CN103541363B - Pile sinking device and pile sinking method based on shallow sea reclamation area inclined piles - Google Patents
Pile sinking device and pile sinking method based on shallow sea reclamation area inclined piles Download PDFInfo
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- CN103541363B CN103541363B CN201310578240.5A CN201310578240A CN103541363B CN 103541363 B CN103541363 B CN 103541363B CN 201310578240 A CN201310578240 A CN 201310578240A CN 103541363 B CN103541363 B CN 103541363B
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Abstract
The invention relates to a pile sinking device based on shallow sea reclamation area inclined piles. The pile sinking device based on shallow sea reclamation area inclined piles is characterized by comprising two triangular supporting frames, a shaft sleeve and a revolving shaft, wherein the upper end of the revolving shaft extends out of the upper end surface of the upper shaft sleeve, a polygonal shaft head is arranged at the extending part and provided with a detachable spanner, an inclined supporting frame sleeve is fixedly installed in the middle of the revolving shaft, and the shaft sleeve is provided with a locking screw in a penetrating mode. The pile sinking device is used for finishing a pile sinking method of the inclined piles, and the pile sinking method comprises the steps of (1) construction preparation, (2) positioning of a flat barge, (3) positioning of the inclined piles through the pile sinking device, (4) in-place pile sinking through an excavator after positioning. The process of the construction method is easy, convenient and high in maneuverability, effectively resolves the problems that pile driving barges and other equipment can not carry out construction in shallow waters, can effectively carry out pile driving of the inclined piles on the seabed, and largely saves construction cost at the same time. In addition, the pile sinking device has the advantages of being simple in structure, being convenient to install and use, improving work efficiency, lowering labor intensity and the like.
Description
Technical field
The invention belongs to the pile sinking technology field of shallow sea reclamation area taper pile, particularly relate to a kind of pile-sinking device and the pile-sinking method thereof that utilize flat top barge and excavator to carry out shallow sea reclamation area taper pile.
Background technology
Taper pile pile sinking is the common operating type of operation on the sea, the angle setting taper pile during taper pile is uncontrollable, therefore can only construct according to taper pile construction method after determining taper pile pile crown plan-position, requirement is reached again by excavator adjustment taper pile angle, not only construct loaded down with trivial details, and construction quality cannot be guaranteed, when usage mining machine adjustment taper pile angle, taper pile also can cause certain threat to the safety of pipeline to the disturbance of mud layer.Existing construction ship (as pile driving barge) cannot play a role in relatively shallow waters; also accurate location cannot be accomplished; especially this protectiveness for submerged pipeline is constructed; occur that deviation just possibly security incident occurs; act as a supplement fill up that this is blank so be badly in need of a kind of construction method that is easy to operate, accurate positioning, the present invention can realize this purpose well.
Summary of the invention
The present invention provides a kind of simple process for solving in known technology the technical problem that exists, workable, efficiently solves the equipment such as pile driving barge and cannot implement the pile-sinking device of shallow sea reclamation area taper pile of a difficult problem and the pile-sinking method thereof of operation compared with shallow water area.
The technical scheme that the present invention takes for the technical problem existed in solution known technology is:
A kind of pile-sinking device based on shallow sea reclamation area taper pile, it is characterized in that: this device described comprises two groups of parallel up and down triangle support frames, the rear end often organizing bracing frame all fixedly mounts goes up on the quarter, all axle sleeve is installed at the top of triangle support frame, gyroaxis is coated with between upper and lower two axle sleeves, the upper surface of Upper shaft sleeve is stretched out in the upper end of described gyroaxis, is provided with polygon spindle nose at extension, and described spindle nose is fitted with dismountable spanner; The bracket sleeve tube of the centre position fixed installation inclination of described gyroaxis, described axle sleeve is coated with lock-screw.
The present invention can also adopt following technical measures:
Described bracket sleeve tube is split-type structure, and two split bodies are articulated as one by articulated elements, and described two split bodies are also provided with the latch assembly that cooperatively interacts.
Described latch assembly adopts padlock.
Utilize above-mentioned pile-sinking device to complete a pile-sinking method for taper pile, it is characterized in that:
(1), preparation of construction;
(2), flat top barge location:
A, adopt magnetic to visit instrument according to pipeline layout plan to detect the actual trend of pipeline, and foundation detection data rendering pipeline exact position figure, the background paper figure of assisted GPS location system is made with this;
B, according to above-mentioned background paper figure stay ship positionning, flat top barge scope of operation side ship side peg position setting also imports above-mentioned GPS navigation system;
Behind c, flat top barge location, felt in conjunction with slush pump diving by diver, artificial mark post of inserting is visited again, and identifies pipeline position on the spot, adopts four anchor position according to mark perpendicular to pipeline axis direction;
(3), the placement of taper pile and location: first adjust gyroaxis according to the pile sinking angle preset by spanner, until consistent with the angle preset, now stop the rotation, and lock-screw is locked, gyroaxis is fixed relative to triangle support frame;
(4), taper pile pile sinking: after having located, by excavator, preprepared taper pile is placed in bracket sleeve tube, and by padlock, bracket sleeve tube is locked, enter position by excavator pile sinking.
