Drilling device for reinforced concrete prefabricated part and construction method
By designing a drilling device for reinforced concrete prefabricated components, using two sets of vertical drill bits and multi-directional sliding power sources, the problem of low hole efficiency on both sides of reinforced concrete prefabricated components in the prior art is solved, and efficient and accurate hole opening operation is achieved.
Patent Information
- Application Number
- CN202510551110.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-04-29
- Publication Date
- 2025-06-13
- Estimated Expiration
- Not applicable · inactive patent
AI Technical Summary
The existing concrete automatic drilling machines are less efficient when dealing with holes in two vertical planes of reinforced concrete prefabricated components, resulting in reduced production efficiency, increased operational complexity and pore position deviations.
A drilling device for prefabricated reinforced concrete components is designed, using two sets of drill bits and moving parts perpendicular to each other, so that the power source can slide in three directions, up and down, front and back, and left and right, achieving flexible adjustment of the drill bit position.
By simultaneously performing hole opening treatment on the two vertical surfaces of the prefabricated components, production efficiency is improved, production cycle is shortened, labor and time costs are reduced, and the accuracy and flexibility of hole opening are improved.
Smart Images

Figure CN120134467A_ABST
Abstract
Description
Technical Field
[0001] This application relates to the technical field of concrete processing devices, and in particular, to a drilling device and construction method for reinforced concrete precast components. Background Art
[0002] With the acceleration of the urbanization process, the scale of construction continues to expand. Due to problems such as low efficiency, large quality fluctuations, and serious environmental pollution in the traditional in-situ concrete construction method, it has been difficult to meet the development needs of modern building industrialization. In this context, reinforced concrete precast components, with their advantages of standardized and mechanized production, have become a key technology to promote the transformation of building industrialization. Small precast components are prefabricated in the factory and then transported to the site for assembly, which not only improves the construction efficiency but also significantly enhances the building quality.
[0003] However, before assembling small precast components, in order to ensure the stable connection of adjacent components, through holes need to be pre-opened on the precast components so as to achieve rapid assembly through fasteners such as screws and bolts. Currently, automatic concrete drilling machines are generally used in the industry for hole-opening operations.
[0004] However, such equipment has obvious limitations: it can only perform hole-opening on a single side of a small precast component in a single processing. When it is necessary to open holes on two vertically adjacent sides simultaneously, it is necessary to repeatedly position the small precast component and complete the processing in two steps, resulting in a significant decrease in production efficiency. Specifically, repeated positioning not only increases the operation complexity but also may cause hole position deviation due to positioning errors, affecting the assembly accuracy of small precast components. In addition, the step-by-step processing prolongs the production cycle, reduces the equipment utilization rate, increases the labor and time costs, and there is room for improvement. Summary of the Invention
[0005] The purpose of this application is to provide a drilling device and construction method for reinforced concrete precast components to solve the problem of low efficiency when the above-mentioned hole-opening equipment processes holes on two vertical surfaces of concrete components.
[0006] In the first aspect, a drilling device for reinforced concrete precast components provided by this application adopts the following technical solution: A drilling device for reinforced concrete precast components includes a base, on which there are clamping members for clamping and fixing precast components and hole-opening members for hole-opening processing of precast components; the hole-opening members include two groups of drills arranged horizontally above the base and perpendicular to each other, and a power source for driving the drills to rotate; a moving member for reciprocally sliding the power source in three directions (up and down, front and back, and left and right) is provided on the upper side of the base.
[0007] By adopting the above technical solution, on the one hand, two groups of mutually perpendicular drill bits can simultaneously perform hole opening on two vertical surfaces of the prefabricated component, avoiding the drawbacks of traditional equipment that requires repeated positioning and step-by-step processing, greatly improving the production efficiency, shortening the production cycle, and reducing the labor and time costs. On the other hand, the moving part enables the power source to reciprocally slide in three directions: up and down, front and back, and left and right. It can flexibly adjust the position of the drill bit according to the size of the prefabricated component and the hole opening position, improving the accuracy and flexibility of hole opening, reducing the hole position deviation caused by positioning errors, and ensuring the assembly accuracy of the prefabricated component.
[0008] Optionally, the clamping part includes two clamping plates that relatively slide on the upper side of the base platform, and two first electric cylinders fixed on the base platform. The telescopic rods on the two first electric cylinders are respectively fixedly connected to the mutually remote sides of the two clamping plates.
