[0008] A remote grouting pressure monitoring device for a dark tunnel face, comprising:
[0009] Grouting machine;
[0010] The grouting barrel is set on one side of the grouting machine, and the pressure inside it needs to be monitored during the grouting process;
[0011] A feed pipe and a discharge pipe, wherein the feed pipe and the discharge pipe are respectively arranged at the bottom and the top of the grouting cylinder;
[0012] An electronic pressure gauge, wherein the hollow screw at the bottom of the electronic pressure gauge is fixedly connected to the locking screw at the top of the grouting barrel, and a varistor is provided at the connection between the electronic pressure gauge and the hollow screw, and the varistor is electrically connected to the internal analysis and processing element;
[0013] An anti-blocking and pressure-stabilizing structure, which is installed inside the electronic pressure gauge and the grouting barrel;
[0014] The deflation and pressure stabilization structure is installed at the top of the grouting tube. The deflation and pressure stabilization structure has two sets of use states. It is in a closed state under normal conditions, and is in a deflated state when a blockage occurs at the top of the grouting tube.
[0015] An anti-breakaway fixed wire structure, which is arranged on one side of the electronic pressure gauge;
[0016] Ground support fixing structure and mounting plate, fixed installation of mounting plate and ground support fixing structure;
[0017] A signal transceiver, which is installed on one side of the mounting plate;
[0018] A pressure controller, which is mounted on one side of the mounting plate;
[0019] A main switch, which is installed on one side of the mounting plate;
[0020] A data connection line is installed between the electronic pressure gauge, the signal transceiver, the pressure controller and the main switch for data transmission and power transmission.
[0021] Preferably, the anti-blocking and pressure-stabilizing structure also includes a Z-rod rotatably connected to the inner wall of one side of the grouting barrel, one end of the Z-rod is located on the inner wall of the discharge pipe and fixedly connected to a connecting round block, the bottom of the connecting round block is fixedly connected to a spiral leaf, and the spiral leaf is a half-leaf. An annular groove is provided on the inner wall of the discharge pipe, and a sliding rod is slidably connected to the inner wall of the annular groove, and one end of the sliding rod is fixedly connected to one side of the connecting round block.
[0022] Preferably, the outer surface of the bottom extension tube of the electronic pressure gauge is fixedly connected to a connecting plate, the bottom of the connecting plate is fixedly connected to a fixed round rod, the bottom end of the fixed round rod is slidably connected to a sliding round rod, the bottom end of the sliding round rod is fixedly connected to a rectangular plate, and the outer surface of the fixed round rod is sleeved with a first spring, and the two ends of the first spring are respectively fixedly connected to the outer surfaces of the connecting plate and the sliding round rod.
[0023] Preferably, the bottom end of the sliding round rod is fixedly connected to a rectangular plate, an insertion rod is inserted into the inner wall of the rectangular plate, one end of the insertion rod is fixedly connected to a circular clamping frame, one end of the Z-rod is fixedly connected to a circular clamping block, the circular clamping block can be inserted into the inner wall of the circular clamping frame, the inner wall of the circular clamping frame is provided with a rectangular clamping groove, the outer surface of the circular clamping block is fixedly connected to a rectangular clamping block, the rectangular clamping block can be stuck into the inner wall of the rectangular clamping groove, the end of the insertion rod away from the circular clamping frame is fixedly connected to a circular block, a locking rod is inserted into the inner wall of the circular block, and a locking hole matching the inner wall of the locking rod is provided on one side of the rectangular plate.
[0024] Preferably, the air release and pressure stabilizing structure also includes a screw hole clamp fixedly connected to the top of the grouting barrel, a first threaded hollow rod is clamped inside the screw hole clamp, a splash-proof frame is fixedly connected to the top of the first threaded hollow rod, a screen membrane is fixedly connected to the inner wall of the splash-proof frame, a second threaded hollow rod is fixedly connected to the top of the splash-proof frame, a screw hole cap is threadedly connected to the outer surface of the second threaded hollow rod, and a conveying hose may also be sleeved on the outer surface of the second threaded hollow rod.
