A top-fixed rhinestone device, its application method and excavation system
By designing a top fixed rhinestone device, using a telescopic support structure and an adjustable bearing structure, the problem of inconvenient installation of rhinestones is solved, the excavation efficiency and safety are improved, and an efficient and convenient rock formation excavation construction method is realized.
Patent Information
- Application Number
- CN202010928457.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2020-09-07
- Publication Date
- 2025-06-10
- Estimated Expiration
- 2040-09-07
AI Technical Summary
In the prior art, the installation of rhinestones is inconvenient and takes a long time, which limits the working efficiency of using rhinestones for rock formation excavation.
A top fixed rhinestone device is designed, including a positioning structure, a support structure and a bearing structure. The support structure is telescopic, able to span the work well and fixed with the bearing structure through adjustable connection. The top of the rhinestone is installed on the bearing structure to facilitate drilling of different core points.
Through the use of this device, the installation of rhinestones has become more convenient, reducing installation time, and improving excavation speed and efficiency. Compared with traditional blasting construction and manual pneumatic excavation, it is safer and cheaper, and is suitable for weathered and weathered rock strata geology.
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Figure CN111980721B_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the field of foundation construction, and in particular to a top-fixed water drill device, an application method thereof and an excavation system. Background Art
[0002] At present, for the excavation of pipe jacking working shafts in rock geological conditions, the construction method generally adopted is blasting construction. This type of construction method has high cost, high risk factor, and inconvenient transportation. At the same time, during the blasting process, it may affect the stability of the surrounding rock formations and destroy the integrity of the surrounding rock formations. Excavation using pneumatic picks and manual rock digging methods has problems such as slow excavation speed and high cost.
[0003] Water drills can drill hard concrete, that is, medium-weathered and slightly-weathered rock formations. The working principle of water drills is used to cut and crush the rock formation layer by layer, thereby realizing the excavation of the rock formation. The water drill is used to split the entire rock formation to obtain several smaller rock formations. According to the integrity of the rock formation, a hand drill is used to drill holes in the remaining rock cores. Then, two hammers are used to hit the steel wedge or pneumatic pick to split the middle rock mass. The rock is pulled apart along the plumb surface and sheared from the bottom. The split rock blocks are taken out, thereby realizing the excavation of the jacking working well.
[0004] However, the installation of water drill is inconvenient and time-consuming, which limits the efficiency of using water drill to excavate rock formations. Summary of the invention
[0005] In view of the technical problems existing in the prior art, the purpose of the present invention is to provide an efficient and convenient top-fixed water drill device and its application method and excavation system.
[0006] In order to achieve the above object, the present invention adopts the following technical solution:
[0007] A top-fixed water drill device comprises a positioning structure, a supporting structure and a receiving structure; the supporting structure is a telescopic structure, spanning a working well, and the number of the supporting structures is at least two groups; the top of the water drill is installed on the receiving structure, the receiving structure spans across the supporting structures and is adjustably connected to the plane position of each supporting structure, and the positioning structure embedded in the inner wall of the working well is installed on the supporting structure.
[0008] After adopting this structure, the positioning structure is embedded in the working well and is firmly installed. The position of the receiving structure is adjustable, which is convenient for the water drill to drill different coring points.
[0009] As a preference, each group of support structures includes a first support rod, two connecting screw threads, and two second support rods. Both ends of the first support rod are telescopically connected to the second support rods through the connecting screw threads, and the thread directions of the two connecting screw threads are opposite. After adopting this structure, the support structure can be telescoped through the connecting screw threads, and the positioning structure will be telescoped accordingly, which is convenient to use and can be used for working wells with different diameters.
[0010] As a preference, the receiving structure is a square timber, which is detachably connected to the support structure through a steel strand, and the position of the square timber is adjusted by the disassembly and assembly of the steel strand; the square timber is arranged below the support structure. After adopting this structure, it can provide a top support point for the diamond core drill at different coring positions, making the diamond core drill not easy to tilt left and right, and is convenient for disassembly and assembly.
[0011] As a preference, the positioning structure is divided into an in-well positioning part and a wellhead positioning part; the in-well positioning part is installed on the support structure to form an internal fixing device for deeper working wells, and the support structure is located inside the working well across the working well; the wellhead positioning part is installed on the support structure to form an external fixing device for shallower working wells, and the support structure is located at the top of the working well across the working well. The above-mentioned shallower working well refers to a working well with an excavation depth not exceeding 2m, and the deeper working well refers to a working well with an excavation depth exceeding 2m. After adopting this structure, the internal fixing device and the external fixing device are used for working wells with different depths, and the application range is wide.
[0012] As a preference, the wellhead positioning part includes a connecting rod and a clamping joint. The clamping joint is installed at the lower end of the connecting rod, and the upper end of the connecting rod is fixed on the support structure; each group of support structures is equipped with two wellhead positioning parts; the in-well positioning part includes a tapered head, and tapered heads are installed at both ends of each group of support structures.
[0013] As a preference, the internal fixing device and the external fixing device respectively have independent support structures, so that the internal fixing device and the external fixing device are independent of each other; or the internal fixing device and the external fixing device share the support structure to form an integrated structure that is used for both the internal fixing device and the external fixing device.
[0014] An application method of a top-fixed diamond core drill device, adopting any of the above-mentioned top-fixed diamond core drill devices for the excavation of a pipe jacking working well in rock geology, includes the following steps:
[0015] Step 1, arrange coring points; Step 2, fix and position the diamond core drill with the top-fixed diamond core drill device; Step 3: Operate the diamond core drill for drilling and excavation until all coring points are drilled; Step 4: Divide and process the overall rock formation obtained after drilling; Step 5: Remove the slag.
[0016] After adopting this method, compared with blasting construction, the above method is safer, the water drill is easy to install, and the excavation speed is fast.
[0017] As a preferred method, in step 2, a fixing hole is drilled in advance on the inner wall of the top pipe working well, and two external fixing devices or internal fixing devices are used to extend the support structure until the positioning structure is inserted into the fixing hole to complete the fixing of the device, and then the receiving structure is installed below the supporting structure, and connected to the supporting structure through a steel strand, so that the receiving structure is against the top of the water drill; when the depth of the working well does not exceed 2m, an external fixing device is used, and when the depth of the working well exceeds 2m, an internal fixing device is used; in step 3, after drilling a coring point, the steel strand is loosened, and the position of the water drill and the receiving structure is adjusted according to the position of the next coring point, and the receiving structure is fixed again with the steel strand, and then the water drill is operated to drill until all the coring points are drilled. After using this method, after drilling once, the water drill of multiple coring points can be fixed, and the position of the water drill is easy to adjust and can be quickly disassembled and assembled.
[0018] As a preferred method, in step one, the specific operation is to measure and lay out, determine the center point of the working well excavation, determine the radius of the working well excavation, draw a circle with the center point of the working well as the base point, and when arranging the coring points, indicate the inner and outer margins of the coring points according to the drawn range of the top pipe working well; in step four, the specific operation is to first perform water drilling and segmentation on the remaining overall rock formation, then use a hand drill to drill holes in the remaining rock core, and then use two hammers to hit the steel wedge or pneumatic pick to split the middle rock mass until the rock is pulled apart along the plumb surface and shear fracture occurs from the bottom, and then take out the split rock blocks; in step five, the specific operation is to load the taken out rock blocks into the hopper and use an electric winch to remove the slag. After adopting this method, the surrounding rock formations are less affected when the rock mass is segmented, the required tools are simple, and the cost is low.
[0019] A top-fixed water drill excavation system adopts any of the above-mentioned top-fixed water drill devices, including a water drill, an electric hoist, and a gantry. The top of the water drill is fixed in a working well by the top-fixed water drill device, and the electric hoist is installed above the working well through the gantry.
[0020] In general, the present invention also has the following advantages:
[0021] A top-fixed water drill device in the present invention is used in the excavation of rock working wells and can completely replace traditional blasting construction. It has high safety and low cost. Through top fixation, the time consumed in installing the water drill is reduced. Compared with other fixing device methods, this fixing device method is suitable for any well and has the advantages of repeated use and rapid disassembly and assembly, and the reusability of the integrated structure is high. At the same time, compared with traditional manual pneumatic pick excavation, the required construction speed has been greatly improved, and it can be widely adapted to medium-weathered and slightly-weathered rock geology, and is an efficient and convenient construction method. Description of the Drawings
[0022] Figure 1 It is a specific implementation flowchart of an application method of a top-fixed rhinestone device.
[0023] Figure 2 It is a sectional view of an excavation system when an external fixing device is adopted.
[0024] Figure 3 It is a top view of the installation of the external fixing device.
[0025] Figure 4 It is a structural diagram of the external fixing device.
[0026] Figure 5 It is a sectional view of an excavation system when an internal fixing device is adopted.
[0027] Figure 6 It is a top view of the installation of the internal fixing device.
[0028] Figure 7 Structural diagram of the internal fixing device.
[0029] Figure 8 It is a partial enlarged view of area A.
[0030] Figure 9 It is a partial enlarged view of area B.
[0031] Figure 10 It is a structural diagram of the integrated external fixing device and internal fixing device.
[0032] Figure 11 It is a schematic diagram of the movement of the diamond drill during the excavation of a shallower working shaft.
[0033] Figure 12 It is a schematic diagram of the movement of the diamond drill during the excavation of a deeper working shaft.
[0034] Among them, 1 is a connecting rod, 2 is a first support rod, 3 is a connecting screw thread, 4 is a second support rod, 5 is a diamond drill, 6 is a receiving structure, 7 is a steel strand, 8 is a clamping joint, and 9 is a tapered head. Detailed Description of the Invention
[0035] The present invention will be further described in detail below in conjunction with the specific implementation manners.
[0036] Embodiment 1
[0037] A top-fixed water drill device comprises a positioning structure, a supporting structure and a receiving structure; the supporting structure is a telescopic structure, spanning a working well, and the number of the supporting structures is two groups; the top of the water drill is installed on the receiving structure, the receiving structure spans across the supporting structures and is adjustably connected to the plane position of each supporting structure, and the positioning structure embedded in the inner wall of the working well is installed on the supporting structure.
[0038] Each group of supporting structures includes a first supporting rod, two connecting threads, and two second supporting rods. Both ends of the first supporting rod are telescopically connected to the second supporting rods through the connecting threads, and the threads of the two connecting threads have opposite rotation directions.
[0039] The receiving structure is a square wood, which is detachably connected to the supporting structure through steel strands, and the position of the square wood is adjusted by disassembly and assembly of the steel strands; the square wood is arranged below the supporting structure.
[0040] The positioning structure is divided into an in-well positioning part and a wellhead positioning part; the in-well positioning part is installed on the supporting structure to form an internal fixing device for a deeper working well, and the supporting structure is located in the working well and spans the working well; the wellhead positioning part is installed on the supporting structure to form an external fixing device for a shallower working well, and the supporting structure is located at the top of the working well and spans the working well.
[0041] The wellhead positioning part includes a connecting rod and a clamping joint, the clamping joint is installed at the lower end of the connecting rod, and the upper end of the connecting rod is fixed on the supporting structure; each group of supporting structures is equipped with two wellhead positioning parts; the in-well positioning part includes a conical head, and conical heads are installed at both ends of each group of supporting structures.
[0042] The internal fixing device and the external fixing device share a common supporting structure, forming an integrated structure for both the internal fixing device and the external fixing device.
[0043] An application method of a top-fixed water drill device, using the top-fixed water drill device mentioned above for excavating a top pipe working well in rock geology, comprises the following steps:
[0044] Step one: measure and lay out, determine the center point of the working well excavation, determine the excavation radius of the working well, draw a circle with the center point of the working well as the base point, use a tape measure to arrange the core points along the edge of the jacking working well, and indicate the inner and outer margin lines of the core points according to the drawn range of the jacking working well. The core points should be arranged evenly and continuously, and the spacing should not be too large, and the two boreholes should be tangent to each other on the outside.
[0045] Step 2: Use the top-fixed water drill device to fix the water drill in place, drill a fixing hole in the inner wall of the top pipe working shaft in advance, use two external fixing devices or internal fixing devices, extend the supporting structure until the positioning structure is inserted into the fixing hole to complete the fixation of the device, and then install the receiving structure under the supporting structure, connect it to the supporting structure through steel strands, so that the receiving structure is against the top of the water drill; when the depth of the working shaft does not exceed 2m, use an external fixing device, and when the depth of the working shaft exceeds 2m, use an internal fixing device.
[0046] Step 3: Operate the water drill to drill and excavate. After drilling the current coring point, loosen the steel strands, adjust the position of the water drill and the receiving structure according to the position of the next coring point, place the receiving structure directly above the next coring point, place the top of the water drill against the receiving structure, fix the receiving structure with the steel strands again, and then operate the water drill to drill until all coring points are drilled.
[0047] Step 4: Split the entire rock layer obtained after drilling. First, use water drilling to split the remaining entire rock layer to obtain several smaller rock layers. Then, use a hand drill to drill holes in the remaining rock core according to the integrity of the rock layer. Then use two hammers to hit the steel wedge or pneumatic pick to split the middle rock mass until the rock is pulled apart along the plumb line and shear fracture occurs from the bottom. Then take out the split rock blocks.
[0048] Step 5: Load the taken out rock blocks into the hopper and use an electric winch to remove the slag.
[0049] A top-fixed water drill excavation system adopts the above-mentioned top-fixed water drill device, including a water drill, an electric hoist, and a gantry. The top of the water drill is fixed in a working well through the top-fixed water drill device, and the electric hoist is installed above the working well through the gantry.
[0050] Embodiment 2
[0051] In this embodiment, the external fixing device and the internal fixing device have independent supporting structures respectively, so that the internal fixing device and the external fixing device are independent of each other.
[0052] The parts not mentioned in this embodiment are the same as those in the first embodiment.
[0053] The above embodiments are preferred implementation modes of the present invention, but the implementation modes of the present invention are not limited to the above embodiments. Any other changes, modifications, substitutions, combinations, and simplifications that do not deviate from the spirit and principles of the present invention should be equivalent replacement methods and are included in the protection scope of the present invention.
Claims
1. A top fixed water drill device, Features: It includes a positioning structure, a supporting structure, and a receiving structure; the supporting structure is a telescopic structure, spanning the working well, and the number of supporting structures is at least two groups; the top of the water drill is installed on the receiving structure, the receiving structure spans across the supporting structures, and is adjustably connected to the plane position of each supporting structure, and the positioning structure embedded in the inner wall of the working well is installed on the supporting structure; The positioning structure is divided into an in-well positioning part and a wellhead positioning part; The in-well positioning part is mounted on the supporting structure to form an internal fixing device for a deeper working well, and the supporting structure is located in the working well and spans the working well; The wellhead positioning part is installed on the supporting structure to form an external fixing device for a shallow working well. The supporting structure is located at the top of the working well and spans the working well. The wellhead positioning part includes a connecting rod and a clamping joint, the clamping joint is installed at the lower end of the connecting rod, and the upper end of the connecting rod is fixed on the supporting structure; each group of supporting structures is equipped with two wellhead positioning parts; The well positioning part includes a conical head, and conical heads are installed at both ends of each set of supporting structures; The internal fixing device and the external fixing device share a common supporting structure, forming an integrated structure for both the internal fixing device and the external fixing device.
2. A top-fixed water drill device according to claim 1, Features: Each group of supporting structures includes a first supporting rod, two connecting threads, and two second supporting rods. Both ends of the first supporting rod are telescopically connected to the second supporting rods through the connecting threads, and the threads of the two connecting threads have opposite rotation directions.
3. A top-fixed water drill device according to claim 1, Features: The receiving structure is a square wood, which is detachably connected to the supporting structure through steel strands, and the position of the square wood is adjusted by disassembly and assembly of the steel strands; the square wood is arranged below the supporting structure.
4. An application method of a top-fixed water drill device, using the top-fixed water drill device according to any one of claims 1 to 3, Features: The excavation of the jacking working well for rock geology includes the following steps: Step 1: Arrange the coring points; Step 2, fix the water drill in place using a top fixing water drill device; Step 3: Use the water drill to drill and excavate until all the core points are drilled; Step 4: Segment the entire rock formation obtained after drilling; Step 5: Remove the slag.
5. The method for using the top-fixed water drill device according to claim 4, Features: In step 2, a fixing hole is drilled in advance on the inner wall of the jacking working well, and two top-fixed water drill devices are used to extend the support structure until the positioning structure is inserted into the fixing hole to complete the fixation of the device. Then, the receiving structure is installed under the supporting structure and connected to the supporting structure through a steel strand, so that the receiving structure is against the top of the water drill. When the depth of the working well does not exceed 2m, an external fixing device is used, and when the depth of the working well exceeds 2m, an internal fixing device is used. In step three, after drilling a core point, loosen the steel strand, adjust the position of the water drill and the square wood according to the position of the next core point, fix the square wood with the steel strand again, and then operate the water drill to drill until all core points are drilled.
6. The application method of a top-fixed diamond drill device according to claim 4, characterized in that: In step one, the specific operation is to carry out measurement and layout, determine the excavation center point of the working well, determine the excavation radius of the working well, draw a circle with the center point of the working well as the base point, and when arranging the core sampling points, according to the drawn range of the pipe jacking working well, represent the inner and outer marginal lines of the core sampling points; In step four, the specific operation is to first drill and divide the remaining overall rock formation with a diamond drill, then use an electric hand drill to drill holes in the remaining rock core, and then use a double hammer to hammer a steel wedge or a pneumatic pick to split the middle rock mass until the rock is torn along the plumb surface and undergoes shear failure from the bottom, and then take out the split rock blocks; In step five, the specific operation is to load the taken-out rock blocks into the hopper and use an electric winch to remove the slag.
7. An excavation system with a top-fixed diamond drill, using a top-fixed diamond drill device according to any one of claims 1 to 3, characterized in that: It includes a diamond drill, an electric hoist, and a gantry. The top of the diamond drill is fixed in the working well through the top-fixed diamond drill device, and the electric hoist is arranged above the working well through the gantry.
Citation Information
Patent Citations
Manual hole pile digging method employing top-fixing water drilling method
CN102852157A
Water abrasive drilling construction method for manual hole digging pile
CN106381868A
Hard stratum rock-entering structure of artificial excavating grout pile
CN203755297U
Top end fixed rhinestone device and excavation system
CN212296383U