[0009] By adopting the above technical solution, driven by the two first electric cylinders, a movement of approaching or separating from each other can be achieved. When it is necessary to clamp the prefabricated component, the telescopic rods of the first electric cylinders extend, pushing the clamping plates to move towards the prefabricated component until it is tightly clamped, ensuring the stability of the prefabricated component during the hole opening process and avoiding the hole opening deviation caused by the shaking of the component. At the same time, this clamping method has strong versatility and can adapt to prefabricated components of different sizes. Only by adjusting the stroke of the first electric cylinder can the position of the clamping plate be changed, without the need to replace special fixtures, improving the flexibility and applicability of the device and reducing the production cost.
[0010] Optionally, the moving part includes two first cylinders fixedly arranged on the upper side of the base platform in the vertical direction, a support crossbeam located above the first cylinders, and the lower sides of both ends of the support crossbeam are fixedly connected to the upper ends of the two first cylinders; a support plate slides on the support crossbeam, and a first driving source for driving the support plate to slide is fixedly arranged; a base plate is arranged on the upper side of the support plate, the power source is located above the base plate, and the drill bit is located on the vertical side of the power source close to the clamping part; a second driving source for reciprocally sliding the power source is fixedly arranged on the base plate, the support plate reciprocally slides along the length direction of the support crossbeam, and the sliding directions of the support crossbeam, the power source, and the support plate are mutually perpendicular.
[0011] By adopting the above technical solution, the first cylinders arranged in the vertical direction can drive the support crossbeam to move up and down, realizing the position adjustment of the drill bit in the vertical direction; the first driving source on the support crossbeam drives the support plate to slide, enabling the drill bit to move in the front and back directions; the second driving source on the base plate can also make the power source and the drill bit slide left and right. In this way, through the coordinated cooperation of the driving sources in three directions, the position of the drill bit can be flexibly and accurately adjusted to meet the hole opening requirements of prefabricated components at different positions and sizes, greatly improving the flexibility and adaptability of hole opening.
[0012] Optionally, a steel hoop is embedded on the inner wall of the hole opened on the prefabricated component, and a clamping member for clamping the steel hoop so that it is embedded in the hole opened on the component is provided on the support plate.
[0013] By adopting the above technical solution, a steel hoop is embedded in the inner wall of the hole of the prefabricated component, which can significantly enhance the strength and stability of the hole, avoid cracking and damage of the hole wall due to the reduction of local strength of concrete after the hole is opened, extend the service life of the prefabricated component, and ensure the safety of the building structure. A clamp is set on the support plate, which can accurately clamp the steel hoop before opening the hole to ensure that it is accurately embedded in the hole of the prefabricated component, effectively prevent the steel hoop from shifting and loosening during the installation process, and ensure the installation quality. At the same time, this design enables the installation of the steel hoop and the hole opening operation to be integrated on the same device, which improves the continuity and efficiency of the construction, reduces the cumbersome operation and time waste caused by the dispersion of the process, and reduces the labor cost.
[0014] Optionally, a receiving box for placing the steel ferrule is installed on the upper side of the end of the supporting crossbeam, and a material taking port for inserting a clamp and clamping the steel ferrule is opened on the lower side of the receiving box facing the base plate.
[0015] By adopting the above technical solution, a storage box is installed on the upper side of the end of the supporting crossbeam, providing a special storage location for the steel ferrule, making the placement of the steel ferrule more orderly and standardized, convenient for operators to manage and use, and improving the cleanliness and work efficiency of the construction site. A material extraction port is opened on the lower side of the storage box facing the base plate, so that the clamp can be directly inserted from the material extraction port and clamp the steel ferrule, realizing the automatic extraction of the steel ferrule, reducing the links of manual handling and placement of the steel ferrule, reducing labor intensity, and improving the degree of automation of the construction. At the same time, the design organically combines the storage of the steel ferrule with the drilling device, making the entire construction process more compact and coherent, and reducing construction pauses caused by untimely supply of steel ferrules.
[0016] Optionally, a clearance gap is provided on the inner wall of the feeding port, a limiting spring piece is fixedly provided on the inner wall of the clearance gap, and an elastic protrusion is fixedly provided on the limiting spring piece to prevent the steel sleeve from escaping from the feeding port in a natural state.
[0017] By adopting the above technical solution, the elastic protrusions provided on the limiting spring pieces can block the steel hoop in a natural state, effectively preventing the steel hoop from falling out of the material taking port due to its own gravity or slight vibration, ensuring the stable storage of the steel hoop in the storage box, avoiding the steel hoop from being scattered and lost, and ensuring the normal supply of construction materials. When the clamping part needs to clamp the steel hoop, the clamping part can easily overcome the resistance of the elastic protrusion and take out the steel hoop without affecting the normal construction operation.
[0018] Optionally, the substrate is rotatably mounted on the upper side of the support plate, and a third driving source for controlling the rotation of the substrate is fixedly provided on the bottom side of the support plate; the clamping member includes a pneumatic gripper located above the substrate and a fourth driving source fixedly provided on the upper side of the substrate and used for driving the pneumatic gripper to slide reciprocally; the sliding direction of the pneumatic gripper is perpendicular to the length direction of the drill bit.
[0019] By adopting the above technical solution, the pneumatic gripper slides reciprocally on the substrate through the fourth driving source, and the sliding direction is perpendicular to the length direction of the drill bit, further expanding the movement range of the pneumatic gripper, enabling it to accurately reach the material taking port position to clamp the steel sleeve hoop and accurately place it into the hole of the precast member. This design organically combines various movement modes such as rotation and sliding, realizes the multi-dimensional flexible movement of the pneumatic gripper, improves the clamping and installation efficiency of the steel sleeve hoop, ensures the smooth progress of the construction, and provides strong support for the efficient construction of reinforced concrete precast members.
[0020] Optionally, a vertically upward second cylinder is fixedly provided on the bottom side of the support plate, the hydraulic rod of the second cylinder is vertically upward, and a locking rod is coaxially fixedly provided at the end of the hydraulic rod; a locking through hole is provided on the support plate, and a plurality of locking slots capable of coinciding with the locking through hole are provided on the bottom side of the substrate; the locking rod penetrates through the locking through hole and is inserted into the corresponding locking slot when the drill bit drills the precast member and installs the steel sleeve hoop.
[0021] By adopting the above technical solution, when the drill bit drills the hole and installs the steel sleeve hoop, the locking rod accurately penetrates through the locking through hole of the support plate and is inserted into the locking slot on the bottom side of the substrate, forming a rigid mechanical locking. This design effectively restricts the rotational freedom of the substrate, eliminates the deviation of the substrate caused by the impact force of the drill bit or the vibration of the equipment, and ensures the positioning accuracy of the drill bit and the steel sleeve hoop.
[0022] Optionally, a guiding inclined surface is provided at the edge of the end of the locking rod away from the second cylinder.
[0023] By adopting the above technical solution, when the locking rod is inserted into the locking slot, the vertical insertion action can be converted into a horizontal fine adjustment through the inclined surface structure, automatically calibrating the relative position deviation between the locking rod and the slot. Even if the substrate has a slight deviation due to processing errors or vibrations, the inclined surface can still guide the locking rod to smoothly slide into the slot, avoiding equipment damage caused by jamming or collision.
[0024] In the second aspect, the construction method of a drilling device for reinforced concrete precast members provided by the present application adopts the following technical solution: A construction method of a drilling device for reinforced concrete precast members, adopting the above-mentioned drilling device for reinforced concrete precast members, specifically includes the following steps: Step 1: Place multiple steel sleeves in the accommodation box in advance, then place the precast component to be drilled on the base through a crane, and clamp it with a clamping part. Step 2: Adjust the positions of the two drill bits through the moving part according to the drilling positions, and then drive the drill bits to rotate through the power source to drill the precast component. Step 3: First, reset the drill bits, then slide the support plate along the support beam, take out the steel sleeve in the accommodation box from the material taking port through the clamping part on the base plate, then rotate and adjust the base plate through the third driving source, and drive the pneumatic gripper to act through the fourth driving source to embed the steel sleeve clamped by the pneumatic gripper into the drilled hole.
[0025] Step 4: The pneumatic gripper resets, and the base plate rotates and resets, and so on in a cycle.
[0026] By adopting the above technical solutions, the labor intensity is reduced, the construction continuity is improved, and at the same time, the positioning deviation caused by manual operation is reduced, ensuring the verticality and tightness of the installation of the steel sleeve, providing a reliable guarantee for the high-quality production of precast components.
[0027] In summary, the present application includes the following beneficial technical effects: On the one hand, two groups of mutually perpendicular drill bits can simultaneously drill two vertical surfaces of the precast component, avoiding the disadvantages of traditional equipment that requires repeated positioning and step-by-step processing, greatly improving the production efficiency, shortening the production cycle, and reducing the labor and time costs. On the other hand, the moving part enables the power source to reciprocate and slide in three directions of up and down, front and back, and left and right, and can flexibly adjust the position of the drill bit according to the size and drilling position of the precast component, improving the drilling accuracy and flexibility, reducing the hole position deviation caused by positioning errors, and ensuring the assembly accuracy of the precast component. BRIEF DESCRIPTION OF THE DRAWINGS
[0028] In order to more clearly illustrate the technical solutions in the embodiments of the present application, the following will briefly introduce the drawings required for the description of the embodiments. Obviously, the following drawings are only some embodiments of the present application. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings.
[0029] Figure 1 is the overall structural schematic diagram of the embodiment of the present application; Figure 2 is the partial structural schematic diagram showing the installation and cooperation of the clamping part in the embodiment of the present application; Figure 3 is the partial cross-sectional structural schematic diagram showing the installation and cooperation of the moving part in the embodiment of the present application; Figure 4It is a partial structural schematic diagram showing the installation and cooperation of the clamping member in the embodiment of the present application; Figure 5 It is a partial sectional structural schematic diagram showing the installation and cooperation of the clamping member in the embodiment of the present application; Figure 6 It is Figure 5 an enlarged schematic diagram of part A in Figure 7 It is Figure 5 an enlarged schematic diagram of part B in
[0030] In the figure, 1 is the base; 2 is the clamping member; 21 is the clamping plate; 22 is the first electric cylinder; 3 is the hole-opening member; 31 is the drill bit; 32 is the power source; 321 is the power motor; 33 is the moving member; 331 is the first cylinder; 332 is the support cross beam; 333 is the support plate; 3331 is the locking through hole; 334 is the first driving source; 335 is the base plate; 3351 is the locking slot; 336 is the second driving source; 3361 is the second electric cylinder; 34 is the third driving source; 341 is the rotary cylinder; 35 is the second cylinder; 36 is the locking rod; 361 is the guiding inclined surface; 4 is the steel sleeve hoop; 5 is the clamping member; 51 is the pneumatic gripper; 52 is the fourth driving source; 521 is the third electric cylinder; 6 is the accommodating box; 61 is the material taking port; 62 is the relief notch; 63 is the limiting elastic piece; 631 is the elastic protruding part. Detailed implementation manners
[0031] The following further elaborates on the present application in conjunction with all the attached drawings.
[0032] Embodiment: Referring to Figure 1 and Figure 2 , a drilling device for reinforced concrete precast components includes a base 1, on which a clamping member 2 for clamping and fixing the precast component and a hole-opening member 3 for machining holes in the precast component are provided; the hole-opening member 3 includes two groups of drill bits 31 arranged horizontally above the base 1 and perpendicular to each other, and a power source 32 for driving the drill bits 31 to rotate; a moving member 33 for reciprocally sliding the power source 32 in three directions (up and down, front and back, and left and right) is provided on the upper side surface of the base 1; Before machining the precast component, the precast component to be drilled is placed on the base 1 by a crane and clamped by the clamping member 2; the positions of the two drill bits 31 are adjusted by the moving member 33 according to the hole-opening position, and then the drill bits 31 are driven to operate by the power source 32 to perform hole-opening treatment on the precast component; after the hole-opening is completed, the clamping of the precast component by the clamping member 2 is released, and finally the precast component is transferred from the base 1 by a crane; and so on in a cycle.
[0033] Referring to Figure 1, the clamping member 2 includes two clamping plates 21 slidably disposed relative to the upper side surface of the base 1, and two first electric cylinders 22 fixed to the base 1. The telescopic rods on the two first electric cylinders 22 are respectively fixedly connected to the side surfaces of the two clamping plates 21 away from each other; there are two groups of the clamping members 5, which respectively abut against the four vertical side surfaces of the precast member.
[0034] Referring to Figure 2 and Figure 3 , the moving member 33 includes two first cylinders 331 fixedly disposed on the upper side surface of the base 1 in the vertical direction, and a support cross beam 332 located above the first cylinders 331. The lower side surfaces at both ends of the support cross beam 332 are fixedly connected to the upper ends of the two first cylinders 331; a support plate 333 is slidably disposed on the support cross beam 332, and a first driving source 334 for driving the support plate 333 to slide is fixedly disposed thereon. The first driving source 334 is a conventional motor screw structure and will not be elaborated herein; The upper side surface of the support plate 333 is provided with a base plate 335, and a second driving source 336 for reciprocally sliding the power source 32 is fixedly disposed on the base plate 335. The power source 32 is a power motor 321 disposed in the horizontal direction, and the output shaft of the power motor 321 is coaxially fixedly connected to the drill bit 31, and the drill bit 31 is located on the vertical side surface of the power source 32 close to the clamping member 2; The second driving source 336 is a second electric cylinder 3361 fixedly disposed on the upper side surface of the base plate 335 in the horizontal direction, and the telescopic rod of the second electric cylinder 3361 is fixedly connected to the side surface of the power motor 321 away from the drill bit 31; the power motor 321 and the drill bit 31 are reciprocally slid by the second electric cylinder 3361. The support plate 333 reciprocally slides along the length direction of the support cross beam 332, and the sliding directions of the support cross beam 332, the base plate 335 and the support plate 333 are perpendicular to each other.
[0035] Referring to Figure 3 and Figure 4 , a steel sleeve hoop 4 is embedded on the inner wall of the hole opened on the precast member. A clamping member 5 for clamping the steel sleeve hoop 4 and embedding it into the hole opened on the member is provided on the support plate 333; the clamping member 5 includes a pneumatic gripper 51 located above the base plate 335, and a fourth driving source 52 fixedly disposed on the upper side surface of the base plate 335 and used for driving the pneumatic gripper 51 to reciprocally slide; the fourth driving source 52 is a third electric cylinder 521 fixed to the upper side surface of the base plate 335, and the installation direction of the third electric cylinder 521 is perpendicular to that of the second electric cylinder 3361, and the sliding direction of the pneumatic gripper 51 is perpendicular to the length direction of the drill bit 31; The substrate 335 is rotatably mounted on the upper side of the support plate 333. A third driving source 34 for controlling the rotation of the substrate 335 is fixedly provided on the bottom side of the support plate 333. The third driving source 34 is a rotary cylinder 341, which is used to drive the rotation adjustment of the substrate 335. When the steel sleeve hoop 4 needs to be inserted into the drilled hole after the drilling is completed, first use the pneumatic gripper 51 to clamp the steel sleeve hoop 4, and then drive the substrate 335 to rotate 90 degrees by the rotary cylinder 341 so that the pneumatic gripper 51 faces the drilled hole, and then drive the pneumatic gripper 51 to slide by the third electric cylinder 521 to insert the steel sleeve hoop 4 into the drilled hole.
[0036] Refer to Figure 5 and Figure 6 On the bottom side of the support plate 333, second cylinders 35 that are vertically upward and located on both sides of the rotary cylinder 341 are relatively fixedly provided. The hydraulic rods of the second cylinders 35 are vertically upward, and a locking rod 36 is coaxially fixedly provided at the end of the hydraulic rod. A guiding inclined surface 361 is provided at the edge of the end of the locking rod 36 away from the second cylinder 35. Two locking through holes 3331 are opened on the support plate 333, and four locking slots 3351 that can coincide with the locking through holes 3331 are opened on the bottom side of the substrate 335. When the drill bit 31 drills the precast member and installs the steel sleeve hoop 4, the locking rod 36 passes through the locking through hole 3331 and is inserted into the corresponding locking slot 3351 to improve the installation stability of the substrate 335.
[0037] Refer to Figure 5 and Figure 7 On the upper side of the end of the support cross beam 332, a receiving box 6 for placing the steel sleeve hoop 4 with an open upper side is fixedly installed. A material taking port 61 for the clamping member 5 to insert and clamp the steel sleeve hoop 4 is opened on the lower part of the side of the receiving box 6 facing the substrate 335. A relief notch 62 is opened on the inner wall of the opening of the material taking port 61, and a limiting elastic piece 63 is fixedly installed on the inner wall of the relief notch 62. An elastic protruding part 631 for preventing the steel sleeve hoop 4 from slipping out of the material taking port 61 in the natural state is fixedly installed on the limiting elastic piece 63.
