CN2581502Y - On water piling platform device with cylindrical foundation - Google Patents
On water piling platform device with cylindrical foundation Download PDFInfo
- Publication number
- CN2581502Y CN2581502Y CN 02235626 CN02235626U CN2581502Y CN 2581502 Y CN2581502 Y CN 2581502Y CN 02235626 CN02235626 CN 02235626 CN 02235626 U CN02235626 U CN 02235626U CN 2581502 Y CN2581502 Y CN 2581502Y
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- Prior art keywords
- walking beam
- pile
- tie
- cylindrical
- column
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses an aquatic piling platform device with a cylindrical foundation. The device is composed of the cylindrical foundations, longitudinal and transverse connecting beams which are connected to vertical columns of the cylindrical foundations, walking beams which are overlapped on the connecting beams, and a pile hammer guide frame which is arranged on the walking beam, wherein, the four cylindrical foundations are arranged in a rectangular shape; each cylindrical foundation is composed of a sedimentation cylinder and a vertical column which is arranged at the center of the cylinder top; the lower surface of the sedimentation cylinder is provided with no bottom, and the upper surface is provided with a top provided with a through hole which can be opened and closed; two longitudinal and two transverse connecting beams which can move up and down along the vertical columns are arranged among the vertical columns of the four cylindrical foundations; fasteners are arranged among the connecting beams and the vertical columns. The opposite connecting beams, wherein, the lower parts of which are provided with floating boxes, are overlapped with one walking beam which can move in the axial direction of the connecting beams; the walking beam is provided with the pile hammer guide frame which can move in the axial direction of the walking beam and can turn, and the interior of the guide frame is provided with a pile hammer which moves up and down. The utility model has the characteristics of strong wind wave-resistant and water stream-resistant ability, convenient and quick pile sinking, positioning and shifting and low device cost. The utility model is suitable for the pile sinking of a pile foundation of a dock and a bridge.
Description
Technical field
The utility model relates to a kind of bucket foundation marine piling stage apparatus, belongs to the pile driving rig in harbour, ocean, water conservancy and the bridge engineering field.
Background technology
At present, pile driving barge is adopted in marine piling usually.During with the pile driving barge pile sinking, work progress is subjected to the influence of stormy waves and current factor easily, particularly in the river course, river mouth and the big marine site of trend because water velocity is big, common the pile driving barge location of passing through anchor hawser location, displacement, displacement difficulty, piling efficient is low.
In the big waters piling of water velocity, pile driving rig requires big anchoring ability on the one hand, requires displacement and location convenient on the other hand again.
Summary of the invention
The purpose of this utility model is to provide a kind of bucket foundation marine piling stage apparatus, utilizes this piling stage apparatus in the river course, during the big marine site pile sinking of river mouth and trend, makes pile sinking work not be subjected to the influence of current factor.
For achieving the above object, the utility model is realized by following technical proposals: by bucket foundation, be connected in the vertical and horizontal tie-beam on the basic column of tube, and be overlapped on walking beam on the tie-beam, the bucket foundation marine piling stage apparatus that the pile monkey leading truck that is provided with on the walking beam is formed, it is characterized in that, four rectangular layouts of bucket foundation, described bucket foundation is by the top being arranged at following the no end, and but the settlement barrel that is provided with the switch through hole at the top constitutes with the column that is connected these top central authorities, between the column of four tube bases, be provided with to move up and down along column two vertically and two horizontal tie-beams, between tie-beam and the column securing member is set, walking beam that energy moves along the tie-beam axis direction of overlap joint on a relative tie-beam of dividing into buoyancy tank, the pile monkey leading truck that can move and can turn to along the walking beam axis direction is set on this walking beam, the pile monkey that moves up and down is set in the leading truck.
Above-mentioned settlement barrel is a cylindrical tube, or is oval cylindrical shell, or is the rectangle cylindrical shell.
Superiority of the present utility model is: bucket foundation marine piling stage apparatus wind and wave resistance and current ability are strong, and pile sinking is located, displacement is convenient and swift, and apparatus cost is low.
Description of drawings
Below in conjunction with accompanying drawing the utility model is illustrated.
Fig. 1 is an elevation of the present utility model.
Fig. 2 is a vertical view of the present utility model.
