CN204475334U - Large diameter steel pipe sunk pile pile holding device - Google Patents
Large diameter steel pipe sunk pile pile holding device Download PDFInfo
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- CN204475334U CN204475334U CN201520094853.6U CN201520094853U CN204475334U CN 204475334 U CN204475334 U CN 204475334U CN 201520094853 U CN201520094853 U CN 201520094853U CN 204475334 U CN204475334 U CN 204475334U
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- pile
- steel pipe
- position limit
- holding device
- large diameter
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Abstract
A kind of large diameter steel pipe sunk pile pile holding device, it is characterized in that described pile holding device comprises pile gripper, this pile gripper is arranged on a pedestal, pile gripper comprises two position limit arms be oppositely arranged, position limit arm is articulated on pedestal, and two position limit arms are driven by hydraulic system and rotate setting around pivot joint position.This large diameter steel pipe sunk pile pile holding apparatus structure is reasonable in design, use flexibly, and what it can provide piling positioning when steel pipe pile pile sinking firmly holds support tightly, can also meet timely tensioning operation during pile sinking operation, meet the requirement of steel pipe pile impact pile sinking.
Description
Technical field
The utility model belongs to locating guide device during steel pipe pile sinking construction in waters, is specifically related to a kind of device large diameter steel pipe pile being carried out to pile holding location and pile sinking guiding when piling construction.
Background technology
Steel pipe pile sinking construction is marine or carries out the critical process of bridge foundation construction in waters, the location and installation that steel pipe pile is used for the large-tonnage prefabricated components such as bridge prefabrication pier, pier shaft supports, and has the features such as construction precision requirement is high, operating mode is complicated, pile sinking quantity is many.Because construction environment that is marine or waters is severe, and majority is away from water front, and by the impact of stormy waves, current and tide, the piling construction of steel pipe pile can cause certain error or position skew.But the steel pipe pile pile sinking designing requirement that bridge pier foundation in construction duration needs is: plane relative deviation is not more than 5cm, and perpendicularity deviation is not more than 1/400; Existing piling technique and pile driving equipment cannot meet above-mentioned requirements, because steel pipe pile sinking construction quantity is large, under the corresponding prerequisite ensureing construction quality, need to accomplish as much as possible simple to operate, the requirement that efficiency of construction is high, this considerably increases the difficulty of steel pipe pile sinking construction.
Utility model content
The utility model provides a kind of reasonable in design, uses large diameter steel pipe sunk pile pile holding device flexibly, what it can provide piling positioning when steel pipe pile pile sinking firmly holds support tightly, timely tensioning operation during pile sinking operation can also be met, meet the requirement of steel pipe pile impact pile sinking.
The technical scheme that the utility model adopts is as follows:
A kind of large diameter steel pipe sunk pile pile holding device, it is characterized in that described pile holding device comprises pile gripper, this pile gripper is arranged on a pedestal, pile gripper comprises two position limit arms be oppositely arranged, position limit arm is articulated on pedestal, and two position limit arms are driven by hydraulic system and rotate setting around pivot joint position.
Concretely, described pile holding device comprises two pile grippers setting up and down, is provided with guide roller inside the position limit arm of described pile gripper, and position limit arm is arranged by the spacing obvolvent steel pipe pile of guide roller.
In one embodiment, described hydraulic system comprises hydraulic stem, and described hydraulic stem drives outside the obvolvent end of the described position limit arm of connection.
In another embodiment, the obvolvent end connecting fluid pressing system of described position limit arm, this obvolvent end has interior kinking structure, and in it, the inner side of kinking structure is by rotating shaft pivot joint guide roller, guide roller when two position limit arm obvolvents and steel pipe pile Structure deformation arrange.
This large diameter steel pipe sunk pile pile holding device can be two pile grippers that each steel pipe pile configuration vertical direction is arranged, on the top layer that this pile gripper lays respectively at a leading truck and bottom frame.The position limit arm of pile gripper can adopt steel beam column, and its one end is arranged by pivot joint between articulated section and pedestal, and hydraulic stem is connected to obvolvent end.The guide roller that external and internal compositions portion inside position limit arm installs when holding steel tightly and being filling, still can meet steel pipe pile along guide roller vertical subsidence.Vibrating hammer can be made when pile gripper is opened to pass through, ensure that steel pipe pile shakes continuously and be sink to design than high.
The beneficial effects of the utility model are, this large diameter steel pipe sunk pile pile holding apparatus structure is reasonable in design, use is flexible, what it can provide piling positioning when steel pipe pile pile sinking firmly holds support tightly, timely tensioning operation during pile sinking operation can also be met, meet the requirement of steel pipe pile impact pile sinking.
Below in conjunction with the drawings and specific embodiments, the utility model is further elaborated.
Accompanying drawing explanation
Fig. 1 is the structural representation of pile holding device in the utility model detailed description of the invention;
Fig. 2 is another status architecture schematic diagram of pile holding device in the utility model detailed description of the invention.
Detailed description of the invention
This large diameter steel pipe sunk pile pile holding device has two pile grippers, and two pile grippers are setting up and down in a vertical direction.The position limit arm of described pile gripper is provided with guide roller, and position limit arm is arranged by the spacing obvolvent steel pipe pile of guide roller.As depicted in figs. 1 and 2, pile gripper is arranged on a pedestal 10, and pile gripper comprises two position limit arms be oppositely arranged 23 and 24, and position limit arm is articulated on pedestal 10, and two position limit arms are driven by hydraulic system and rotate setting around pivot joint position.Hydraulic system comprises two hydraulic stems 21 and 22, and hydraulic stem drives outside the obvolvent end of connection position limit arm.Two position limit arms are driven by the hydraulic stem of hydraulic system and form pile holding structure around pivot joint position.Position limit arm 23,24 is interior kinking structure, and in it, the inner side of kinking structure is by rotating shaft pivot joint guide roller 25, and guide roller is when two position limit arm obvolvents and steel pipe pile 30 Structure deformation.
Claims (4)
1. a large diameter steel pipe sunk pile pile holding device, it is characterized in that described pile holding device comprises pile gripper, this pile gripper is arranged on a pedestal, pile gripper comprises two position limit arms be oppositely arranged, position limit arm is articulated on pedestal, and two position limit arms are driven by hydraulic system and rotate setting around pivot joint position.
2. large diameter steel pipe sunk pile pile holding device according to claim 1, it is characterized in that described pile holding device comprises two pile grippers setting up and down, be provided with guide roller inside the position limit arm of described pile gripper, position limit arm is arranged by the spacing obvolvent steel pipe pile of guide roller.
3. large diameter steel pipe sunk pile pile holding device according to claim 1, is characterized in that described hydraulic system comprises hydraulic stem, and described hydraulic stem drives outside the obvolvent end of the described position limit arm of connection.
4. large diameter steel pipe sunk pile pile holding device according to claim 1, it is characterized in that the obvolvent end connecting fluid pressing system of described position limit arm, this obvolvent end has interior kinking structure, in it, the inner side of kinking structure is by rotating shaft pivot joint guide roller, guide roller when two position limit arm obvolvents and steel pipe pile Structure deformation arrange.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520094853.6U CN204475334U (en) | 2015-02-10 | 2015-02-10 | Large diameter steel pipe sunk pile pile holding device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520094853.6U CN204475334U (en) | 2015-02-10 | 2015-02-10 | Large diameter steel pipe sunk pile pile holding device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204475334U true CN204475334U (en) | 2015-07-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520094853.6U Active CN204475334U (en) | 2015-02-10 | 2015-02-10 | Large diameter steel pipe sunk pile pile holding device |
Country Status (1)
| Country | Link |
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| CN (1) | CN204475334U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106593302A (en) * | 2016-10-31 | 2017-04-26 | 江苏华西村海洋工程服务有限公司 | Wind power and bridge rock-socketed construction system |
| CN107165167A (en) * | 2017-06-19 | 2017-09-15 | 上海衡拓船舶设备有限公司 | Marine guidance piling pile gripper |
| CN107558471A (en) * | 2017-08-21 | 2018-01-09 | 徐鹏程 | A kind of piling machine for building with high intensity |
| CN111441352A (en) * | 2020-04-26 | 2020-07-24 | 长沙炙夏机电科技有限公司 | Compaction pile construction device and method |
| CN111576421A (en) * | 2020-04-15 | 2020-08-25 | 中冶华亚建设集团有限公司 | Tubular pile sinking positioning device |
| CN115262565A (en) * | 2022-08-05 | 2022-11-01 | 上海外高桥造船有限公司 | Pile sinking positioning device for floating production oil storage and unloading ship |
| EP4083328A4 (en) * | 2019-12-24 | 2023-01-04 | Jiangsu Goldwind Science & Technology Co., Ltd. | Monopile foundation guiding device |
-
2015
- 2015-02-10 CN CN201520094853.6U patent/CN204475334U/en active Active
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106593302A (en) * | 2016-10-31 | 2017-04-26 | 江苏华西村海洋工程服务有限公司 | Wind power and bridge rock-socketed construction system |
| CN107165167A (en) * | 2017-06-19 | 2017-09-15 | 上海衡拓船舶设备有限公司 | Marine guidance piling pile gripper |
| CN107558471A (en) * | 2017-08-21 | 2018-01-09 | 徐鹏程 | A kind of piling machine for building with high intensity |
| EP4083328A4 (en) * | 2019-12-24 | 2023-01-04 | Jiangsu Goldwind Science & Technology Co., Ltd. | Monopile foundation guiding device |
| US11718970B2 (en) | 2019-12-24 | 2023-08-08 | Jiangsu Goldwind Science & Technology Co., Ltd. | Monopile foundation guiding device |
| CN111576421A (en) * | 2020-04-15 | 2020-08-25 | 中冶华亚建设集团有限公司 | Tubular pile sinking positioning device |
| CN111576421B (en) * | 2020-04-15 | 2021-10-08 | 中冶华亚建设集团有限公司 | Tubular pile sinking positioning device |
| CN111441352A (en) * | 2020-04-26 | 2020-07-24 | 长沙炙夏机电科技有限公司 | Compaction pile construction device and method |
| CN115262565A (en) * | 2022-08-05 | 2022-11-01 | 上海外高桥造船有限公司 | Pile sinking positioning device for floating production oil storage and unloading ship |
| CN115262565B (en) * | 2022-08-05 | 2024-06-04 | 上海外高桥造船有限公司 | Pile sinking positioning device of floating production oil storage and unloading ship |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |