Tunnel drilling and grouting integrated construction equipment

Abstract

The invention discloses tunnel drilling and grouting integrated construction equipment which comprises a supporting frame and two supporting discs symmetrically and fixedly installed on the supporting frame, adjusting mechanisms are installed on the supporting discs, and the construction equipment further comprises a driving mechanism connected with the two adjusting mechanisms; the digging mechanism is connected with the driving mechanism and used for digging holes in the tunnel wall; the grouting mechanism is connected with the driving mechanism, the bottom of the grouting mechanism extends into the digging mechanism and is connected with the digging mechanism, and the grouting mechanism is used for timely grouting operation after holes are formed in the inner wall of the tunnel, so that the purpose of reducing construction steps is achieved; according to the tunnel drilling and grouting integrated construction equipment, the digging direction is adjusted through the adjusting mechanism, the driving mechanism drives the digging mechanism to rotate and linearly move to dig a hole, meanwhile, the grouting mechanism injects grout into the hole, and drilling and grouting integrated operation is achieved.

Description

Technical Field

[0001] The invention belongs to the technical field of tunnel construction and relates to tunnel drilling and grouting integrated construction equipment. Background Art

[0002] Grouting technology plays a crucial role in tunnel construction for surrounding rock reinforcement and water seepage control. Traditional construction techniques typically separate drilling and grouting into two separate steps: first, drilling the hole with a drill, followed by separate grouting operations. While this step-by-step approach can achieve the goals of surrounding rock reinforcement and water seepage control to a certain extent, it presents numerous challenges in actual construction, severely impacting efficiency and quality.

[0003] The traditional step-by-step operation model requires repeated positioning and disassembly of equipment, resulting in extended process transitions and significantly increased labor costs. Especially during tunnel roof operations, existing equipment lacks a stable support mechanism, making the positioning process cumbersome and time-consuming, further impacting construction efficiency. Furthermore, the step-by-step operation model cannot achieve a seamless transition between drilling and grouting, potentially delaying the timing of surrounding rock reinforcement, thereby impacting surrounding rock stability and construction safety. These issues are particularly prominent in complex geological conditions, limiting the efficiency and quality of tunnel construction.

[0004] In response to the problems existing in the above-mentioned prior art, the present invention proposes an integrated tunnel drilling and grouting construction equipment. This equipment is designed to simplify the construction process by integrating the drilling and grouting processes, reduce the number of equipment positioning and disassembly, thereby shortening the process connection time and reducing labor costs. At the same time, the equipment will be equipped with a stable support mechanism to improve the positioning efficiency and stability when operating on the tunnel top wall. In addition, the integrated design can ensure seamless connection between drilling and grouting, complete surrounding rock reinforcement in a timely manner, and avoid delays in reinforcement timing. Through the above-mentioned improvements, the present invention will significantly improve the efficiency and quality of tunnel construction and better adapt to construction needs under complex geological conditions. Summary of the Invention

[0005] In view of this, the present invention provides an integrated tunnel drilling and grouting construction equipment to solve the problem that the existing equipment lacks a stable support mechanism, the positioning process is cumbersome and time-consuming, and the construction efficiency is affected when working on the tunnel top wall.

[0006] In order to achieve the above object, the present invention provides the following technical solutions:

[0007] A tunnel boring and grouting integrated construction equipment includes a support frame, four wheels are symmetrically mounted on the bottom of the support frame, two support plates are symmetrically fixedly mounted on the support frame, and an adjustment mechanism is mounted on the support plates. The construction equipment also includes:

[0008] a driving mechanism connected to the two adjusting mechanisms;

[0009] an excavation mechanism connected to the driving mechanism, the excavation mechanism being used to excavate a hole into the tunnel wall;

[0010] The grouting mechanism is connected to the driving mechanism, and the bottom of the grouting mechanism extends into the excavation mechanism and is connected to the excavation mechanism. The grouting mechanism is used to open holes on the inner wall of the tunnel and perform grouting operations in a timely manner to achieve the purpose of reducing construction steps.

[0011] Furthermore, the adjusting mechanism includes a sleeve that passes through the supporting plate and is rotatably connected to the supporting plate, a rotating shaft is fixedly installed in the sleeve, a mounting plate is fixedly installed at one end of the rotating shaft, the mounting plate is connected to the adjusting mechanism, and a gear plate is fixedly sleeved on the other end of the rotating shaft, a driving arm is fixedly installed at an eccentric position on one side of the gear plate, and a handle is rotatably connected to the bottom of one side of the driving arm.

[0012] Furthermore, there are two support shafts symmetrically passing through the support frame for rotational connection, a positioning arm is fixedly installed at one end of the support shaft, and a locking tooth is provided on the positioning arm. The locking tooth is movably engaged with the gear disc for braking and positioning the gear disc, and a torsion spring is mounted on the support shaft, and the two ends of the torsion spring are fixedly connected to the other end of the support shaft and one side of the support frame by bolts respectively.

[0013] Furthermore, the driving mechanism includes two limit frames, which are fixedly connected to the two mounting plates by screws respectively, and the limit plates are slidably connected inside the limit frames. The two limit plates are fixedly installed with connecting shafts on the sides close to each other, and the two connecting shafts are connected to the grouting mechanism on the ends close to each other. The top of one side of the two limit frames is connected to the same power assembly, and the bottom of the two limit frames is fixedly installed with the same base frame, the bottom of the power assembly is connected to the top of the base frame, and a threaded assembly is passed through the base frame, the bottom of the threaded assembly is connected to the excavation mechanism, the power assembly is connected to the threaded assembly, the grouting mechanism is installed on the top of the threaded assembly, and the bottom of the grouting mechanism passes through the threaded assembly and is connected to the excavation mechanism.

[0014] Furthermore, the power assembly includes a mounting frame, which is fixedly mounted on the top of one side of the two limit frames. A drive motor is fixedly mounted on the top of the mounting frame by bolts. The output shaft of the drive motor extends to the bottom of the mounting frame and is fixedly mounted with a transmission shaft. The bottom end of the transmission shaft is rotatably connected to the top of the base frame. A gear column is fixedly mounted on the transmission shaft by a key connection. A driven gear is mounted on the threaded assembly, and the gear column is engaged with the driven gear.

[0015] Furthermore, the threaded assembly includes a nut fixedly mounted on the top of the base frame, an external threaded tube is connected through a thread running through the nut, the bottom end of the external threaded tube extends to the bottom of the base frame and is fixedly mounted with a connecting ring, the connecting ring is connected to the excavation mechanism through a plurality of fixing bolts, the top end of the external threaded tube is connected to the grouting mechanism, the grouting mechanism passes through the external threaded tube, and the driven gear is fixedly sleeved on the external threaded tube.

[0016] Furthermore, the grouting mechanism includes a liquid injection box fixedly connected to the two connecting shafts respectively, an external pipe is fixedly installed on the inner wall of one side of the liquid injection box, the top end of the external threaded pipe extends into the liquid injection box and is fixedly installed with a connecting plate, the connecting plate is rotatably connected to the inner wall of the liquid injection box, and a plurality of delivery pipes are fixedly installed on the connecting plate at equal intervals, the bottom end of the delivery pipe passes through the external threaded pipe and is fixedly installed with a plug, and the plurality of plugs are all connected to the excavation mechanism.

[0017] Furthermore, the excavation mechanism includes a drill bit, which has a hollow structure. Rake teeth are fixedly installed on the outside of the drill bit at equal intervals. A plurality of mud outlet grooves are opened on the outside of the drill bit at equal intervals. The mud outlet grooves are spaced apart from the rake teeth. A second flow hole is opened on the bottom inner wall of one side of the mud outlet groove. A connecting assembly is installed in the drill bit, and the connecting assembly is connected to a plurality of fixing bolts. A dispersion assembly is installed through the connecting assembly, and the dispersion assembly is respectively connected to a plurality of clamping pipes.

[0018] Furthermore, the connecting assembly includes a mounting ring fixedly installed in the drill bit, multiple fixing bolts all pass through the mounting ring and are connected to the mounting ring, a docking ring is fixedly installed on the top of the mounting ring, and multiple slots are opened at equal intervals on the top of the docking ring. It also includes multiple positioning pins fixedly installed at equal intervals on the bottom of the connecting ring, the bottom ends of the positioning pins are inserted into the corresponding slots and plugged into the slots, and the dispersion assembly passes through the docking ring and is connected to the inner wall of the docking ring.