[0038] A construction method of a drilling device for a reinforced concrete precast member uses the above-mentioned drilling device for a reinforced concrete precast member, and specifically includes the following steps: Step 1: Place a plurality of steel sleeve hoops 4 in the receiving box 6 in advance, and then place the precast member to be drilled on the base 1 by a crane and clamp it with the clamping member 2. Step 2: Adjust the positions of the two drill bits 31 according to the position of the drilled hole, and then drive the drill bits 31 to operate by the power source 32 to perform the drilling process on the precast member. Step 3: First, reset the drill bit 31, then slide the support plate 333 along the support crossbeam 332. Use the clamping member 5 on the substrate 335 to take out the steel sleeve hoop 4 in the accommodation box 6 from the material taking port 61, and then rotate and adjust the substrate 335 through the third driving source 34. Use the fourth driving source 52 to drive the pneumatic gripper 51 to act, so that the steel sleeve hoop 4 clamped by the pneumatic gripper 51 is embedded into the drilled hole.
[0039] Step 4: The pneumatic gripper 51 resets, and the substrate 335 rotates and resets, and so on in a cycle.
[0040] The implementation principle of the embodiment of the present application is as follows: During drilling, first use a crane to place the precast member on the base 1, and use the first electric cylinder 22 of the clamping member 2 to push the clamping plate 21 to clamp it; according to the opening position, adjust the position of the drill bit 31 with the help of the moving member 33, that is, the first cylinder 331 drives the support crossbeam 332 to move up and down, the first driving source 334 drives the support plate 333 to slide along the support crossbeam 332, and the second electric cylinder 3361 drives the power motor 321 and the drill bit 31 to slide along the substrate 335. Then the power motor 321 of the power source 32 drives the drill bit 31 to rotate to drill the precast member; When installing the steel sleeve hoop 4, after drilling, the pneumatic gripper 51 clamps the steel sleeve hoop 4 driven by the third electric cylinder 521, and the rotary cylinder 341 drives the substrate 335 to rotate 90 degrees, so that the pneumatic gripper 51 faces the hole opened on the precast member. The third electric cylinder 521 then drives the pneumatic gripper 51 to slide, and embeds the steel sleeve hoop 4 into the hole; When the drill bit 31 drills and installs the steel sleeve hoop 4, the second cylinder 35 pushes the locking rod 36 through the locking through hole 3331 and inserts it into the locking slot 3351 to improve the installation stability of the substrate 335; after drilling and installation are completed, release the clamping of the clamping member 2, and use a crane to transfer the precast member, and so on in a cycle.
[0041] Unless otherwise defined, the terms or scientific terms used in this application shall have the ordinary meaning understood by those of ordinary skill in the field to which this application belongs. The "first", "second", "third" and similar words used in the text of this application do not indicate any order, quantity or importance, but are only used to distinguish different components. Words such as "a" or "one" do not indicate a quantity limitation, but indicate that there is at least one. Words such as "including" or "comprising" mean that the elements or objects appearing before "including" or "comprising" cover the elements or objects listed after "including" or "comprising" and their equivalents, and do not exclude other elements or objects. "Up", "down", "left", "right", etc. are only used to indicate relative position relationships. When the absolute position of the object being described changes, the relative position relationship may also change accordingly.
[0042] The embodiments of this specific implementation manner are all preferred embodiments of this application, and do not limit the protection scope of this application accordingly. The same components are denoted by the same reference numerals. Therefore, all equivalent changes made according to the structure, shape, and principle of this application shall be covered within the protection scope of this application.
Claims
1. A drilling device for reinforced concrete prefabricated components, characterized in that: It comprises a base (1), on which a clamping member (2) for clamping and fixing a prefabricated component and a hole-making member (3) for making holes in the prefabricated component are arranged; The hole-opening member (3) comprises two sets of drill bits (31) which are arranged horizontally above the base (1) and are perpendicular to each other, and a power source (32) for driving the drill bits (31) to rotate; a moving member (33) is arranged on the upper side of the base (1) for causing the power source (32) to slide back and forth in three directions (up and down, front and back, and left and right).
2. A drilling device for reinforced concrete prefabricated components according to claim 1, characterized in that: The clamping member (2) comprises two clamping plates (21) relatively slidably arranged on the upper side of the base (1), and two first electric cylinders (22) fixedly arranged on the base (1), and the telescopic rods on the two first electric cylinders (22) are respectively fixedly connected to the side surfaces of the two clamping plates (21) that are away from each other.
3. A drilling device for reinforced concrete prefabricated components according to claim 2, characterized in that: The moving member (33) comprises two first cylinders (331) fixedly arranged on the upper side of the base (1) in the vertical direction, and a supporting beam (332) located above the first cylinders (331), wherein the lower side surfaces at both ends of the supporting beam (332) are fixedly connected to the upper ends of the two first cylinders (331); a supporting plate (333) is slidably arranged on the supporting beam (332), and a first driving source (334) is fixedly arranged to drive the supporting plate (333) to slide; A base plate (335) is provided on the upper side of the support plate (333); the power source (32) is located above the base plate (335); and the drill bit (31) is located on the vertical side of the power source (32) close to the clamp (2); a second driving source (336) is fixedly provided on the base plate (335) for causing the power source (32) to slide back and forth; the support plate (333) slides back and forth along the length direction of the support beam (332); and the sliding directions of the support beam (332), the power source (32) and the support plate (333) are perpendicular to each other.
4. A drilling device for reinforced concrete prefabricated components according to claim 3, characterized in that: A steel hoop (4) is embedded on the inner wall of the hole opened on the prefabricated component, and a clamping piece (5) is provided on the support plate (333) for clamping the steel hoop (4) so that it is embedded in the hole opened on the component.
5. A drilling device for reinforced concrete prefabricated components according to claim 4, characterized in that: A receiving box (6) for placing the steel hoop (4) is installed on the upper side of the end of the supporting crossbeam (332), and a material taking port (61) for inserting the clamping member (5) and clamping the steel hoop (4) is opened on the lower side of the receiving box (6) facing the base plate (335).
6. A drilling device for reinforced concrete prefabricated components according to claim 5, characterized in that: A clearance notch (62) is provided on the inner wall of the material taking port (61), a limiting spring sheet (63) is fixedly provided on the inner wall of the clearance notch (62), and an elastic protrusion (631) is fixedly provided on the limiting spring sheet (63) for preventing the steel hoop (4) from falling out of the material taking port (61) in a natural state.
7. A drilling device for reinforced concrete prefabricated components according to claim 4, characterized in that: The substrate (335) is rotatably mounted on the upper side of the support plate (333), and a third driving source (34) for controlling the rotation of the substrate (335) is fixedly arranged on the bottom side of the support plate (333); The clamping member (5) comprises a pneumatic clamping jaw (51) located above the base plate (335), and a fourth driving source (52) fixed to the upper side of the base plate (335) and used to drive the pneumatic clamping jaw (51) to slide back and forth; the sliding direction of the pneumatic clamping jaw (51) is perpendicular to the length direction of the drill bit (31).
8. A drilling device for reinforced concrete prefabricated components according to claim 7, characterized in that: A second cylinder (35) pointing vertically upward is fixedly disposed on the bottom side of the support plate (333); a hydraulic rod of the second cylinder (35) pointing vertically upward; and a locking rod (36) is coaxially fixedly disposed at the end of the hydraulic rod; The support plate (333) is provided with a locking through hole (3331), and the bottom side of the base plate (335) is provided with a plurality of locking slots (3351) that can overlap with the locking through holes (3331); when the drill bit (31) is used to drill holes in the prefabricated component and the steel sleeve (4) is installed, the locking rod (36) penetrates the locking through hole (3331) and is inserted into the corresponding locking slot (3351).
9. A drilling device for reinforced concrete prefabricated components according to claim 8, characterized in that: A guiding slope (361) is provided on the edge of the end of the locking rod (36) away from the second cylinder (35).
10. A construction method of a drilling device for a reinforced concrete prefabricated component, characterized in that: The drilling device for prefabricated reinforced concrete components according to any one of claims 1 to 9 specifically comprises the following steps: Step 1: Preliminarily place a plurality of steel hoops (4) in a receiving box (6), then place the prefabricated component to be drilled on the base (1) by means of a crane, and clamp it by means of a clamp (2); Step 2: adjusting the positions of the two drill bits (31) by means of the moving member (33) according to the positions of the holes to be opened, and then driving the drill bits (31) to operate by means of the power source (32), thereby performing hole opening processing on the prefabricated component; Step 3: first reset the drill bit (31), then slide the support plate (333) along the support beam (332), take out the steel sleeve (4) in the receiving box (6) from the material taking port (61) through the clamping member (5) on the base plate (335), then rotate and adjust the base plate (335) through the third driving source (34), and use the fourth driving source (52) to drive the pneumatic clamp (51) to move, so that the steel sleeve (4) clamped by the pneumatic clamp (51) is embedded in the opened hole; Step 4: The pneumatic clamp (51) is reset, and the base plate (335) is rotated and reset, and this cycle is repeated.