[0025] Preferably, the anti-breakaway wire fixing structure also includes an annular block fixed to the end of the data connection line, a first screw rod rotatably connected to one side of the electronic pressure gauge, and a detachable auxiliary block, the outer surface of the first screw rod is threadedly connected to a screw hole plate, the inner wall of the screw hole plate is inserted with a limit rod, the limit rod can be inserted into the inner wall of the screw hole plate, the bottom of the screw hole plate is fixedly connected to a connecting rod, the bottom end of the connecting rod is fixedly connected to a limit cylinder, an annular clamping block is fixedly connected to one side of the outer surface of the limit cylinder, an annular clamping groove is opened at the data connection port on one side of the electronic pressure gauge, and the annular clamping block can be stuck into the inner wall of the annular clamping groove.
[0026] Preferably, one side of the auxiliary block is fixedly connected to a limiting round rod, one side of the limiting cylinder is provided with a limiting round hole adapted to the limiting round rod, the inner wall of the auxiliary block is threadedly connected to a limiting screw, and the inner wall of the annular block is provided with a limiting screw hole adapted to the limiting screw.
[0027] Preferably, the ground-supporting fixing structure also includes a rectangular frame and a protective cover plate, a second screw is rotatably connected between the top and bottom of the inner wall of the rectangular frame, the thread shapes at both ends of the second screw are arranged symmetrically in opposite directions, the outer surface of the second screw is symmetrically threadedly connected with a first screw hole block and a second screw hole block, rectangular through grooves are opened on both sides of the rectangular frame, L-shaped rods are fixedly connected on both sides of the first screw hole block, and circular sliding rods are fixedly connected on both sides of the second screw hole block, and the L-shaped rod and the circular sliding rod are both slidably set on the inner wall of the rectangular through groove.
[0028] Preferably, one end of the L-shaped rod away from the first screw hole block is fixedly connected to a clamping plate, a wire clamping groove is opened on one side of the clamping plate, the inner wall of the wire clamping groove is fixedly connected to an anti-sliding block, a circular clamping hole is opened at the bottom of the clamping plate, and the bottom of the protective cover plate is symmetrically fixedly connected with a circular clamping rod, which can be clamped into the inner wall of the circular clamping hole.
[0029] Preferably, one end of the circular sliding rod away from the second screw hole block is fixedly connected to an auxiliary plate, the bottom of the auxiliary plate is fixedly connected to a ground rod, the bottom of the rectangular frame is fixedly connected to a base plate, the ground rod can be inserted into the inner wall of the base plate, and reserved holes are opened at the four corners of the mounting plate.
[0030] Compared with the prior art, the beneficial effects of the present invention are as follows: when the pressure rises, the present invention can, under the action of the spiral blades on the anti-blocking and pressure-stabilizing structure, drain the material from the congested part of the discharge port, and then observe whether the pressure value is normal, and then judge whether it is a blockage pressure increase or a grouting pressure increase, which can effectively avoid wrong judgments, and under the action of the air-venting and pressure-stabilizing structure, the grouting machine can be depressurized during the blockage process, thereby maintaining the pressure inside the grouting machine stable, avoiding the continuous increase in the pressure inside the grouting machine during congestion, resulting in damage to internal components due to high pressure, and also avoiding the electronic pressure gauge being in a high-pressure warning state for a long time, thereby causing misleading operation. BRIEF DESCRIPTION OF THE DRAWINGS
[0031] Figure 1 The present invention is a schematic diagram showing the overall structure of a remote grouting pressure monitoring device for a dark tunnel face;
[0032] Figure 2 A schematic diagram showing the structure of a remote grouting pressure monitoring device for a dark tunnel face in a pressure relief state;
[0033] Figure 3 A schematic diagram showing the structure of the installation plate of a remote grouting pressure monitoring device for a dark tunnel face;
[0034] Figure 4 A schematic diagram showing the structure of the interior of a grouting barrel of a remote grouting pressure monitoring device for a dark tunnel face;
[0035] Figure 5 To show the remote grouting pressure monitoring device for the tunnel face Figure 4 A magnified view of the structure in the middle;
[0036] Figure 6 A schematic diagram showing the structure of an electronic pressure gauge of a remote grouting pressure monitoring device for a dark tunnel face;
[0037] Figure 7A schematic diagram showing the structure of the splash frame of a remote grouting pressure monitoring device for a dark tunnel face;
[0038] Figure 8 The present invention is a schematic diagram showing the structure of a pressure controller of a remote grouting pressure monitoring device for a dark tunnel face;
[0039] Fig. 9 To show the remote grouting pressure monitoring device for the tunnel face Figure 8 The enlarged view of point A in the middle;
[0040] Fig.10 The figure shows the structure of the rectangular frame of the remote grouting pressure monitoring device for the face of a dark tunnel.
