CN205189028U - Bored concrete pile pore -forming device - Google Patents
Bored concrete pile pore -forming device Download PDFInfo
- Publication number
- CN205189028U CN205189028U CN201520836619.6U CN201520836619U CN205189028U CN 205189028 U CN205189028 U CN 205189028U CN 201520836619 U CN201520836619 U CN 201520836619U CN 205189028 U CN205189028 U CN 205189028U
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- concrete pile
- wire rope
- bored concrete
- tripod
- pile hole
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Abstract
The utility model discloses a bored concrete pile pore -forming device, the intensity of labour who has solved the artifical pore -forming existence of current bored concrete pile is big, the long problem of construction period. Filling soil layer ground (1) including the height, setting up soil layer ground (1) is filled to the height on and remain to be dug bored concrete pile hole (3), be provided with tripod (2) directly over waiting to dig bored concrete pile hole (3), be provided with fixed pulley (6) on the top of tripod (2), be provided with wire rope (5) on fixed pulley (6), be connected with luoyang shovel (4) in wire rope's (5) one end, the other end of wire rope (5) is that the connection is on hoist engine (8). The utility model discloses the security is high and construction speed is fast, and economic benefits is showing, has guaranteed construction operation personnel's safety.
Description
Technical field
The utility model relates to a kind of priming concrete pile hole excavating device, particularly the hole-forming device of a kind of high roadbed place manually digging hole filling pile.
Background technology
Due to the growing tension of building land, the priming concrete pile hole in a lot of area is arranged on high roadbed soil layer, and adopts the technique of manually digging hole filling pile pore-forming.Due to the leakiness of soil layer, in manually digging hole process, often can there is collapse hole accident, bring potential safety hazard to constructor.In addition, in manually digging hole process, also there is labour intensity large, the problem that the construction period is long.
Summary of the invention
The utility model provides a kind of pouring pile hole device, and the labour intensity solving existing castinplace pile manual pore-forming existence is large, the problem that the construction period is long.
The utility model solves above technical problem by the following technical programs:
A kind of pouring pile hole device, comprise high roadbed soil layer ground, high roadbed soil layer ground is arranged and needs to dig priming concrete pile hole, tripod is provided with directly over priming concrete pile hole to be dug, the top of tripod is provided with fixed pulley, fixed pulley is provided with wire rope, is connected with luoyang spade in one end of wire rope, the other end of wire rope is connected on hoist engine.
The bottom of tripod is provided with directive wheel, and the other end of wire rope is linked together by directive wheel and hoist engine.
The utility model is particularly suitable for the construction operation for manually digging hole in high roadbed soil site, and safety is high and speed of application fast, and remarkable in economical benefits, ensure that the safety of construction operation personnel.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail:
A kind of pouring pile hole device, comprise high roadbed soil layer ground 1, high roadbed soil layer ground 1 is arranged and needs to dig priming concrete pile hole 3, tripod 2 is provided with directly over priming concrete pile hole 3 to be dug, the top of tripod 2 is provided with fixed pulley 6, fixed pulley 6 is provided with wire rope 5, is connected with luoyang spade 4 in one end of wire rope 5, the other end of wire rope 5 is connected on hoist engine 8.
The bottom of tripod is provided with directive wheel 7, and the other end of wire rope 5 is linked together by directive wheel 7 and hoist engine 8.
After the assembling of this device, start the drilling construction of castinplace pile, unclamp hoist engine 8, allow luoyang spade 4 freely falling body fall, in dropping process, shovel head naturally slightly open, drop down onto soil layer 1 inner, then hoist engine 8 is started, promote luoyang spade 4, shovel head closes up naturally to be picked up the shoveled soil body, promotes and is transported to ground 1; Iterative cycles like this, until priming concrete pile hole to be dug 3 pore-forming.In whole digging process, do not need human body to get involved in pore-forming, avoid personal injury and occur, improve the speed of pore-forming.
Claims (2)
1. a pouring pile hole device, comprise high roadbed soil layer ground (1), on high roadbed soil layer ground (1), upper setting needs to dig priming concrete pile hole (3), it is characterized in that, directly over priming concrete pile hole to be dug (3), be provided with tripod (2), the top of tripod (2) is provided with fixed pulley (6), fixed pulley (6) is provided with wire rope (5), be connected with luoyang spade (4) in one end of wire rope (5), the other end of wire rope (5) is connected on hoist engine (8).
2. a kind of pouring pile hole device according to claim 1, is characterized in that, is provided with directive wheel (7) in the bottom of tripod, and the other end of wire rope (5) is linked together by directive wheel (7) and hoist engine (8).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520836619.6U CN205189028U (en) | 2015-10-27 | 2015-10-27 | Bored concrete pile pore -forming device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520836619.6U CN205189028U (en) | 2015-10-27 | 2015-10-27 | Bored concrete pile pore -forming device |
Publications (1)
Publication Number | Publication Date |
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CN205189028U true CN205189028U (en) | 2016-04-27 |
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ID=55782030
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201520836619.6U Active CN205189028U (en) | 2015-10-27 | 2015-10-27 | Bored concrete pile pore -forming device |
Country Status (1)
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CN (1) | CN205189028U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106836354A (en) * | 2017-01-23 | 2017-06-13 | 中煤科工集团西安研究院有限公司 | Rectangle friction pile mechanical hole building device |
CN108396735A (en) * | 2018-05-14 | 2018-08-14 | 安徽送变电工程有限公司 | Large aperture caisson is from lifting operation platform |
-
2015
- 2015-10-27 CN CN201520836619.6U patent/CN205189028U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106836354A (en) * | 2017-01-23 | 2017-06-13 | 中煤科工集团西安研究院有限公司 | Rectangle friction pile mechanical hole building device |
CN106836354B (en) * | 2017-01-23 | 2019-04-09 | 中煤科工集团西安研究院有限公司 | Rectangle friction pile mechanical hole building device |
CN108396735A (en) * | 2018-05-14 | 2018-08-14 | 安徽送变电工程有限公司 | Large aperture caisson is from lifting operation platform |
CN108396735B (en) * | 2018-05-14 | 2023-12-05 | 安徽送变电工程有限公司 | Self-lifting operation platform for large-aperture hole digging pile |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant |