CN2464778Y - Static loading pile-sinking apparatus on water - Google Patents
Static loading pile-sinking apparatus on water Download PDFInfo
- Publication number
- CN2464778Y CN2464778Y CN 00264496 CN00264496U CN2464778Y CN 2464778 Y CN2464778 Y CN 2464778Y CN 00264496 CN00264496 CN 00264496 CN 00264496 U CN00264496 U CN 00264496U CN 2464778 Y CN2464778 Y CN 2464778Y
- Authority
- CN
- China
- Prior art keywords
- pile
- suction anchor
- sinking
- water
- utility
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a static loading pile sinking apparatus on the water, which is mainly composed of a pile cap, a barrel type suction anchor, a steel cable, and a tensioner which is arranged on the steel cable. The pile cap is in a circle, or a rectangle, or a hexagon, or a regular triangle. One end of the steel cable is connected with the pile cap, and the other end is connected to the barrel top of the suction anchor. When the utility model is pile sinking, firstly, the suction anchor is suck into foundation soil, a pile body is suck into the foundation soil through the tensioner, or the pile is suck into the foundation soil through vacuum pressure and water pressure supplied by the suction anchor and the pile body, and the suction anchor and the pile body are dependent on the suction anchor simultaneously. The pile sinking of the utility model has the advantages of no noise pollution, easy control of the skewness of the pile sinking, and low construction cost.
Description
The utility model relates to a kind of device of static load pile sinking waterborne.Belong to the equipment design of pile sinking technology waterborne.
At present, pile sinking in water needs pile driving barge, adds dynamic loading in the stake top application, and perhaps the still life ballast is squeezed into stake in the underwater soil.Adopt pile driving barge to carry out not only expense height of piling construction, and produce noise pollution, job site surrounding buildings thing is had flutter failure.
The purpose of this utility model is to provide a kind of device of static load pile sinking waterborne.Do not need special-purpose pile driving barge during the construction of this pile sinking device, noise-less pollution, surrounding buildings thing friction is destroyed, it is low to carry out piling construction expense waterborne with this device.
For achieving the above object, the utility model is realized by following proposal.Constituted by the stretcher on cartridge type suction anchor, pile cover, wirerope and the wirerope, it is characterized in that, the pile cover of rigid body is rounded, or rectangle, or hexagon, or equilateral triangle, wirerope is set on it connects joint, the other end of the wirerope that connection joint place binds is connected with the tube top of suction anchor, and the cartridge type suction anchor is 2～8.
Below in conjunction with accompanying drawing the utility model is illustrated.
Fig. 1 constitutes schematic diagram for the utility model.
Fig. 2 is the vertical view of Fig. 1.
1 is pile cover among the figure, and 2 is the wirerope stretcher, and 3 is wirerope, and 4 is pile body, and 5 is the cartridge type suction anchor.
Shown in the drawings is the static load pile sinking device waterborne that adopts 4 cartridge type suction anchors.Earlier the cartridge type suction anchor is sunk to depth location enough in the foundation soil by the mode that vacuumizes in the tube when using this device pile sinking, the pile positioning that will sink to then in the ground is good, install pile cover on the stake top, with 4 wireropes pile cover is connected with the tube top of 4 suction anchors, tensioning stretcher slowly, in the process of tensioning stretcher, note the stressed uniformity of each bar wirerope, can guarantee that pile body vertically slowly sinks under the water in the foundation soil.During construction, also can be behind the stretcher on the tensioning wirerope, after vacuumizing in the suction anchor tube, rely on vacuum pressure and water pressure that suction anchor is slowly sunk in water in the foundation soil, in this process, stake is slowly sunk under the water in the foundation soil by the wirerope lower pulling force.
In the above-mentioned work progress, by once to the layout of cartridge type suction anchor and sink to foundation soil in place after, can in certain water surface zone, realize the construction of sinking to of many piles body.When needs when in addition pile sinking is carried out in water surface zone, can in the cylindrical shell of suction anchor, inflate, the cylindrical shell of suction anchor is emerged, move to its place and carry out piling construction.
The utility model carries out piling construction, does not produce noise pollution, and the degree of skewness of pile sinking is easy to control, and operating expenses is low.
Claims (1)
1. the device of a static load pile sinking waterborne, it is made of the stretcher on cartridge type suction anchor, pile cover, wirerope and the wirerope, it is characterized in that: the pile cover of rigid body is rounded, wirerope is set on it connects joint, the other end of the wirerope that connection joint place binds is connected with the tube top of suction anchor, and the cartridge type suction anchor is 2～8.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00264496 CN2464778Y (en) | 2000-12-07 | 2000-12-07 | Static loading pile-sinking apparatus on water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00264496 CN2464778Y (en) | 2000-12-07 | 2000-12-07 | Static loading pile-sinking apparatus on water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2464778Y true CN2464778Y (en) | 2001-12-12 |
Family
ID=33619160
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00264496 Expired - Fee Related CN2464778Y (en) | 2000-12-07 | 2000-12-07 | Static loading pile-sinking apparatus on water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2464778Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193041A (en) * | 2016-08-31 | 2016-12-07 | 合肥学院 | A kind of marine static load pile-sinking device and construction method thereof |
| CN108179760A (en) * | 2017-12-30 | 2018-06-19 | 郑州赫恩电子信息技术有限公司 | A kind of efficient building construction dewatering device |
| CN110949615A (en) * | 2019-11-15 | 2020-04-03 | 中国电建集团华东勘测设计研究院有限公司 | Floating pile-stabilizing platform device based on anchoring positioning control and pile sinking method |
-
2000
- 2000-12-07 CN CN 00264496 patent/CN2464778Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193041A (en) * | 2016-08-31 | 2016-12-07 | 合肥学院 | A kind of marine static load pile-sinking device and construction method thereof |
| CN108179760A (en) * | 2017-12-30 | 2018-06-19 | 郑州赫恩电子信息技术有限公司 | A kind of efficient building construction dewatering device |
| CN110949615A (en) * | 2019-11-15 | 2020-04-03 | 中国电建集团华东勘测设计研究院有限公司 | Floating pile-stabilizing platform device based on anchoring positioning control and pile sinking method |
| CN110949615B (en) * | 2019-11-15 | 2020-12-29 | 中国电建集团华东勘测设计研究院有限公司 | Floating pile-stabilizing platform device based on anchoring positioning control and pile sinking method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201924360U (en) | Multifunctional hydraulic static pile press | |
| US6193442B1 (en) | Method and device for raising and supporting a building foundation | |
| CN201738321U (en) | Multifunctional pile machine | |
| JPS6149029A (en) | Underwater foundation fixer | |
| CN106592619B (en) | A kind of suction caisson foundation with four-bladed vane | |
| CN2464778Y (en) | Static loading pile-sinking apparatus on water | |
| CN1182301C (en) | Technology for boring and prefabricating cast piles for foundation of building | |
| CN206706774U (en) | Larsen steel plate matches somebody with somebody i shaped steel foundation ditch sealing support system | |
| CN206887957U (en) | A kind of construction of prefabricated piles auxiliary stand | |
| CN114592517B (en) | Pile body dead weight hammering construction process with enlarged pile shoe | |
| CN201347191Y (en) | Suction pile type ocean floor drilling novel basal disc | |
| CN204080796U (en) | Injection forming Variable Section Steel pile tube expands crowded device | |
| CN213805337U (en) | Stretching type concrete precast pile suitable for soft foundation | |
| CN1165663C (en) | Movable internal pipe of cast-in-situ pile and concrete casting method | |
| CN210421090U (en) | Middle-arranged inclined pile pressing machine | |
| CN1071983A (en) | Anchor beam type hydrostatic piledriving method and equipment thereof | |
| CN207794058U (en) | A kind of long steel sheet pile of splice type | |
| CN106884429A (en) | A kind of construction of prefabricated piles method and auxiliary stand | |
| CN202017208U (en) | Center digging reverse drawing method pile driving device for pre-stress centrifuge pipe pile and square pile | |
| CN215052873U (en) | Hydraulic driving device of board inserting machine | |
| CN217782010U (en) | Steel pipe pile structure | |
| CN213773428U (en) | Underwater reinforced foundation with drainage channel | |
| CN201381508Y (en) | Special aerated band pressure device for solidifying soft soil base by transverse pressurization | |
| CN215290158U (en) | Composite support of construction method pile | |
| CN202039365U (en) | Prestressed centrifugal square pipe pile sinking device using central digging hydraulic method |
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 |