CN215632752U - Intraductal supplementary hydraulic pressure quartering hammer device of full sleeve pipe bored concrete pile - Google Patents
Intraductal supplementary hydraulic pressure quartering hammer device of full sleeve pipe bored concrete pile Download PDFInfo
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- CN215632752U CN215632752U CN202122132393.XU CN202122132393U CN215632752U CN 215632752 U CN215632752 U CN 215632752U CN 202122132393 U CN202122132393 U CN 202122132393U CN 215632752 U CN215632752 U CN 215632752U
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Abstract
The utility model discloses an in-pipe auxiliary hydraulic breaking hammer device for a full-casing cast-in-place pile, which comprises a crawler crane and a full-casing drilling machine fixed on the ground, wherein a hydraulic oil pipe main winch and a hydraulic oil pipe auxiliary winch are fixedly arranged on the crawler crane, a first hydraulic oil pipe is attached to the hydraulic oil pipe main winch and the hydraulic oil pipe auxiliary winch together, a hoisting steel wire rope is connected to the crawler crane through a rotating wheel in a transmission manner, a quick dismounting device is fixedly arranged at the bottom end of the hoisting steel wire rope, a second hydraulic oil pipe is fixedly arranged at the bottom end of the quick dismounting device, and a hydraulic breaking hammer is fixedly arranged at the bottom end of the second hydraulic oil pipe. This kind of intraductal supplementary hydraulic breaking hammer device of full sleeve bored concrete pile, simple structure is reasonable, and the modern design has good crushing effect in the aspect of the breakage to fill stone, riprap, rock etc. simultaneously, utilizes the control to the hydraulic breaking hammer amplitude of oscillation, has improved the scope of action of breaking hammer.
Description
Technical Field
The utility model relates to the technical field of pile filling pipe soil taking, in particular to an auxiliary hydraulic breaking hammer device in a full casing pipe filling pile pipe.
Background
The cast-in-place pile has the advantages of no vibration, no soil squeezing, low noise, suitability for dense urban building areas and the like during construction, and is widely applied to construction. According to different hole-forming processes, the cast-in-place piles can be divided into cast-in-place piles for dry operation hole forming, cast-in-place piles for mud retaining wall hole forming, cast-in-place piles for manual hole digging and the like. The pore-forming cast-in-place pile is formed by forming a pile hole in foundation soil in the modes of mechanical drilling, steel pipe soil extrusion or manual excavation and the like in the building construction process, and placing a reinforcement cage and cast-in-place concrete in the drilled pile hole.
However, in the process of taking out soil and drilling a bored pile, the subsequent drilling or reaming process is easily affected by internal dynamic filling stones, riprap stones, rocks and the like. Therefore, the improvement is made, and the auxiliary hydraulic breaking hammer device in the full casing cast-in-place pile pipe is provided.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problems, the utility model provides the following technical scheme:
the utility model discloses an in-pipe auxiliary hydraulic breaking hammer device for a full-casing cast-in-place pile, which comprises a crawler crane and a full-casing drilling machine fixed on the ground, wherein a main hydraulic oil pipe winch and an auxiliary hydraulic oil pipe winch are fixedly arranged on the crawler crane, a first hydraulic oil pipe is attached to the main hydraulic oil pipe winch and the auxiliary hydraulic oil pipe winch together, a hoisting steel wire rope is connected to the crawler crane through a rotating wheel in a transmission manner, a quick dismounting device is fixedly arranged at the bottom end of the hoisting steel wire rope, a second hydraulic oil pipe is fixedly arranged at the bottom end of the quick dismounting device, a hydraulic breaking hammer is fixedly arranged at the bottom end of the second hydraulic oil pipe, a connecting chain is movably connected to the bottom end of the quick dismounting device, and the bottom end of the connecting chain is movably connected with the hydraulic breaking hammer.
As a preferable technical scheme of the utility model, the connecting chain is made of steel wire ropes or chains, and the outer side of the connecting chain is wrapped with a protective skin.
As a preferred technical scheme, the number of the second hydraulic oil pipes is two, the second hydraulic oil pipes are symmetrically distributed on two sides of the connecting chain, and the second hydraulic oil pipes are of rubber flexible leather pipe structures.
As a preferable technical scheme, two sides of the hydraulic breaking hammer are fixedly provided with a correcting protecting frame, and the opposite sides of the correcting protecting frame are provided with limiting connecting strips.
As a preferred technical scheme of the utility model, a plurality of balancing weights are filled in the correcting frame and are uniformly distributed at the bottom of the correcting frame.
As a preferred technical scheme of the utility model, the full casing drilling machine is provided with a steel casing which is installed in a matched mode, and the correcting frame is connected to the inside of the steel casing in a penetrating mode.
The utility model has the beneficial effects that:
1. according to the auxiliary hydraulic breaking hammer device in the full casing cast-in-place pile tube, the movable head is utilized to realize the mobility between the quick dismounting device and the hydraulic breaking hammer through the arranged connecting chain, and the working range of the breaking hammer is utilized;
2. according to the auxiliary hydraulic breaking hammer device in the full casing cast-in-place pile tube, the connecting chain is arranged, so that corresponding appropriate materials can be conveniently selected according to actual use conditions, and the applicability of the device is improved;
3. according to the auxiliary hydraulic breaking hammer device in the full-sleeve cast-in-place pile tube, due to the arrangement of the flexible leather tube structure, when the hydraulic breaking hammer moves, the second hydraulic oil tube can conveniently move along with the hydraulic breaking hammer, and the moving capacity of the hydraulic breaking hammer in use is improved;
4. according to the auxiliary hydraulic breaking hammer device in the full casing cast-in-place pile tube, through the arranged centering protection frame, when the hydraulic breaking hammer is used, the centering protection frame can protect two ends of the hydraulic breaking hammer, and then the design of the limiting connecting strip can limit the swing amplitude of the hydraulic breaking hammer;
5. this kind of intraductal supplementary hydraulic pressure quartering hammer device of full sleeve bored concrete pile through the balancing weight that is equipped with, has guaranteed to protect the stability of just putting up itself.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the principles of the utility model and not to limit the utility model. In the drawings:
FIG. 1 is a schematic structural view of XXX of the auxiliary hydraulic breaking hammer device in the complete casing cast-in-place pile pipe of the present invention;
fig. 2 is a schematic structural view of a breaking hammer mounting part of the present invention.
In the figure:
1. a crawler crane; 2. a full casing drill; 3. steel casing; 4. a hydraulic oil pipe auxiliary winch; 5. a hydraulic oil pipe auxiliary winch; 6. a quick assembly disassembly device; 7. a second hydraulic oil pipe; 8. a hydraulic breaking hammer; 9. a first hydraulic oil pipe; 10. a hoisting wire rope; 11. a connecting chain; 12. a correcting frame; 13. and a balancing weight.
Detailed Description
The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are described herein for the purpose of illustration and explanation and not limitation.
Example (b): as shown in fig. 1-2, the auxiliary hydraulic breaking hammer device in a full casing cast-in-place pile tube of the utility model comprises a crawler crane 1 and a full casing drilling machine 2 fixed on the ground, wherein a hydraulic oil tube main winch 4 and a hydraulic oil tube auxiliary winch 5 are fixedly arranged on the crawler crane 1, a first hydraulic oil tube 9 is commonly attached to the hydraulic oil tube main winch 4 and the hydraulic oil tube auxiliary winch 5, the crawler crane 1 is connected with a hoisting steel wire rope 10 through a rotating wheel transmission, a quick dismounting device 6 is fixedly arranged at the bottom end of the hoisting steel wire rope 10, a second hydraulic oil tube 7 is fixedly arranged at the bottom end of the quick dismounting device 6, a hydraulic breaking hammer 8 is fixedly arranged at the bottom end of the second hydraulic oil tube 7, a connecting chain 11 is movably connected at the bottom end of the quick dismounting device 6, and the bottom end of the connecting chain 11 is movably connected with the hydraulic breaking hammer 8.
Wherein, the material of selecting for use of connecting chain 11 includes wire rope or chain, and the outside parcel of connecting chain 11 has the protection skin.
The number of the second hydraulic oil pipes 7 is two, the second hydraulic oil pipes 7 are symmetrically distributed on two sides of the connecting chain 11, and the second hydraulic oil pipes 7 are of rubber hose structures.
Wherein, both sides of hydraulic breaking hammer 8 are all fixed and are equipped with and protect positive frame 12, protect the opposite side of positive frame 12 and be equipped with spacing connecting strip.
Wherein, protect the inside of positive frame 12 to fill has a plurality of balancing weight 13, and a plurality of balancing weight 13 evenly distributed protects the bottom of positive frame 12.
Wherein, the full casing drilling machine 2 is provided with a steel casing 3 which is matched with the full casing drilling machine, and the correcting frame 12 is connected inside the steel casing 3 in a penetrating way.
The working principle is as follows: the auxiliary hydraulic breaking hammer device in the full casing cast-in-place pile pipe is different from the prior art, has reasonable structure, convenient use and simple operation, and can enable a user to simply and clearly understand the working principle; during the use, install hydraulic pressure quartering hammer 8 on quick assembly disassembly device 6, then will protect positive frame 12 and pass through steel casing pipe 3, in this process, utilize the protection process who protects positive frame 12, the stability of hydraulic pressure quartering hammer 8 has been improved, this kind of intraductal supplementary hydraulic pressure quartering hammer device of full sleeve pipe bored concrete pile, connecting link 11 through being equipped with, utilize the activity head to realize the active nature between quick assembly disassembly device 6 and the hydraulic pressure quartering hammer 8, utilize the working range of quartering hammer, and to the in service behavior of reality, choose for use the suitable material that corresponds, the suitability of device has been improved, when hydraulic pressure quartering hammer 8 uses, protect positive frame 12 and can protect the both ends of hydraulic pressure quartering hammer 8, then the swing amplitude of hydraulic pressure quartering hammer 8 can be restricted in the design of spacing connecting strip.
Finally, it should be noted that: in the description of the present invention, it should be noted that the terms "vertical", "upper", "lower", "horizontal", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that changes may be made in the embodiments and/or equivalents thereof without departing from the spirit and scope of the utility model. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The auxiliary hydraulic breaking hammer device in the full-casing cast-in-place pile pipe comprises a crawler crane (1) and a full-casing drilling machine (2) fixed on the ground, and is characterized in that a hydraulic oil pipe main winch (4) and a hydraulic oil pipe auxiliary winch (5) are fixedly arranged on the crawler crane (1), a first hydraulic oil pipe (9) is attached to the hydraulic oil pipe main winch (4) and the hydraulic oil pipe auxiliary winch (5) together, a hoisting steel wire rope (10) is connected to the crawler crane (1) through rotating wheel transmission, a quick dismounting device (6) is fixedly arranged at the bottom end of the hoisting steel wire rope (10), a second hydraulic oil pipe (7) is fixedly arranged at the bottom end of the quick dismounting device (6), a hydraulic breaking hammer (8) is fixedly arranged at the bottom end of the second hydraulic oil pipe (7), and a connecting chain (11) is movably connected at the bottom end of the quick dismounting device (6), the bottom end of the connecting chain (11) is movably connected with the hydraulic breaking hammer (8).
2. The auxiliary hydraulic breaking hammer device in the full-casing cast-in-place pile tube according to claim 1, wherein the connecting chain (11) is made of steel wire ropes or chains, and a protective skin is wrapped on the outer side of the connecting chain (11).
3. The auxiliary hydraulic breaking hammer device in the full sleeve cast-in-place pile pipe according to claim 1, wherein the number of the second hydraulic oil pipes (7) is two and the second hydraulic oil pipes are symmetrically distributed on two sides of the connecting chain (11), and the second hydraulic oil pipes (7) are of rubber flexible leather pipe structures.
4. The auxiliary hydraulic breaking hammer device in the full-casing cast-in-place pile tube according to claim 1, wherein a front protection frame (12) is fixedly arranged on each of two sides of the hydraulic breaking hammer (8), and a limiting connecting strip is arranged on the opposite side of the front protection frame (12).
5. The auxiliary hydraulic breaking hammer device in the full casing cast-in-place pile tube as claimed in claim 4, wherein the interior of the front protection frame (12) is filled with a plurality of balancing weights (13), and the balancing weights (13) are uniformly distributed at the bottom of the front protection frame (12).
6. The auxiliary hydraulic breaking hammer device in the full casing cast-in-place pile pipe of claim 4 is characterized in that the full casing drill (2) is provided with a steel casing pipe (3) which is installed in a matched mode, and the correcting frame (12) is connected to the inner portion of the steel casing pipe (3) in a penetrating mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122132393.XU CN215632752U (en) | 2021-09-06 | 2021-09-06 | Intraductal supplementary hydraulic pressure quartering hammer device of full sleeve pipe bored concrete pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122132393.XU CN215632752U (en) | 2021-09-06 | 2021-09-06 | Intraductal supplementary hydraulic pressure quartering hammer device of full sleeve pipe bored concrete pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215632752U true CN215632752U (en) | 2022-01-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122132393.XU Active CN215632752U (en) | 2021-09-06 | 2021-09-06 | Intraductal supplementary hydraulic pressure quartering hammer device of full sleeve pipe bored concrete pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215632752U (en) |
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2021
- 2021-09-06 CN CN202122132393.XU patent/CN215632752U/en active Active
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