Inclined rock processing device during rock stratum drilling

Abstract

The utility model provides an inclined rock processing device during rock stratum drilling, which belongs to the technical field of inclined rock processing devices and comprises a protective ring, a plurality of groups of supporting components, a supporting shaft, a sliding sleeve, a sliding rod and a pouring pipe. The protection ring is used for being annularly arranged outside a drill hole. The supporting assembly is used for abutting against the ground. The supporting shaft is vertically arranged and rotatably connected to the protection ring. The sliding sleeve is fixedly arranged on the supporting shaft. The sliding rod is horizontally arranged and slidably arranged in the sliding sleeve in a penetrating mode. The pouring pipe is vertically arranged and located in the protection ring, and the pouring pipe is fixedly connected with the sliding rod. According to the inclined rock processing device in the rock stratum drilling process, due to the fact that the protective ring can prevent an operator from getting close to the drill hole, the operator cannot fall into the drill hole, and the problem that when the operator stands near the drill hole to conduct concrete backfilling operation, the operator falls into the drill hole is solved.

Description

Technical Field

[0001] The utility model belongs to the technical field of inclined rock treatment devices, and more specifically, relates to an inclined rock treatment device during rock layer drilling. Background Art

[0002] When encountering an inclined rock during rock layer drilling, in order to prevent the drill bit from sliding down along the inclined surface of the rock layer and causing a deviation hole, treatment measures need to be taken. One of the treatment measures is to backfill the drilling hole with concrete. When the operator stands near the drilling hole to perform the operation of backfilling concrete, there is a risk of falling into the drilling hole if not careful. Summary of the Utility Model

[0003] The purpose of the utility model is to provide an inclined rock treatment device during rock layer drilling, aiming to solve the problem that there is a risk of falling into the drilling hole when the operator stands near the drilling hole to perform the operation of backfilling concrete.

[0004] To achieve the above purpose, the technical solution adopted by the utility model is: providing an inclined rock treatment device during rock layer drilling, including a protective ring, a plurality of groups of support components, a support shaft, a sliding sleeve, a sliding rod, and a pouring pipe. The protective ring is used to surround the outside of the drilling hole. A plurality of groups of support components are circumferentially and evenly distributed around the protective ring, and the support components are used to abut against the ground. The support shaft is vertically arranged and rotatably connected to the protective ring. The sliding sleeve is fixedly arranged on the support shaft. The sliding rod is horizontally arranged and slidably penetrates through the sliding sleeve. The pouring pipe is vertically arranged and located inside the protective ring, and the pouring pipe is fixedly connected to the sliding rod.

[0005] In a possible implementation manner, the support component includes an abutting member, a fixed pipe, a sliding shaft, a fixing member, and a driving shaft. The abutting member is located below the protective ring and is used to abut against the ground. The fixed pipe is vertically arranged and fixedly arranged on the abutting member. The sliding shaft slidably penetrates through the fixed pipe, and the sliding shaft is fixedly connected to the protective ring. The fixing member is fixedly arranged on the side wall of the fixed pipe, and the fixing member is provided with a threaded hole with a vertically arranged axis. The driving shaft penetrates through the threaded hole and is provided with an external thread threadedly connected to the threaded hole, and the driving shaft is rotatably connected to the protective ring.

[0006] In a possible implementation manner, the driving shaft rotatably penetrates through the protective ring, and two outwardly protruding first limiting portions are provided on the side wall of the driving shaft, and the two first limiting portions are respectively in contact with the top surface and the bottom surface of the protective ring.

[0007] In a possible implementation manner, the upper first limiting portion has a quadrangular prism structure.

[0008] In a possible implementation, the support assembly further includes a fixing nail. The fixing nail is vertically arranged and slidably penetrates through the abutting member, and the tip of the fixing nail is used for inserting into the ground.

[0009] In a possible implementation, the support shaft rotatably penetrates through the protective ring, and two outwardly protruding second limiting portions are provided on the side wall of the support shaft, and the two second limiting portions are respectively in contact with the top surface and the bottom surface of the protective ring.

[0010] In a possible implementation, the inclined rock treatment device during rock layer drilling further includes an operating rod. The operating rod is vertically arranged and fixed on the sliding rod.

[0011] In a possible implementation, the operating rod is located on the side of the sliding sleeve away from the pouring pipe.

[0012] In a possible implementation, the operating rod has a cylindrical structure.

[0013] In a possible implementation, the sliding rod has a quadrangular prism structure.

[0014] In the embodiment of the present application, the protective ring is placed on the ground through the support assembly, the upper end of the pouring pipe is communicated with the concrete delivery pump through a hose, and the operator stands on the protective ring to drive the sliding rod to slide and the support shaft to rotate. By sliding the sliding rod and rotating the support shaft, the pouring pipe reaches a suitable position directly above the drill hole, and the concrete delivery pump realizes backfilling concrete into the drill hole through the hose and the pouring pipe. Since the protective ring can prevent the operator from approaching the drill hole, the operator will not fall into the drill hole, thus avoiding the problem that when the operator stands near the drill hole to perform the operation of backfilling concrete, there is a risk of falling into the drill hole. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the following will briefly introduce the drawings required for use in the embodiments or the description of the prior art. Obviously, the following drawings are only some embodiments of the present invention. For those of ordinary skill in the art, other drawings can be obtained based on these drawings without creative efforts.

[0016] Figure 1 It is an axonometric structure diagram of the inclined rock treatment device during rock layer drilling provided by the embodiment of the present invention;

[0017] Figure 2 It is an axonometric structure diagram of the drive shaft in the inclined rock treatment device during rock layer drilling provided by the embodiment of the present invention;

[0018] Figure 3This is an axonometric structural schematic diagram of the support shaft in the inclined rock treatment device during rock layer drilling provided by the embodiments of the present utility model.

[0019] In the figure: 1. Protective ring; 2. Support assembly; 21. Abutting member; 22. Fixed pipe; 23. Sliding shaft; 24. Fixing member; 25. Driving shaft; 251. First limiting portion; 26. Fixing nail; 3. Support shaft; 31. Second limiting portion; 4. Sliding sleeve; 5. Sliding rod; 6. Pouring pipe; 7. Operating rod. Detailed implementation manners

[0020] In order to make the technical problems, technical solutions and beneficial effects to be solved by the present utility model clearer, the present utility model will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present utility model and are not used to limit the present utility model.

[0021] It should be further noted that the drawings and embodiments of the present utility model mainly describe and explain the concept of the present utility model. On the basis of this concept, the specific forms and settings of some connection relationships, positional relationships, power mechanisms, power supply systems, hydraulic systems and control systems, etc. may not be completely described. However, on the premise that those skilled in the art understand the concept of the present utility model, those skilled in the art can adopt well-known ways to implement the above specific forms and settings.

[0022] When an element is referred to as being "fixed to" or "disposed on" another element, it can be directly on the other element or indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or indirectly connected to the other element.

[0023] The orientation or positional relationship indicated by the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation to the present utility model.

[0024] The terms "first" and "second" are only used for descriptive purposes and cannot be understood as indicating or implying relative importance or implicitly indicating the quantity of the indicated technical features. Thus, the features defined with "first" and "second" may explicitly or implicitly include one or more of such features. In the description of the present utility model, the meaning of "a plurality" is two or more, and the meaning of "several" is one or more, unless otherwise specifically defined.

[0025] Please refer to Figure 1 simultaneously. Now, a device for treating inclined rock during rock layer drilling provided by the present utility model will be described. The device for treating inclined rock during rock layer drilling includes a protective ring 1, several groups of support assemblies 2, a support shaft 3, a sliding sleeve 4, a sliding rod 5, and a pouring pipe 6. The protective ring 1 is used to surround the outside of the drill hole. Several groups of support assemblies 2 are circumferentially and evenly distributed around the protective ring 1, and the support assemblies 2 are used to abut against the ground. The support shaft 3 is vertically arranged and rotatably connected to the protective ring 1. The sliding sleeve 4 is fixedly arranged on the support shaft 3. The sliding rod 5 is horizontally arranged and slidably penetrates through the sliding sleeve 4. The pouring pipe 6 is vertically arranged and located inside the protective ring 1, and the pouring pipe 6 is fixedly connected to the sliding rod 5.