[0019] Furthermore, the dispersion component includes a positioning ring fixedly installed in the docking ring, and a plurality of flow tubes are fixedly installed on the positioning ring at equal intervals. A clamping tube is fixedly installed on the top of the flow tube, and the clamping tube is clamped with the corresponding plug. The bottom ends of the plurality of flow tubes are fixedly connected to the same annular tube, which is fixedly installed on the inner wall of the drill bit. A plurality of first flow holes are opened on the side inner wall of the annular tube at equal intervals, and the first flow holes are connected to the corresponding second flow holes.

[0020] The beneficial effects of the present invention are:

[0021] 1. The integrated tunnel drilling and grouting construction equipment disclosed in the present invention can rotate the driving arm by pulling the handle through the provided adjustment mechanism, and the rotating shaft can be rotated by the gear disk, so that the direction of the adjustment mechanism can be rotated and adjusted, thereby adjusting the movement direction of the excavation mechanism, and thus adjusting the position of the excavation mechanism according to the position of the hole drilled inside the tunnel.

[0022] 2. The integrated tunnel drilling and grouting construction equipment disclosed in the present invention can drive the transmission shaft to rotate by starting the driving motor through the provided driving mechanism. At this time, it can drive the gear column to rotate, that is, it can drive the threaded assembly to move under the meshing transmission action with the driven gear, and the gear column is long, so when the driven gear moves with the threaded assembly, it can always keep the gear column and the driven gear in a meshing state, so that the threaded assembly can be continuously driven, that is, it can drive the excavation mechanism to rotate and move, so as to facilitate the excavation of holes in the inner wall of the tunnel.

[0023] 3. The integrated tunnel drilling and grouting construction equipment disclosed in the present invention can connect the drill bit to the connecting ring through the excavation mechanism provided. The drill bit can be installed and the drill bit can be rotated and moved synchronously with the external threaded pipe. At the same time, the dispersion component can be docked with multiple plugs. At this time, the cement slurry transported through the delivery pipe can be injected into the excavated holes through the dispersion component and multiple second flow holes.

[0024] 4. The integrated tunnel drilling and grouting construction equipment disclosed in the present invention can, through the grouting mechanism, connect the external pipe to the cement slurry delivery pipeline, and then deliver the cement slurry into the injection box. Then, through multiple delivery pipes, the cement slurry can be delivered to the excavation mechanism, thereby enabling the cement slurry to be transported into the excavation mechanism and discharged from the excavation mechanism to realize grouting into the opened hole.

[0025] Other advantages, objects, and features of the present invention will be described in part in the following description and, in part, will be apparent to those skilled in the art upon examination of the following description or may be learned from practice of the present invention. The objects and other advantages of the present invention may be realized and obtained through the following description. BRIEF DESCRIPTION OF THE DRAWINGS

[0026] In order to make the purpose, technical solutions and advantages of the present invention more clear, the present invention will be described in detail below with reference to the accompanying drawings, in which:

[0027] Figure 1This is a schematic diagram of the structure of the tunnel drilling and grouting integrated construction equipment of the present invention. Figure 1 ;

[0028] Figure 2 This is a schematic diagram of the structure of the tunnel drilling and grouting integrated construction equipment of the present invention. Figure 2 ;

[0029] Figure 3 For the present invention Figure 2 3D schematic diagram of the separation structure of the middle mounting plate, sleeve and gear plate;

[0030] Figure 4 For the present invention Figure 2 3D schematic diagram of the cross-sectional structure of the internal and external threaded pipe;

[0031] Figure 5 For the present invention Figure 2 A three-dimensional schematic diagram of the connection structure of the drill bit, mounting ring, docking ring, and multiple flow tubes;

[0032] Figure 6 For the present invention Figure 2 3D schematic diagram of the drill bit, mounting ring, multiple flow tubes, and annular tube separation structure;

[0033] Figure 7 For the present invention Figure 2 3D schematic diagram of the connection structure of the drive motor, gear column, driven gear and external threaded pipe;

[0034] Figure 8 For the present invention Figure 2 3D schematic diagram of the middle support shaft, positioning arm and latch connection structure.

[0035] Reference numerals: 1, support frame; 2, wheel; 3, support plate; 4, shaft sleeve; 5, rotating shaft; 6, mounting plate; 7, limit frame; 8, limit plate; 9, connecting shaft; 10, liquid injection box; 11, external pipe; 12, external threaded pipe; 13, connecting plate; 14, delivery pipe; 15, plug; 16, connecting ring; 17, positioning pin; 18, fixing bolt; 19, drill bit; 20, rake teeth; 21, mud trough; 22, mounting ring; 23, Connecting ring; 24. Slot; 25. Positioning ring; 26. Flow tube; 27. Clamping tube; 28. Ring tube; 29. First flow hole; 30. Second flow hole; 31. Base frame; 32. Nut; 33. Mounting frame; 34. Drive motor; 35. Transmission shaft; 36. Gear column; 37. Driven gear; 38. Sprocket; 39. Drive arm; 40. Handle; 41. Support shaft; 42. Positioning arm; 43. Clamping teeth; 44. Torsion spring. DETAILED DESCRIPTION

[0036] The following describes the embodiments of the present invention through specific examples. Those skilled in the art will readily understand the other advantages and benefits of the present invention from the disclosure herein. The present invention may also be implemented or applied through various other specific embodiments, and the details in this specification may be modified or altered based on different viewpoints and applications without departing from the spirit of the present invention.

[0037] Example 1

[0038] Reference Figure 1-3 This integrated tunnel boring and grouting construction equipment features four wheels 2 symmetrically mounted on the bottom of a support frame 1, and two support discs 3 symmetrically fixedly mounted on the support frame 1. An adjustment mechanism is mounted on the support disc 3. This adjustment mechanism includes a shaft sleeve 4 that passes through the support disc 3 and is rotatably connected to the support disc 3. A rotating shaft 5 is fixedly mounted within the shaft sleeve 4. A mounting disc 6 is fixedly mounted on one end of the rotating shaft 5, which is used to connect to the drive mechanism. A toothed disc 38 is fixedly mounted on the other end of the rotating shaft 5. A driving arm 39 is fixedly mounted at an eccentric position on one side of the toothed disc 38. A handle 40 is rotatably connected to the bottom of one side of the driving arm 39. By pulling the handle 40, the driving arm 39 rotates, which in turn rotates the rotating shaft 5 through the toothed disc 38, thereby achieving rotational adjustment of the adjustment mechanism's direction of motion. This allows the excavation mechanism to be adjusted in direction, and the excavation mechanism's position to be adjusted according to the drilling location within the tunnel.

[0039] like Figure 2 and Figure 8 As shown, two support shafts 41 are symmetrically connected and rotatably extend through the support frame 1. A positioning arm 42 is fixedly mounted on one end of the support shaft 41. The positioning arm 42 is provided with a latching tooth 43, which is movably engaged with the toothed disc 38 to brake and position the toothed disc 38. A torsion spring 44 is mounted on the support shaft 41. The two ends of the torsion spring 44 are respectively fixedly connected to the other end of the support shaft 41 and one side of the support frame 1 via bolts. After the angle of the adjustment mechanism is adjusted by rotating the toothed disc 38, the positioning arm 42 is released. The torsion spring 44, which is in a stressed state, drives the support shaft 41 to rotate, driving the positioning arm 42 to move, causing the latching tooth 43 to engage with the toothed disc 38 and position it, thereby limiting the angle of the adjustment mechanism.

[0040] like Figure 1 、 Figure 4 and Figure 7As shown, the construction equipment also includes a driving mechanism, which includes two limit frames 7. The two limit frames 7 are respectively fixedly connected to the two mounting plates 6 by screws. The limit plates 8 are slidably connected inside the limit frames 7. The two limit plates 8 are fixedly installed with a connecting shaft 9 on the side close to each other. The top of one side of the two limit frames 7 is connected to the same power assembly, and the bottom of the two limit frames 7 is fixedly installed with the same base frame 31. The bottom of the power assembly is connected to the top of the base frame 31. The base frame 31 is penetrated by a threaded assembly. The bottom of the threaded assembly is connected to the excavation mechanism. The power assembly is connected to the threaded assembly. The grouting mechanism is installed on the top of the threaded assembly. The bottom of the grouting mechanism passes through the threaded assembly and is connected to the excavation mechanism.

[0041] like Figure 7 As shown, the power assembly includes a mounting frame 33, which is fixedly mounted on the top of one side of the two limiting frames 7. A drive motor 34 is fixedly mounted on the top of the mounting frame 33 by bolts. The output shaft of the drive motor 34 extends below the mounting frame 33 and is fixedly mounted with a transmission shaft 35. The bottom end of the transmission shaft 35 is rotatably connected to the top of the base frame 31. A gear column 36 is fixed to the transmission shaft 35 by a key connection. A driven gear 37 is installed on the threaded assembly, and the gear column 36 meshes with the driven gear 37. When the drive motor 34 is started, the transmission shaft 35 rotates, which in turn drives the gear column 36 to rotate. Under the meshing transmission action with the driven gear 37, the threaded assembly is driven to move. The gear column 36 is long, and when the driven gear 37 moves with the threaded assembly, the gear column 36 and the driven gear 37 are always kept in meshing state, thereby continuously driving the threaded assembly.

[0042] like Figure 7 As shown, the threaded assembly includes a nut 32 fixedly mounted on the top of a base frame 31. The nut 32 is threadedly connected to an externally threaded tube 12. The bottom end of the externally threaded tube 12 extends below the base frame 31 and is fixedly mounted with a connecting ring 16. The connecting ring 16 is connected to the excavation mechanism via a plurality of fixing bolts 18. The top end of the externally threaded tube 12 is connected to a grouting mechanism, which extends through the externally threaded tube 12. A driven gear 37 is fixedly mounted on the externally threaded tube 12. Upon receiving the driving force from the driven gear 37, the externally threaded tube 12 rotates, driving the excavation mechanism to rotate. At the same time, as the externally threaded tube 12 rotates, the threaded transmission between the nut 32 and the externally threaded tube 12 drives the externally threaded tube 12 to move linearly, thereby driving the excavation mechanism to move. This allows the excavation mechanism to maintain rotation and linear movement, facilitating the excavation of holes in the inner wall of the tunnel.

[0043] like Figure 7As shown, the grouting mechanism includes a liquid injection box 10 fixedly connected to two connecting shafts 9. An external pipe 11 is fixedly installed on the inner wall of one side of the liquid injection box 10. The top end of the external threaded pipe 12 extends into the liquid injection box 10 and is fixedly installed with a connecting plate 13. The connecting plate 13 is rotatably connected to the inner wall of the liquid injection box 10. A plurality of delivery pipes 14 are fixedly installed on the connecting plate 13 at equal intervals. The bottom end of the delivery pipe 14 passes through the external threaded pipe 12 and is fixedly installed with a plug 15. The plurality of plugs 15 are all connected to the excavation mechanism. After the external pipe 11 is connected to the delivery pipeline of the cement slurry, the cement slurry is transported and injected into the liquid injection box 10. After being transported by the plurality of delivery pipes 14, the cement slurry is transported into the excavation mechanism. The cement slurry is transported and discharged from the excavation mechanism to achieve grouting into the opened hole.

[0044] like Figure 5 As shown, the excavation mechanism includes a drill bit 19, which is a hollow structure. Rake teeth 20 are fixedly mounted on the outside of the drill bit 19 at equal intervals. Multiple mud discharge grooves 21 are defined on the outside of the drill bit 19 at equal intervals, spaced apart from the rake teeth 20. Second flow holes 30 are defined on the inner wall of the bottom of one side of the mud discharge grooves 21. A connecting assembly is installed within the drill bit 19 and connected to multiple fixing bolts 18. A dispersion assembly is installed through the connecting assembly and connected to multiple clamping tubes 27. After the connecting assembly is connected to the multiple fixing bolts 18, the drill bit 19 is connected to the connecting ring 16 to install the drill bit 19. The drill bit 19 rotates and moves synchronously with the externally threaded tube 12. Simultaneously, the dispersion assembly is docked with multiple plugs 15, allowing cement slurry delivered through the delivery pipe 14 to be injected into the excavated hole through the dispersion assembly and the multiple second flow holes 30.

[0045] The present application can be used in the field of tunnel construction technology, and can also be used in other fields applicable to the present application.

[0046] Example 2

[0047] refer to Figure 5-6Based on the improvement of Example 1, in this integrated tunnel drilling and grouting construction equipment, the connection assembly includes a mounting ring 22 fixedly mounted within the drill bit 19, a plurality of fixing bolts 18 all passing through the mounting ring 22 and connected to the mounting ring 22, a docking ring 23 fixedly mounted on the top of the mounting ring 22, a plurality of slots 24 being provided at equal intervals on the top of the docking ring 23, and a plurality of locating pins 17 fixedly mounted at equal intervals on the bottom of the connecting ring 16, the bottom ends of the locating pins 17 being inserted into and plugged into the corresponding slots 24, and the dispersion assembly passing through the docking ring 23 and connected to the inner wall of the docking ring 23. After docking the connecting ring 16 with the docking ring 23, the plurality of locating pins 17 are inserted into the corresponding slots 24, and then the fixing bolts 18 are passed through the mounting ring 22 and the connecting ring 16 to stably connect the mounting ring 22 and the connecting ring 16, stably and firmly connecting the drill bit 19 to the externally threaded pipe 12, so that the drill bit 19 can move stably with the externally threaded pipe 12.

[0048] The dispersion assembly includes a positioning ring 25 fixedly mounted within the docking ring 23. Multiple flow tubes 26 are fixedly mounted on the positioning ring 25 at equal intervals. A clamping tube 27 is fixedly mounted at the top of the flow tube 26, which is clamped to the corresponding plug 15. The bottom ends of the multiple flow tubes 26 are fixedly connected to a single annular tube 28, which is fixed to the inner wall of the drill bit 19. Multiple first flow holes 29 are formed on the inner side wall of the annular tube 28 at equal intervals. The first flow holes 29 communicate with corresponding second flow holes 30. After connecting the externally threaded tube 12 to the drill bit 19, the plug 15 is inserted into the corresponding clamping tube 27 and tightly clamped to the clamping tube 27. Cement slurry delivered through the delivery pipe 14 flows through the flow tube 26 into the annular tube 28, then flows through the multiple first flow holes 29 and the corresponding second flow holes 30 into the opening slot, achieving the purpose of rapid grouting.

[0049] When using the integrated tunnel boring and grouting equipment, the equipment is first transported to the tunnel construction site via the four wheels 2 at the bottom of the support frame 1 to ensure that the equipment is placed stably. The external pipe 11 in the grouting mechanism is then connected to the external cement slurry delivery pipe to ensure that the slurry can be smoothly delivered to the grouting tank 10. The positioning arm 42 is then manually pulled to overcome the elastic force of the torsion spring 44, causing the latching teeth 43 to separate from the toothed disc 38. The handle 40 is then pulled to rotate the driving arm 39, which in turn rotates the toothed disc 38, which in turn rotates the rotating shaft 5 within the sleeve 4, thereby rotating the mounting disc 6, thereby adjusting the direction of the adjustment mechanism and adjusting the direction of movement of the excavation mechanism to align it with the location where the hole is to be drilled in the tunnel. After the adjustment mechanism is adjusted, the positioning arm 42 is released, and the torsion spring 44 restores its elastic force, driving the support shaft 41 to rotate, driving the positioning arm 42 to move, causing the latching teeth 43 to re-engage with the toothed disc 38, braking and positioning the adjustment mechanism to ensure the stable position of the excavation mechanism.