[0041] In the figure:
[0042] 1. Grouting machine; 2. Grouting cylinder; 3. Feed pipe; 4. Discharge pipe; 5. Electronic pressure gauge;
[0043] 6. Anti-blocking and pressure-stabilizing structure; 61. Z-shaped rod; 62. Connecting round block; 63. Sliding rod; 64. Annular groove; 65. Round block; 66. Rectangular block; 67. Spiral leaf; 68. Connecting plate; 69. Fixed round rod; 610. Sliding round rod; 611. First spring; 612. Rectangular plate; 613. Inserting rod; 614. Round frame; 615. Rectangular slot; 616. Round block; 617. Positioning rod;
[0044] 7. Degassing and pressure stabilizing structure; 71. Screw hole cartridge; 72. Splashproof frame; 73. Screen membrane; 74. First threaded hollow rod; 75. Second threaded hollow rod; 76. Screw hole cap; 77. Delivery hose;
[0045] 8. Anti-breakaway fixed wire structure; 81. Screw hole plate; 82. First screw rod; 83. Connecting rod; 84. Limiting cylinder; 85. Limiting rod; 86. Annular clamping block; 87. Annular clamping groove; 88. Annular block; 89. Limiting screw hole; 810. Auxiliary block; 811. Limiting screw rod; 812. Limiting round rod;
[0046] 9. Ground support fixing structure; 91. Rectangular frame; 92. First screw hole block; 93. Second screw hole block; 94. Rectangular through slot; 95. L-shaped rod; 96. Clamping plate; 97. Clamping slot; 98. Round clamping hole; 99. Round clamping rod; 910. Protective cover plate; 911. Bottom plate; 912. Round sliding rod; 913. Auxiliary plate; 914. Ground insertion rod; 915. Reserved hole; 916. Second screw rod;
[0047] 10. Mounting plate; 11. Signal transceiver; 12. Pressure controller; 13. Main switch; 14. Data connection line. DETAILED DESCRIPTION
[0048] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
[0049] See also Figures 1 to 10 , the present invention provides a technical solution:
[0050] A remote grouting pressure monitoring device for a dark tunnel face, comprising:
[0051] Grouting machine 1;
[0052] A grouting tube 2, which is arranged on one side of the grouting machine 1, and the pressure inside the grouting tube needs to be monitored during the grouting process;
[0053] A feed pipe 3 and a discharge pipe 4, which are respectively arranged at the bottom and the top of the grouting tube 2;
[0054] An electronic pressure gauge 5, wherein the hollow screw at the bottom of the electronic pressure gauge 5 is fixedly connected to the locking screw at the top of the grouting barrel 2, and a varistor is provided at the connection between the electronic pressure gauge 5 and the hollow screw, and the varistor is electrically connected to the internal analysis and processing element;
[0055] The anti-blocking and pressure-stabilizing structure 6 is installed inside the electronic pressure gauge 5 and the grouting tube 2;
[0056] The deflation and pressure stabilizing structure 7 is installed at the top of the grouting tube 2. The deflation and pressure stabilizing structure 7 has two sets of use states. It is in a closed state under normal conditions. When the top of the grouting tube 2 is blocked, it is in a deflated state.
[0057] The anti-breakaway fixed wire structure 8 is arranged on one side of the electronic pressure gauge 5;
[0058] A ground-supporting fixed structure 9 and a mounting plate 10, and a fixed installation of the mounting plate 10 and the ground-supporting fixed structure 9;
[0059] A signal transceiver 11, wherein the signal transceiver 11 is mounted on one side of the mounting plate 10;
[0060] A pressure controller 12, the pressure controller 12 is mounted on one side of the mounting plate 10;
[0061] A main switch 13, which is mounted on one side of the mounting plate 10;
[0062] Data connection line 14, which is installed between the electronic pressure gauge 5, the signal transceiver 11, the pressure controller 12 and the main switch 13, and is used for data transmission and power transmission;
[0063] When using the device, the mounting plate 10 is fixed to the wall or the ground through the ground-supporting fixing structure 9. At this time, under the action of the signal transceiver 11 and other components, the data on the electronic pressure gauge 5 can be collected and displayed. Under the action of the anti-blocking and pressure-stabilizing structure 6, it can be distinguished whether the pressure increase is caused by blockage or grouting, thereby avoiding wrong judgment. Under the action of the air-venting and pressure-stabilizing structure 7, the pressure increase in the case of blockage can be released. Under the action of the anti-breakaway fixing structure 8, the data connection line 14 connected to the signal transceiver 11 and the electronic pressure gauge 5 can be fixed to prevent it from falling off.
[0064] refer to Figure 5 The anti-blocking and pressure-stabilizing structure 6 also includes a Z-shaped rod 61 rotatably connected to the inner wall of one side of the grouting cylinder 2. One end of the Z-shaped rod 61 is located on the inner wall of the discharge pipe 4 and is fixedly connected to a connecting block 62. A spiral leaf 67 is fixedly connected to the bottom of the connecting block 62. The spiral leaf 67 is a half-leaf. An annular groove 64 is provided on the inner wall of the discharge pipe 4. A sliding rod 63 is slidably connected to the inner wall of the annular groove 64. One end of the sliding rod 63 is fixedly connected to one side of the connecting block 62.
[0065] refer to Figure 6 The outer surface of the bottom extension tube of the electronic pressure gauge 5 is fixedly connected with a connecting plate 68, the bottom of the connecting plate 68 is fixedly connected with a fixed round rod 69, the bottom end of the fixed round rod 69 is slidably connected with a sliding round rod 610, the bottom end of the sliding round rod 610 is fixedly connected with a rectangular plate 612, the outer surface of the fixed round rod 69 is sleeved with a first spring 611, and the two ends of the first spring 611 are respectively fixedly connected to the outer surfaces of the connecting plate 68 and the sliding round rod 610;
[0066] refer to Figure 6 , the bottom end of the sliding round rod 610 is fixedly connected with a rectangular plate 612, an insertion rod 613 is inserted into the inner wall of the rectangular plate 612, one end of the insertion rod 613 is fixedly connected with a circular card frame 614, one end of the Z-shaped rod 61 is fixedly connected with a circular card block 65, the circular card block 65 can be inserted into the inner wall of the circular card frame 614, the inner wall of the circular card frame 614 is provided with a rectangular card slot 615, the outer surface of the circular card block 65 is fixedly connected with a rectangular card block 66, the rectangular card block 66 can be stuck into the inner wall of the rectangular card slot 615, the end of the insertion rod 613 away from the circular card frame 614 is fixedly connected with a circular block 616, the inner wall of the circular block 616 is inserted with a locking rod 617, and one side of the rectangular plate 612 is provided with a locking hole adapted to the inner wall of the locking rod 617;
[0067] Through the above scheme, when the pressure is too high, the rectangular plate 612 is pulled downward, so that the rectangular plate 612 can drive the sliding round rod 610 to slide on the outer surface of the fixed round rod 69, thereby causing the first spring 611 to deform. At this time, the circular clamping block 65 is clamped into the inner wall of the circular clamping frame 614, and the rectangular clamping block 66 can be clamped into the inner wall of the rectangular clamping groove 615. At this time, the insertion rod 613 is rotated, so that the insertion rod 613 can drive the Z-shaped rod 61 to rotate, and then drive the sliding rod 63 to slide in the annular groove 64, and then drive the spiral leaf 67 to rotate, so as to clear out the congested material in the discharge pipe 4. At this time, observe the value of the electronic pressure gauge 5. When not in use, insert the locking rod 617 into the locking hole to complete the fixation.
[0068] refer to Figure 1 and Figure 7 The deflation and pressure stabilizing structure 7 also includes a screw hole clamp 71 fixedly connected to the top of the grouting tube 2, a first threaded hollow rod 74 is clamped inside the screw hole clamp 71, a splash-proof frame 72 is fixedly connected to the top of the first threaded hollow rod 74, a sieve membrane 73 is fixedly connected to the inner wall of the splash-proof frame 72, a second threaded hollow rod 75 is fixedly connected to the top of the splash-proof frame 72, a screw hole cap 76 is threadedly connected to the outer surface of the second threaded hollow rod 75, and a conveying hose 77 can also be sleeved on the outer surface of the second threaded hollow rod 75;
[0069] Through the above structure, when it is necessary to deflate and stabilize the pressure, the first threaded hollow rod 74 is fixed to the screw hole cartridge 71, and the pressurized gas flows to the conveying leather tube 77 through the splash-proof frame 72. When slurry overflows, large particles can be screened out by the sieve membrane 73 and then transported through the conveying leather tube 77. When deflation is not needed, the conveying leather tube 77 is removed, and the screw hole cap 76 is fixed to the second threaded hollow rod 75 on the top to seal the splash-proof frame 72 to avoid air leakage.
[0070] refer to Figure 1 and Fig. 9 The anti-breakaway fixed line structure 8 also includes an annular block 88 fixed to the end of the data connection line 14, a first screw 82 rotatably connected to one side of the electronic pressure gauge 5, and a detachable auxiliary block 810. The outer surface of the first screw 82 is threadedly connected to a screw hole plate 81, and a limiting rod 85 is inserted into the inner wall of the screw hole plate 81. The limiting rod 85 can be inserted into the inner wall of the screw hole plate 81. A connecting rod 83 is fixedly connected to the bottom of the screw hole plate 81, and the bottom end of the connecting rod 83 is fixedly connected to a limiting cylinder 84. An annular clamping block 86 is fixedly connected to one side of the outer surface of the limiting cylinder 84. An annular clamping groove 87 is opened at the data connection port on one side of the electronic pressure gauge 5, and the annular clamping block 86 can be stuck into the inner wall of the annular clamping groove 87.
[0071] refer to Figure 1 and Fig. 9A limiting round rod 812 is fixedly connected to one side of the auxiliary block 810, a limiting round hole matching the limiting round rod 812 is provided on one side of the limiting cylinder 84, a limiting screw 811 is threadedly connected to the inner wall of the auxiliary block 810, and a limiting screw hole 89 matching the limiting screw 811 is provided on the inner wall of the annular block 88;
[0072] Through the above structure, when it is necessary to prevent the data connection line 14 from falling off, the end of the data connection line 14 is inserted into the limiting tube 84, and the first screw 82 is rotated at this time, so that the first screw 82 can drive the screw hole plate 81 to move, and then drive the connecting rod 83 and the limiting tube 84 to move, so that the annular block 86 on the limiting tube 84 can be inserted into the inner wall of the annular groove 87, and the limiting round rod 812 is inserted into the limiting round hole. At this time, the limiting screw 811 is rotated so that the limiting screw 811 can be fixed with the limiting screw hole 89, and then the data connection line 14 can be limited.
[0073] refer to Figure 1 and Fig.10 The ground-supporting fixing structure 9 also includes a rectangular frame 91 and a protective cover plate 910. A second screw rod 916 is rotatably connected between the top and bottom of the inner wall of the rectangular frame 91. The thread shapes at both ends of the second screw rod 916 are arranged symmetrically in opposite directions. The outer surface of the second screw rod 916 is symmetrically threadedly connected with a first screw hole block 92 and a second screw hole block 93. Rectangular through grooves 94 are provided on both sides of the rectangular frame 91. L-shaped rods 95 are fixedly connected on both sides of the first screw hole block 92. Circular sliding rods 912 are fixedly connected on both sides of the second screw hole block 93. The L-shaped rod 95 and the circular sliding rod 912 are both slidably arranged on the inner wall of the rectangular through groove 94.
[0074] refer to Figure 1 and Fig.10 One end of the L-shaped rod 95 away from the first screw hole block 92 is fixedly connected to a clamping plate 96, a wire clamping groove 97 is opened on one side of the clamping plate 96, and the inner wall of the wire clamping groove 97 is fixedly connected to an anti-sliding block, a circular clamping hole 98 is opened at the bottom of the clamping plate 96, and the bottom of the protective cover plate 910 is symmetrically fixedly connected with a circular clamping rod 99, which can be clamped into the inner wall of the circular clamping hole 98.
[0075] refer to Figure 1 and Fig.10 The end of the circular sliding rod 912 away from the second screw hole block 93 is fixedly connected to an auxiliary plate 913, the bottom of the auxiliary plate 913 is fixedly connected to a ground rod 914, the bottom of the rectangular frame 91 is fixedly connected to a base plate 911, the ground rod 914 can be inserted into the inner wall of the base plate 911, and reserved holes 915 are opened at the four corners of the mounting plate 10.
[0076] Through the above structure, when the mounting plate 10 needs to be supported on the ground for installation, the second screw rod 916 is rotated at this time, so that the second screw rod 916 can drive the first screw hole block 92 and the second screw hole block 93 to move, and then the L-shaped rod 95 can be driven to move upward, and the data connection line 14 located on one side of the mounting plate 10 is clamped into the wire clamping groove 97, and the round clamping rod 99 on the protective cover plate 910 is clamped into the round clamping hole 98. The movement of the second screw hole block 93 can drive the circular sliding rod 912 to slide on the inner wall of the rectangular through groove 94, and then the ground rod 914 can be driven to be inserted into the reserved socket on the ground for fixation. At this time, the base plate 911 can support the entire mounting plate 10.
[0077] The overall working principle of the above is:
[0078] When in use, the hollow screw on the electronic pressure gauge 5 is fixed to the locking screw on the grouting barrel 2, and the data connection line 14 is fixed to the connection port on the electronic pressure gauge 5. When the pressure value is displayed on the electronic pressure gauge 5, the value can be transmitted to the signal transceiver 11, and then the pressure controller 12 and the main switch 13 are manually controlled for adjustment;
[0079] When the pressure is too high, the rectangular plate 612 is pulled downward, so that the rectangular plate 612 can drive the sliding round rod 610 to slide on the outer surface of the fixed round rod 69, thereby causing the first spring 611 to deform. At this time, the circular clamping block 65 is clamped into the inner wall of the circular clamping frame 614, and the rectangular clamping block 66 can be clamped into the inner wall of the rectangular clamping groove 615. At this time, the insertion rod 613 is rotated, so that the insertion rod 613 can drive the Z-shaped rod 61 to rotate, and then the sliding rod 63 can be driven to slide in the annular groove 64, and then the spiral leaf 67 can be driven to rotate, and the congested material in the discharge pipe 4 can be cleared out. At this time, the value of the electronic pressure gauge 5 is observed again. When not in use, the positioning rod 617 is inserted into the positioning hole to complete the fixation;
[0080] When it is necessary to deflate and stabilize the pressure, the first threaded hollow rod 74 is fixed to the screw hole cartridge 71, and the pressurized gas flows to the conveying leather tube 77 through the splash-proof frame 72. When the slurry overflows, the large particles can be screened out by the sieve membrane 73 and then conveyed through the conveying leather tube 77. When it is not necessary to deflate, the conveying leather tube 77 is removed, and the screw hole cap 76 is fixed to the second threaded hollow rod 75 at the top to seal the splash-proof frame 72 to prevent air leakage.
[0081] When the data connection line 14 needs to be prevented from falling off, the end of the data connection line 14 is inserted into the limiting cylinder 84, and the first screw rod 82 is rotated at this time, so that the first screw rod 82 can drive the screw hole plate 81 to move, and then the connecting rod 83 and the limiting cylinder 84 can be driven to move, so that the annular block 86 on the limiting cylinder 84 can be inserted into the inner wall of the annular groove 87, and the limiting round rod 812 is inserted into the limiting round hole. At this time, the limiting screw 811 is rotated, so that the limiting screw 811 can be fixed with the limiting screw hole 89, and then the data connection line 14 can be limited;
[0082] When the mounting plate 10 needs to be supported on the ground for installation, the second screw rod 916 is rotated at this time, so that the second screw rod 916 can drive the first screw hole block 92 and the second screw hole block 93 to move, and then the L-shaped rod 95 can be driven to move upward, and the data connection line 14 located on one side of the mounting plate 10 is clamped into the wire clamping groove 97, and the round clamping rod 99 on the protective cover plate 910 is clamped into the round clamping hole 98. The movement of the second screw hole block 93 can drive the round sliding rod 912 to slide on the inner wall of the rectangular through groove 94, and then the ground rod 914 can be driven to be inserted into the reserved socket on the ground for fixation. At this time, the base plate 911 can support the entire mounting plate 10.
[0083] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. A remote grouting pressure monitoring device for a dark tunnel face, characterized in that: include: Grouting machine (1); A grouting barrel (2), which is arranged on one side of the grouting machine (1), and the pressure inside the grouting barrel (2) needs to be monitored during the grouting process; A feed pipe (3) and a discharge pipe (4), wherein the feed pipe (3) and the discharge pipe (4) are respectively arranged at the bottom and the top of the grouting cylinder (2); An electronic pressure gauge (5), wherein the hollow screw at the bottom of the electronic pressure gauge (5) is fixedly connected to the locking screw at the top of the grouting barrel (2), and a varistor is provided at the connection between the electronic pressure gauge (5) and the hollow screw, and the varistor is electrically connected to an internal analysis and processing element; An anti-blocking and pressure-stabilizing structure (6), the anti-blocking and pressure-stabilizing structure (6) being installed inside the electronic pressure gauge (5) and the grouting tube (2); An air-release and pressure-stabilizing structure (7), which is installed on the top of the grouting tube (2). The air-release and pressure-stabilizing structure (7) has two sets of use states. It is in a closed state under normal conditions, and is in a deflated state when a blockage occurs on the top of the grouting tube (2); An anti-breakaway fixing wire structure (8), the anti-breakaway fixing wire structure (8) being arranged on one side of the electronic pressure gauge (5); A ground-supporting fixing structure (9) and a mounting plate (10), and fixed installation of the mounting plate (10) and the ground-supporting fixing structure (9); A signal transceiver (11), the signal transceiver (11) being mounted on one side of the mounting plate (10); A pressure controller (12), the pressure controller (12) being mounted on one side of the mounting plate (10); A main switch (13), the main switch (13) being mounted on one side of the mounting plate (10); A data connection line (14) is installed between the electronic pressure gauge (5), the signal transceiver (11), the pressure controller (12) and the main switch (13) and is used for data transmission and power transmission.
2. The remote grouting pressure monitoring device for a dark tunnel face according to claim 1 is characterized in that: The anti-blocking and pressure-stabilizing structure (6) also includes a Z-shaped rod (61) rotatably connected to the inner wall of one side of the grouting cylinder (2), one end of the Z-shaped rod (61) is located on the inner wall of the discharge pipe (4) and is fixedly connected to a connecting round block (62), the bottom of the connecting round block (62) is fixedly connected to a spiral blade (67), and the spiral blade (67) is a half blade. The inner wall of the discharge pipe (4) is provided with an annular groove (64), and the inner wall of the annular groove (64) is slidably connected to a sliding rod (63), and one end of the sliding rod (63) is fixedly connected to one side of the connecting round block (62).
3. The remote grouting pressure monitoring device for a dark tunnel face according to claim 1 is characterized in that: The outer surface of the bottom extension tube of the electronic pressure gauge (5) is fixedly connected to a connecting plate (68), the bottom of the connecting plate (68) is fixedly connected to a fixed round rod (69), the bottom end of the fixed round rod (69) is slidably connected to a sliding round rod (610), the bottom end of the sliding round rod (610) is fixedly connected to a rectangular plate (612), the outer surface of the fixed round rod (69) is sleeved with a first spring (611), and the two ends of the first spring (611) are respectively fixedly connected to the outer surfaces of the connecting plate (68) and the sliding round rod (610).
4. The remote grouting pressure monitoring device for a dark tunnel face according to claim 3 is characterized in that: The bottom end of the sliding round rod (610) is fixedly connected to a rectangular plate (612), the inner wall of the rectangular plate (612) is provided with an insertion rod (613), one end of the insertion rod (613) is fixedly connected to a round clamping frame (614), one end of the Z-shaped rod (61) is fixedly connected to a round clamping block (65), the round clamping block (65) can be inserted into the inner wall of the round clamping frame (614), and the inner wall of the round clamping frame (614) is provided with a rectangular clamping groove (615). ), the outer surface of the circular clamping block (65) is fixedly connected to a rectangular clamping block (66), and the rectangular clamping block (66) can be clamped into the inner wall of the rectangular clamping groove (615), and the end of the insertion rod (613) away from the circular clamping frame (614) is fixedly connected to a circular block (616), and a locking rod (617) is inserted into the inner wall of the circular block (616), and a locking hole that is compatible with the inner wall of the locking rod (617) is opened on one side of the rectangular plate (612).