[0026] Compared with the prior art, for the device for treating inclined rock during rock layer drilling provided by the present utility model, the protective ring 1 is placed on the ground through the support assemblies 2, the upper end of the pouring pipe 6 is communicated with a concrete delivery pump through a hose, and an operator stands on the protective ring 1 to drive the sliding rod 5 to slide and the support shaft 3 to rotate. By sliding the sliding rod 5 and rotating the support shaft 3, the pouring pipe 6 reaches a suitable position directly above the drill hole, and the concrete delivery pump realizes backfilling concrete into the drill hole through the hose and the pouring pipe 6. Since the protective ring 1 can prevent the operator from approaching the drill hole, the operator will not fall into the drill hole, thus avoiding the problem that there is a risk of falling into the drill hole when the operator stands near the drill hole to perform the operation of backfilling concrete.

[0027] In this embodiment, that the protective ring 1 surrounds the outside of the drill hole means that the vertical space where the drill hole is located passes through the inside of the protective ring 1. The protective ring 1 can be in the form of a horizontally arranged circular plate-like structure.

[0028] In some embodiments, the above-mentioned feature support assembly 2 can adopt the structure as Figure 1 shown. Refer to Figure 1, the support assembly 2 includes a contact member 21, a fixed tube 22, a sliding shaft 23, a fixing member 24, and a drive shaft 25. The contact member 21 is located below the protective ring 1 and is used to contact the ground. The fixed tube 22 is vertically arranged and fixed on the contact member 21. The sliding shaft 23 is slidably inserted into the fixed tube 22, and the sliding shaft 23 is fixedly connected to the protective ring 1. The fixing member 24 is fixed on the side wall of the fixed tube 22, and the fixing member 24 is provided with a threaded hole whose axis is vertically arranged. The drive shaft 25 is inserted into the threaded hole and is provided with an external thread that is threadedly connected to the threaded hole. The drive shaft 25 is rotatably connected to the protective ring 1. The protective ring 1 and the contact member 21 are slidably connected in the vertical direction through the sliding fit of the sliding shaft 23 and the fixed tube 22. By rotating the drive shaft 25 that is threadedly connected to the fixing member 24, the relative movement of the protective ring 1 and the contact member 21 in the vertical direction can be achieved. At the use site of this device, the ground is often uneven. By making the relative movement of each contact member 21 and the protective ring 1 in the vertical direction, each contact member 21 can contact the ground.

[0029] In some embodiments, the above-mentioned feature drive shaft 25 can adopt structures such as Figure 1 and Figure 2 as shown. Refer to Figure 1 and Figure 2 , the drive shaft 25 can rotatably penetrate the protective ring 1. The side wall of the drive shaft 25 has two outwardly protruding first limiting portions 251, and the two first limiting portions 251 are respectively in contact with the top surface and the bottom surface of the protective ring 1. The movement of the drive shaft 25 in the vertical direction can be restricted by the limiting of the two first limiting portions 251 by the protective ring 1, thereby rotatably connecting the drive shaft 25 to the protective ring 1.

[0030] In some embodiments, the above-mentioned feature first limiting portion 251 can adopt structures such as Figure 1 and Figure 2 as shown. Refer to Figure 1 and Figure 2 , the upper first limiting portion 251 has a quadrangular prism structure. In this way, tools such as a wrench can be used to drive the upper first limiting portion 251 to rotate, that is, to drive this drive shaft 25 to rotate.

[0031] In some embodiments, the above-mentioned feature support assembly 2 can adopt structures such as Figure 1 as shown. Refer to Figure 1 , the support assembly 2 further includes a fixing nail 26. The fixing nail 26 is vertically arranged and slidably inserted into the contact member 21, and the tip of the fixing nail 26 is used to insert into the ground. In this way, this device can be fixed to the ground, thereby preventing this device from moving.

[0032] In some embodiments, the above-mentioned feature support shaft 3 can adopt structures such as Figure 1 and Figure 3 as shown. Refer toFigure 1 and Figure 3 The support shaft 3 is rotatably penetrated through the protective ring 1. The side wall of the support shaft 3 has two outwardly protruding second limiting portions 31, and the two second limiting portions 31 are respectively in contact with the top surface and the bottom surface of the protective ring 1. The movement of the support shaft 3 in the vertical direction can be restricted by the limiting effect of the protective ring 1 on the two second limiting portions 31, so that the support shaft 3 is rotatably connected to the protective ring 1.

[0033] In some embodiments, referring to Figure 1 , the inclined rock treatment device during rock layer drilling further includes an operating rod 7. The operating rod 7 is vertically arranged and fixed on the sliding rod 5. An operator can hold the operating rod 7 to drive the sliding rod 5 to slide and the support shaft 3 to rotate.

[0034] In some embodiments, referring to Figure 1 , the operating rod 7 is located on the side of the sliding sleeve 4 away from the pouring pipe 6. The limiting effect of the sliding sleeve 4 on the operating rod 7 and the pouring pipe 6 can prevent the sliding rod 5 from sliding out of the sliding sleeve 4.

[0035] In some embodiments, the above-mentioned characteristic operating rod 7 can adopt the structure as shown in Figure 1 . Referring to Figure 1 , the operating rod 7 has a cylindrical structure. In this way, the comfort of the operator holding the operating rod 7 is relatively high.

[0036] In some embodiments, the above-mentioned characteristic sliding rod 5 can adopt the structure as shown in Figure 1 . Referring to Figure 1 , the sliding rod 5 has a quadrangular prism structure. In this way, the rotation of the sliding rod 5 can be prevented.

[0037] The above are only the preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements, and improvements made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. An inclined rock processing device for drilling in rock formations, characterized in that: include: A protective ring is used to be placed outside the drilled hole; A plurality of groups of support components are evenly distributed around the protective ring, and the support components are used to abut against the ground; A support shaft, vertically arranged and rotatably connected to the protective ring; A sliding sleeve, fixedly mounted on the supporting shaft; A sliding rod is horizontally arranged and slidably penetrates the sliding sleeve; and A pouring pipe is vertically arranged and located in the protective ring, and the pouring pipe is fixedly connected to the sliding rod.

2. The device for processing inclined rocks when drilling in rock formations according to claim 1, characterized in that: The support assembly comprises: An abutment member, located below the protective ring and used for abutting against the ground; A fixed pipe, arranged vertically and fixed on the abutment member; A sliding shaft, slidably disposed in the fixed tube, and the sliding shaft is fixedly connected to the protective ring; A fixing member, fixedly mounted on the side wall of the fixing tube, wherein the fixing member is provided with a threaded hole whose axis is vertically arranged; A driving shaft is passed through the threaded hole and is provided with an external thread threadedly connected to the threaded hole. The driving shaft can be rotatably connected to the protective ring.

3. The device for processing inclined rocks when drilling in rock formations according to claim 2, characterized in that: The driving shaft can rotate and penetrate the protective ring. The side wall of the driving shaft has two first limiting portions protruding outward, and the two first limiting portions are respectively in contact with the top surface and the bottom surface of the protective ring.

4. The device for processing inclined rocks when drilling in rock formations according to claim 3, characterized in that: The first upper limiting portion is in a quadrangular prism structure.

5. The device for processing inclined rocks when drilling in rock formations according to claim 2, characterized in that: The support assembly also includes: A fixing nail is vertically arranged and slidably penetrates the abutment member, and a nail tip of the fixing nail is used for being inserted into the ground.

6. The device for processing inclined rocks when drilling in rock formations according to claim 1, characterized in that: The support shaft can rotate and penetrate the protective ring. The side wall of the support shaft has two second limiting portions protruding outward, and the two second limiting portions are respectively in contact with the top surface and the bottom surface of the protective ring.

7. The device for processing inclined rocks when drilling in rock formations according to claim 1, characterized in that: Also includes: The operating rod is vertically arranged and fixed on the sliding rod.

8. The device for processing inclined rocks when drilling in rock formations according to claim 7, characterized in that: The operating rod is located at a side of the sliding sleeve away from the casting pipe.

9. The device for processing inclined rocks when drilling in rock formations according to claim 7, characterized in that: The operating rod is in a cylindrical structure.

10. The device for processing inclined rocks when drilling in rock formations according to claim 1, characterized in that: The sliding rod is in a quadrangular prism structure.

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