[0050] Then start the driving motor 34 on the mounting bracket 33, and the output shaft of the driving motor 34 drives the transmission shaft 35 to rotate, and the transmission shaft 35 drives the gear column 36 to rotate. Since the gear column 36 is meshed with the driven gear 37, the transmission of the driven gear 37 can drive the externally threaded tube 12 to rotate. The externally threaded tube 12 rotates under the drive of the driven gear 37. At the same time, since the externally threaded tube 12 is threadedly connected to the nut 32, the externally threaded tube 12 can move linearly during the rotation process under the action of the threaded transmission with the nut 32. The connecting ring 16 at the bottom end of the externally threaded tube 12 is connected to the mounting ring 22 in the excavation mechanism by a plurality of fixing bolts 18, and the plurality of positioning pins 17 at the bottom of the connecting ring 16 are inserted into the plurality of slots 24 at the top of the mounting ring 22 to realize drilling. The head 19 is stably connected to the external threaded tube 12. Therefore, the rotation and linear movement of the external threaded tube 12 drive the drill bit 19 to rotate and move synchronously. The rake teeth 20 on the outside of the drill bit 19 drill holes on the inner wall of the tunnel. The mud residue generated during the excavation process can be discharged through the mud outlet 21. The cement slurry can be stably transported by the external mud pump, so that the cement slurry enters the injection tank 10 through the external pipe 11, and then is transported through the multiple delivery pipes 14 on the connecting plate 13. Since the plug 15 at the bottom end of the delivery pipe 14 is clamped with the clamping pipe 27 in the dispersion component, the cement slurry passes through the flow pipe 26 and the annular pipe 28 in turn, and then through the multiple first flow holes 29 and the multiple second flow holes 30 on the inner wall of the side of the annular pipe 28, and is injected into the excavated holes to realize the grouting operation.

[0051] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention and are not limiting. Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present invention can be modified or replaced by equivalents without departing from the purpose and scope of the technical solutions, which should all be included in the scope of the claims of the present invention.

Claims

1. A tunnel drilling and grouting integrated construction equipment, characterized in that: The construction equipment comprises a support frame (1) and two support plates (3) symmetrically fixedly mounted on the support frame (1), wherein an adjustment mechanism is mounted on the support plates (3). The construction equipment further comprises: a driving mechanism connected to the two adjusting mechanisms; an excavation mechanism connected to the driving mechanism, the excavation mechanism being used to excavate a hole into the tunnel wall; The grouting mechanism is connected to the driving mechanism, and the bottom of the grouting mechanism extends into the excavation mechanism and is connected to the excavation mechanism. The grouting mechanism is used to open holes on the inner wall of the tunnel and perform grouting operations in a timely manner to achieve the purpose of reducing construction steps.

2. The tunnel drilling and grouting integrated construction equipment according to claim 1, characterized in that: The adjustment mechanism comprises a shaft sleeve (4) passing through the support disc (3) and being rotatably connected to the support disc (3); a rotating shaft (5) is fixedly installed in the shaft sleeve (4); a mounting disc (6) is fixedly installed at one end of the rotating shaft (5); the mounting disc (6) is connected to the adjustment mechanism; a toothed disc (38) is fixedly sleeved at the other end of the rotating shaft (5); a driving arm (39) is fixedly installed at an eccentric position on one side of the toothed disc (38); and a handle (40) is rotatably connected to the bottom of one side of the driving arm (39).

3. The tunnel drilling and grouting integrated construction equipment according to claim 2, characterized in that: The support frame (1) is symmetrically connected to two support shafts (41) that pass through and rotate. A positioning arm (42) is fixedly installed on one end of the support shaft (41). The positioning arm (42) is provided with a latch (43). The latch (43) is movably engaged with the toothed disc (38) for braking and positioning the toothed disc (38). A torsion spring (44) is sleeved on the support shaft (41). The two ends of the torsion spring (44) are fixedly connected to the other end of the support shaft (41) and one side of the support frame (1) by bolts.

4. The tunnel drilling and grouting integrated construction equipment according to claim 1, characterized in that: The driving mechanism comprises two limit frames (7), the two limit frames (7) are fixedly connected to the two mounting plates (6) by screws, the limit plates (8) are slidably connected inside the limit frames (7), the two limit plates (8) are fixedly installed with connecting shafts (9) on the sides close to each other, and the two connecting shafts (9) are connected to the grouting mechanism on the ends close to each other, the tops of one side of the two limit frames (7) are connected with the same power assembly, the bottoms of the two limit frames (7) are fixedly installed with the same base frame (31), the bottoms of the power assembly are connected to the tops of the base frame (31), a threaded assembly is passed through the base frame (31), the bottoms of the threaded assembly are connected to the excavation mechanism, the power assembly is connected to the threaded assembly, the grouting mechanism is installed on the top of the threaded assembly, and the bottom of the grouting mechanism passes through the threaded assembly and is connected to the excavation mechanism.

5. The integrated tunnel drilling and grouting construction equipment according to claim 4, characterized in that: The power assembly includes a mounting frame (33), the mounting frame (33) is fixedly mounted on the top of one side of the two limit frames (7), a driving motor (34) is fixedly mounted on the top of the mounting frame (33) by bolts, the output shaft of the driving motor (34) extends to the bottom of the mounting frame (33) and is fixedly mounted with a transmission shaft (35), the bottom end of the transmission shaft (35) is rotatably connected to the top of the base frame (31), a gear column (36) is fixedly sleeved on the transmission shaft (35) by a key connection, a driven gear (37) is mounted on the threaded assembly, and the gear column (36) is meshed with the driven gear (37).

6. The integrated tunnel drilling and grouting construction equipment according to claim 5, characterized in that: The threaded assembly comprises a nut (32) fixedly mounted on the top of a base frame (31), an externally threaded tube (12) being threadedly connected through the nut (32), the bottom end of the externally threaded tube (12) extending to the bottom of the base frame (31) and fixedly mounted with a connecting ring (16), the connecting ring (16) being connected to the excavation mechanism via a plurality of fixing bolts (18), the top end of the externally threaded tube (12) being connected to a grouting mechanism, the grouting mechanism being passed through the externally threaded tube (12), and the driven gear (37) being fixedly sleeved on the externally threaded tube (12).

7. The integrated tunnel drilling and grouting construction equipment according to claim 6, characterized in that: The grouting mechanism comprises a liquid injection box (10) fixedly connected to two connecting shafts (9) respectively, an external pipe (11) is fixedly installed on the inner wall of one side of the liquid injection box (10), the top end of the external threaded pipe (12) extends into the liquid injection box (10) and is fixedly installed with a connecting plate (13), the connecting plate (13) is rotatably connected to the inner wall of the liquid injection box (10), a plurality of delivery pipes (14) are fixedly installed on the connecting plate (13) at equal intervals, the bottom end of the delivery pipe (14) passes through the external threaded pipe (12) and is fixedly installed with a plug (15), and the plurality of plugs (15) are all connected to the excavation mechanism.

8. The integrated tunnel drilling and grouting construction equipment according to claim 7, characterized in that: The excavation mechanism comprises a drill bit (19), which is a hollow structure. Rake teeth (20) are fixedly installed at equal intervals on the outer side of the drill bit (19). A plurality of mud outlet grooves (21) are opened at equal intervals on the outer side of the drill bit (19). The mud outlet grooves (21) are spaced apart from the rake teeth (20). A second flow hole (30) is opened on the inner wall of the bottom of one side of the mud outlet groove (21). A connecting component is installed in the drill bit (19), the connecting component is connected to a plurality of fixing bolts (18), a dispersion component is installed through the connecting component, and the dispersion component is respectively connected to a plurality of clamping pipes (27).

9. The integrated tunnel drilling and grouting construction equipment according to claim 8, characterized in that: The connecting assembly includes a mounting ring (22) fixedly mounted in the drill bit (19), a plurality of fixing bolts (18) all passing through the mounting ring (22) and all connected to the mounting ring (22), a docking ring (23) fixedly mounted on the top of the mounting ring (22), a plurality of slots (24) being provided at equal intervals on the top of the docking ring (23), and a plurality of positioning pins (17) fixedly mounted at equal intervals on the bottom of the connecting ring (16), the bottom ends of the positioning pins (17) being inserted into corresponding slots (24) and plugged into the slots (24), and the dispersion assembly passing through the docking ring (23) and connected to the inner wall of the docking ring (23).

10. The integrated tunnel drilling and grouting construction equipment according to claim 9, characterized in that: The dispersion assembly includes a positioning ring (25) fixedly installed in the docking ring (23), a plurality of flow tubes (26) are fixedly installed on the positioning ring (25) at equal intervals, a clamping tube (27) is fixedly installed on the top of the flow tube (26), the clamping tube (27) is clamped with the corresponding plug (15), the bottom ends of the plurality of flow tubes (26) are fixedly connected to the same annular tube (28), the annular tube (28) is fixedly installed on the inner wall of the drill bit (19), and a plurality of first flow holes (29) are opened on the inner wall of the side of the annular tube (28) at equal intervals, and the first flow holes (29) are connected to the corresponding second flow holes (30).

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