5. The remote grouting pressure monitoring device for a dark tunnel face according to claim 1 is characterized in that: The degassing and pressure-stabilizing structure (7) also includes a screw hole clamp (71) fixedly connected to the top of the grouting cylinder (2), a first threaded hollow rod (74) is clamped inside the screw hole clamp (71), a splash-proof frame (72) is fixedly connected to the top of the first threaded hollow rod (74), a sieve membrane (73) is fixedly connected to the inner wall of the splash-proof frame (72), a second threaded hollow rod (75) is fixedly connected to the top of the splash-proof frame (72), a screw hole cap (76) is threadedly connected to the outer surface of the second threaded hollow rod (75), and a conveying hose (77) can also be sleeved on the outer surface of the second threaded hollow rod (75).
6. The remote grouting pressure monitoring device for a dark tunnel face according to claim 1 is characterized in that: The anti-breakaway fixed line structure (8) also includes an annular block (88) fixed to the end of the data connection line (14), a first screw rod (82) rotatably connected to one side of the electronic pressure gauge (5), and a detachable auxiliary block (810); the outer surface of the first screw rod (82) is threadedly connected to a screw hole plate (81); the inner wall of the screw hole plate (81) is inserted with a limit rod (85); the limit rod (85) can be inserted into the inner wall of the screw hole plate (81); the bottom of the screw hole plate (81) is fixedly connected to a connecting rod (83); the bottom end of the connecting rod (83) is fixedly connected to a limit cylinder (84); one side of the outer surface of the limit cylinder (84) is fixedly connected to an annular clamping block (86); an annular clamping groove (87) is provided at the data connection port on one side of the electronic pressure gauge (5); the annular clamping block (86) can be clamped into the inner wall of the annular clamping groove (87).
7. The remote grouting pressure monitoring device for a dark tunnel face according to claim 6 is characterized in that: One side of the auxiliary block (810) is fixedly connected to a limiting round rod (812), one side of the limiting cylinder (84) is provided with a limiting round hole adapted to the limiting round rod (812), the inner wall of the auxiliary block (810) is threadedly connected to a limiting screw (811), and the inner wall of the annular block (88) is provided with a limiting screw hole (89) adapted to the limiting screw (811).
8. The remote grouting pressure monitoring device for a dark tunnel face according to claim 1 is characterized in that: The ground-supporting fixing structure (9) also includes a rectangular frame (91) and a protective cover plate (910); a second screw rod (916) is rotatably connected between the top and bottom of the inner wall of the rectangular frame (91); the thread shapes of the two ends of the second screw rod (916) are arranged in opposite and symmetrical patterns; the outer surface of the second screw rod (916) is symmetrically threadedly connected to a first screw hole block (92) and a second screw hole block (93); rectangular through grooves (94) are provided on both sides of the rectangular frame (91); L-shaped rods (95) are fixedly connected to both sides of the first screw hole block (92); and circular sliding rods (912) are fixedly connected to both sides of the second screw hole block (93); the L-shaped rod (95) and the circular sliding rod (912) are both slidably arranged on the inner wall of the rectangular through groove (94).
9. A remote grouting pressure monitoring device for a dark tunnel face according to claim 8, characterized in that: One end of the L-shaped rod (95) away from the first screw hole block (92) is fixedly connected to a clamping plate (96); a wire clamping groove (97) is provided on one side of the clamping plate (96); an anti-sliding block is fixedly connected to the inner wall of the wire clamping groove (97); a circular clamping hole (98) is provided at the bottom of the clamping plate (96); and a circular clamping rod (99) is symmetrically fixedly connected to the bottom of the protective cover plate (910); and the circular clamping rod (99) can be clamped into the inner wall of the circular clamping hole (98).
10. The remote grouting pressure monitoring device for a dark tunnel face according to claim 8, characterized in that: One end of the circular sliding rod (912) away from the second screw hole block (93) is fixedly connected to an auxiliary plate (913), the bottom of the auxiliary plate (913) is fixedly connected to a ground insertion rod (914), the bottom of the rectangular frame (91) is fixedly connected to a bottom plate (911), the ground insertion rod (914) can be inserted into the inner wall of the bottom plate (911), and reserved holes (915) are opened at the four corners of the mounting plate (10).