The advantage that the present invention has and good effect are: this construction method simple process, workable, efficiently solve the equipment such as pile driving barge in the difficult problem implementing operation compared with shallow water area, can effectively to implement setting of seabed taper pile, greatly save construction cost simultaneously.This type of construction method setting seabed taper pile implements sufficient proof exploitativeness and economy by case history.In addition this device also have structure simple, easy to install, increase work efficiency, reduce the advantages such as labour intensity.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Fig. 2 is boats and ships construction network for location
In figure: 1, triangle support frame; 2, ship side; 3, axle sleeve; 4, gyroaxis; 4-1, polygon spindle nose; 5, bracket sleeve tube; 6, lock-screw; 7, taper pile; 8, excavator, 9, pipeline; 10, flat top barge.
Detailed description of the invention
For summary of the invention of the present invention, Characteristic can be understood further, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
A kind of pile-sinking device based on shallow sea reclamation area taper pile, this device described comprises two groups of parallel up and down triangle support frames 1, the rear end often organizing bracing frame all fixedly mounts on the quarter on 2, at the top of triangle support frame, axle sleeve 3 is all installed, gyroaxis 4 is coated with between upper and lower two axle sleeves, the upper surface of Upper shaft sleeve is stretched out in the upper end of described gyroaxis, is provided with polygon spindle nose 4-1, described spindle nose is fitted with dismountable spanner at extension; The bracket sleeve tube 5 of the centre position fixed installation inclination of described gyroaxis 4, described axle sleeve is coated with lock-screw 6.
Described bracket sleeve tube 5 is split-type structure, and two split bodies are articulated as one by articulated elements, and described two split bodies are also provided with the latch assembly that cooperatively interacts, and described latch assembly adopts padlock.
Above-mentioned pile-sinking device is utilized to complete a pile-sinking method for taper pile, (1), preparation of construction; Preparation of construction; A, ship machine are marched into the arena: workboat machine is marched into the arena, and auxiliary barge and excavator put in place, mainly comprise flat top barge 2, transport of materials boats and ships and excavator 3.B, material prepare: mainly comprise taper pile 6.C, personnel are in place: all kinds of constructor comprises administrative staff, ship machine operating personnel, Security Officer, diver, workman etc.D, the scope of operation are laid: comprise and set up and verify SURVEYING CONTROL NETWORK, carry out repetition measurement before work to Specific construction region, confirmation pipeline position etc.
(2), flat top barge location:
A, adopt magnetic to visit instrument according to pipeline 9 layout plan to detect the actual trend of pipeline, and foundation detection data rendering pipeline exact position figure, the background paper figure of assisted GPS location system is made with this;
B, according to above-mentioned background paper figure stay ship positionning, refer to Fig. 2, flat top barge 10 scope of operation side ship side peg position setting also imports above-mentioned GPS navigation system;
Behind c, flat top barge location, felt in conjunction with slush pump diving by diver, artificial mark post of inserting is visited again, and identifies pipeline position on the spot, adopts four anchor position according to mark perpendicular to pipeline axis direction;
(3), the placement of taper pile and location: first adjust gyroaxis according to the pile sinking angle preset by spanner, until consistent with the angle preset, now stop the rotation, and lock-screw is locked, gyroaxis is fixed relative to triangle support frame;
(4), taper pile pile sinking: after having located, by excavator 8, preprepared taper pile is placed in bracket sleeve tube, and by padlock, bracket sleeve tube is locked, enter position by excavator pile sinking.
This construction method simple process, workable, efficiently solve the equipment such as pile driving barge and in the difficult problem implementing operation compared with shallow water area, can cannot effectively implement setting of seabed taper pile, greatly save construction cost simultaneously, there is stronger exploitativeness and economy.
The above is only to preferred embodiment of the present invention, not any pro forma restriction is done to the present invention, every according to technical spirit of the present invention to any simple modification made for any of the above embodiments, equivalent variations and modification, all belong in the scope of technical solution of the present invention.
Claims (4)
1. the pile-sinking device based on shallow sea reclamation area taper pile, it is characterized in that: this device described comprises two groups of parallel up and down triangle support frames, the rear end often organizing bracing frame all fixedly mounts goes up on the quarter, all axle sleeve is installed at the top of triangle support frame, gyroaxis is coated with between upper and lower two axle sleeves, the upper surface of Upper shaft sleeve is stretched out in the upper end of described gyroaxis, is provided with polygon spindle nose at extension, and described spindle nose is fitted with dismountable spanner; The bracket sleeve tube of the centre position fixed installation inclination of described gyroaxis, described axle sleeve is coated with lock-screw.
2. the pile-sinking device based on shallow sea reclamation area taper pile according to claim 1, it is characterized in that, described bracket sleeve tube adopts split-type structure, and two split bodies are articulated as one by articulated elements, and described two split bodies are also provided with the latch assembly that cooperatively interacts.
3. the pile-sinking device based on shallow sea reclamation area taper pile according to claim 2, is characterized in that, described latch assembly adopts padlock.
4. utilize the arbitrary described pile-sinking device of the claims 1 to 3 to complete a pile-sinking method for taper pile, it is characterized in that:
(1), preparation of construction;
(2), flat top barge location:
A, adopt magnetic to visit instrument according to pipeline layout plan to detect the actual trend of pipeline, and foundation detection data rendering pipeline exact position figure, the background paper figure of assisted GPS location system is made with this;
B, according to above-mentioned background paper figure stay ship positionning, flat top barge scope of operation side ship side peg position setting also imports above-mentioned GPS navigation system;
Behind c, flat top barge location, felt in conjunction with slush pump diving by diver, artificial mark post of inserting is visited again, and identifies pipeline position on the spot, adopts four anchor position according to mark perpendicular to pipeline axis direction;
(3), the placement of taper pile and location: first adjust gyroaxis according to the pile sinking angle preset by spanner, until consistent with the angle preset, now stop the rotation, and lock-screw is locked, gyroaxis is fixed relative to triangle support frame;
(4), taper pile pile sinking: after having located, by excavator, preprepared taper pile is placed in bracket sleeve tube, and by padlock, bracket sleeve tube is locked, enter position by excavator pile sinking.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310578240.5A CN103541363B (en) | 2013-11-15 | 2013-11-15 | Pile sinking device and pile sinking method based on shallow sea reclamation area inclined piles |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310578240.5A CN103541363B (en) | 2013-11-15 | 2013-11-15 | Pile sinking device and pile sinking method based on shallow sea reclamation area inclined piles |
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| Publication Number | Publication Date |
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| CN103541363A CN103541363A (en) | 2014-01-29 |
| CN103541363B true CN103541363B (en) | 2015-07-22 |
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| CN107289917B (en) * | 2017-08-02 | 2019-11-12 | 广东水利电力职业技术学院（广东省水利电力技工学校） | A kind of taper pile method for rapidly positioning waterborne and examine measurement method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02279821A (en) * | 1989-04-19 | 1990-11-15 | Murazumi Kensetsu Kk | Driving laying method for battered pile on water surface |
| JP2005282069A (en) * | 2004-03-29 | 2005-10-13 | Yorigami Maritime Construction Co Ltd | Working ship capable of storing pile driver |
| JP2008121219A (en) * | 2006-11-09 | 2008-05-29 | Penta Ocean Construction Co Ltd | Pile driving method |
| CN102442409A (en) * | 2010-10-01 | 2012-05-09 | 第一建设机工股份有限公司 | Deck ascent and descent type worktable ship and construction method of shore wind power generation facility using the same |
| CN202828024U (en) * | 2012-09-05 | 2013-03-27 | 三一集团有限公司 | Hoisting pile driving barge |
| CN103243732A (en) * | 2012-02-01 | 2013-08-14 | 天津市海王星海上工程技术有限公司 | Installing method of marine anemometer tower base structure |
| CN203613542U (en) * | 2013-11-15 | 2014-05-28 | 中交天航港湾建设工程有限公司 | Sinking device for batter piles in shallow sea reclamation area |
-
2013
- 2013-11-15 CN CN201310578240.5A patent/CN103541363B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02279821A (en) * | 1989-04-19 | 1990-11-15 | Murazumi Kensetsu Kk | Driving laying method for battered pile on water surface |
| JP2005282069A (en) * | 2004-03-29 | 2005-10-13 | Yorigami Maritime Construction Co Ltd | Working ship capable of storing pile driver |
| JP2008121219A (en) * | 2006-11-09 | 2008-05-29 | Penta Ocean Construction Co Ltd | Pile driving method |
| CN102442409A (en) * | 2010-10-01 | 2012-05-09 | 第一建设机工股份有限公司 | Deck ascent and descent type worktable ship and construction method of shore wind power generation facility using the same |
| CN103243732A (en) * | 2012-02-01 | 2013-08-14 | 天津市海王星海上工程技术有限公司 | Installing method of marine anemometer tower base structure |
| CN202828024U (en) * | 2012-09-05 | 2013-03-27 | 三一集团有限公司 | Hoisting pile driving barge |
| CN203613542U (en) * | 2013-11-15 | 2014-05-28 | 中交天航港湾建设工程有限公司 | Sinking device for batter piles in shallow sea reclamation area |
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