1 is cylindrical shell among the figure, and 2 is tube top through hole, and 3 is tube top column, and 4 is buoyancy tank, and 5 is vertical tie-beam,
6 is horizontal tie-beam, and 7 is walking beam, and 8 is the pile monkey leading truck, and 9 is pile monkey,
10 are the fixing device of pile monkey leading truck, and 11 is the securing member between tie-beam and column.
The specific embodiment
An embodiment is as follows for the utility model: bucket foundation marine piling stage apparatus as depicted in figs. 1 and 2, form by bucket foundation, vertical tie-beam and horizontal tie-beam, walking beam, pile monkey leading truck.Bucket foundation is made of four cylindrical shells and column, and each barrel diameter is 6m, high 5m, and four cylindrical shells are arranged in squares, and the spacing of tube central axis is 35m.Can be behind the each location of this platform at 30 * 30m
2Scope in pile sinking.
After bucket foundation marine piling stage apparatus is made on land, it is moved in water, in the cylindrical shell that back-off is placed, inflate, the stage apparatus air supporting of will driving piles is floated and is transported to the working site, the back, location is extracted the gas in the cylindrical shell out, make cylindrical shell bottom in the mud face, then by gas and water in the tube top through hole extraction cylindrical shell, after utilizing the interior external water pressure difference of vacuum pressure and tube to be inserted into cylindrical shell in the soil, seal through hole, edge tube top column is adjusted vertical tie-beam and the laterally elevation position and the pinning of tie-beam up and down then, just can move walking beam and pile monkey leading truck by needed pile sinking position and direction afterwards, carries out pile sinking.When need are shifted the piling stage apparatus, adjust the elevation position of vertical tie-beam and horizontal tie-beam earlier, open the through hole capping at cylindrical shell top then, in cylindrical shell, inject water under high pressure, cylindrical shell is extracted from soil, in cylindrical shell, inflate again, the piling stage apparatus is bubbled through the water column, utilize the movement of inflation floating and transportation method.
Bucket foundation marine piling stage apparatus is when pile sinking, and cylindrical shell is inserted in the water-bed soil, just can make the piling stage apparatus have very strong wind and wave resistance and current ability; The piling stage apparatus does not need accurate location during the location, and the stake position can be undertaken fast by walking beam and pile monkey leading truck, accurate location; Behind the each location of piling stage apparatus, can sink many piles within the specific limits.This utility model is applicable to the pile sinking of harbour and bridge pile foundation.
Claims (2)
1, a kind of bucket foundation marine piling stage apparatus, by bucket foundation, be connected in the vertical and horizontal tie-beam on the basic column of tube, and be overlapped on walking beam on the tie-beam, the pile monkey leading truck that is provided with on the walking beam is formed, it is characterized in that, four rectangular layouts of bucket foundation, described bucket foundation is by the top being arranged at following the no end, and but the settlement barrel that is provided with the switch through hole at the top constitutes with the column that is connected these top central authorities, between the column of four tube bases, be provided with to move up and down along column two vertically and two horizontal tie-beams, between tie-beam and the column securing member is set, walking beam that energy moves along the tie-beam axis direction of overlap joint on a relative tie-beam of dividing into buoyancy tank, the pile monkey leading truck that can move and can turn to along the walking beam axis direction is set on this walking beam, the pile monkey that moves up and down is set in the leading truck.
2. according to the described a kind of bucket foundation marine piling stage apparatus of claim 1, it is characterized in that: above-mentioned settlement barrel is a cylindrical tube, or is oval cylindrical shell, or is the rectangle cylindrical shell.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02235626 CN2581502Y (en) | 2002-05-31 | 2002-05-31 | On water piling platform device with cylindrical foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02235626 CN2581502Y (en) | 2002-05-31 | 2002-05-31 | On water piling platform device with cylindrical foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2581502Y true CN2581502Y (en) | 2003-10-22 |
Family
ID=33710101
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 02235626 Expired - Fee Related CN2581502Y (en) | 2002-05-31 | 2002-05-31 | On water piling platform device with cylindrical foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2581502Y (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102002948A (en) * | 2010-11-11 | 2011-04-06 | 天津港航工程有限公司 | Piling process for building sheet pile type wharf in shallow coastal water |
| CN102080370A (en) * | 2009-11-27 | 2011-06-01 | 三一电气有限责任公司 | Foundation construction platform for intertidal zone or offshore zone |
| CN102373698A (en) * | 2010-08-23 | 2012-03-14 | 中国海洋石油总公司 | Moveable self-mounting platform applying cylindrical bases |
| CN101591918B (en) * | 2009-06-24 | 2013-07-24 | 江苏道达海上风电工程科技有限公司 | Foundation reinforcement method based on bucket foundation negative pressure technology |
| CN104746476A (en) * | 2013-12-30 | 2015-07-01 | 上海中交水运设计研究有限公司 | Wharf additionally provided with batter pile on rear edge and method for reinforcing wharf rear edge by applying batter pile |
| CN104895043A (en) * | 2015-04-09 | 2015-09-09 | 中交第二航务工程局有限公司 | A gravel pile construction method applied to deepwater long-period surge water areas |
| CN106320309A (en) * | 2016-08-23 | 2017-01-11 | 天津港航工程有限公司 | Suction anchor type overwater piling platform and overwater pile group foundation piling technology |
| CN107326795A (en) * | 2017-08-21 | 2017-11-07 | 中国建筑第八工程局有限公司 | River course bored concrete pile job platform and its installation method |
| CN108914762A (en) * | 2018-07-13 | 2018-11-30 | 江西省交通设计研究院有限责任公司 | One kind is anti-to flood bridge beam body buoyancy limit systems stabilisation |
| CN109208480A (en) * | 2018-09-10 | 2019-01-15 | 沙焕焕 | Waters pile-driving method and waters pile driving equipment |
| CN114941325A (en) * | 2022-06-28 | 2022-08-26 | 天津港航工程有限公司 | Static pressure pile sinking device and method by using stratum suction on water |
-
2002
- 2002-05-31 CN CN 02235626 patent/CN2581502Y/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101591918B (en) * | 2009-06-24 | 2013-07-24 | 江苏道达海上风电工程科技有限公司 | Foundation reinforcement method based on bucket foundation negative pressure technology |
| CN102080370A (en) * | 2009-11-27 | 2011-06-01 | 三一电气有限责任公司 | Foundation construction platform for intertidal zone or offshore zone |
| CN102373698A (en) * | 2010-08-23 | 2012-03-14 | 中国海洋石油总公司 | Moveable self-mounting platform applying cylindrical bases |
| CN102002948A (en) * | 2010-11-11 | 2011-04-06 | 天津港航工程有限公司 | Piling process for building sheet pile type wharf in shallow coastal water |
| CN102002948B (en) * | 2010-11-11 | 2012-04-18 | 天津港航工程有限公司 | Piling process for building sheet pile type wharf in shallow coastal water |
| CN104746476A (en) * | 2013-12-30 | 2015-07-01 | 上海中交水运设计研究有限公司 | Wharf additionally provided with batter pile on rear edge and method for reinforcing wharf rear edge by applying batter pile |
| CN104895043A (en) * | 2015-04-09 | 2015-09-09 | 中交第二航务工程局有限公司 | A gravel pile construction method applied to deepwater long-period surge water areas |
| CN106320309A (en) * | 2016-08-23 | 2017-01-11 | 天津港航工程有限公司 | Suction anchor type overwater piling platform and overwater pile group foundation piling technology |
| CN107326795A (en) * | 2017-08-21 | 2017-11-07 | 中国建筑第八工程局有限公司 | River course bored concrete pile job platform and its installation method |
| CN107326795B (en) * | 2017-08-21 | 2023-05-02 | 中国建筑第八工程局有限公司 | River cast-in-place pile operation platform and installation method thereof |
| CN108914762A (en) * | 2018-07-13 | 2018-11-30 | 江西省交通设计研究院有限责任公司 | One kind is anti-to flood bridge beam body buoyancy limit systems stabilisation |
| CN109208480A (en) * | 2018-09-10 | 2019-01-15 | 沙焕焕 | Waters pile-driving method and waters pile driving equipment |
| CN114941325A (en) * | 2022-06-28 | 2022-08-26 | 天津港航工程有限公司 | Static pressure pile sinking device and method by using stratum suction on water |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |