CN112095650A - Pile body sealing device - Google Patents
Pile body sealing device Download PDFInfo
- Publication number
- CN112095650A CN112095650A CN202011023590.1A CN202011023590A CN112095650A CN 112095650 A CN112095650 A CN 112095650A CN 202011023590 A CN202011023590 A CN 202011023590A CN 112095650 A CN112095650 A CN 112095650A
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- CN
- China
- Prior art keywords
- pile
- sealing
- shoe
- pile body
- seal
- 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.)
- Pending
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/04—Guide devices; Guide frames
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/06—Placing concrete under water
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/72—Pile shoes
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a pile body sealing device, which comprises a pile shoe, an isolation structure and a sealing structure, wherein the isolation structure comprises a pile body and a pile body; the isolation structure comprises an isolator which seals one end of the pile shoe; the sealing structure comprises a sealing ring for sealing a gap formed between the pile shoe and the pile body, the sealing ring is arranged in a hollow mode, an inflation pipe is arranged outside the pile shoe, and one end of the inflation pipe is communicated with the inside of the sealing ring. Compared with the prior art, the sealing device has the advantages that the sealing ring with the active sealing function can perfectly deal with the problems encountered by the pile body, for example, the pile body is not installed in a centering way, so that the sealing effect is invalid, the condition that seabed surface soil enters a grouting area can be effectively avoided, the grouting quality is ensured, and the sealing effect is excellent.
Description
Technical Field
The invention relates to the technical field of pile body sealing, in particular to a pile body sealing device.
Background
The jacket structure is one of main foundation structure types of an offshore wind turbine foundation, an offshore booster station foundation and an offshore oil production platform foundation, the grouting connection technology is a key technology for jacket foundation construction, and grouting plugging is the important factor of underwater grouting of the jacket.
In practical engineering application, the grouting sealing device of the booster station is slightly greater than the clearance between a pile and a sleeve due to the thickness of the sealing ring, and in the underwater pile inserting process, if the eccentric control is not good, the pile can directly extrude the rubber ring, on one hand, the rubber ring can be damaged, and on the other hand, the leakage of slurry caused by the overlarge clearance on one side of the rubber ring can be caused.
In case of failure of the booster station grouting device, measures need to be taken to adopt underwater leakage repair, construction difficulty is very high, and serious economic loss can be brought. Existing grout seal arrangements must therefore be optimised to reduce the likelihood of damage during pile driving and to ensure adequate sealing performance.
Disclosure of Invention
The aim of the embodiment of the invention is to provide a pile body sealing device, which is capable of effectively sealing the pile body by designing an active sealing device,
in order to achieve the above object, an embodiment of the present invention provides a pile body sealing device, including a pile shoe, an isolation structure, and a sealing structure;
the isolation structure comprises an isolator which seals one end of the pile shoe;
the sealing structure comprises a sealing ring for sealing a gap formed between the pile shoe and the pile body, the sealing ring is arranged in a hollow mode, an inflation pipe is arranged outside the pile shoe, and one end of the inflation pipe is communicated with the inside of the sealing ring.
Compared with the prior art, the sealing device has the advantages that the sealing ring with the active sealing function can perfectly deal with the problems encountered by the pile body, for example, the pile body is not installed in a centering way, so that the sealing effect is invalid, the condition that seabed surface soil enters a grouting area can be effectively avoided, the grouting quality is ensured, and the sealing effect is excellent.
As an improvement of the above scheme, a guide block for guiding the pile body to cross the seal ring in the contraction state is arranged in the pile shoe, and the width of the guide block is larger than that of the seal ring in the contraction state.
As an improvement of the above scheme, a guide surface is arranged on one side of the guide block close to the center of the pile shoe, and the guide surface is obliquely arranged in a direction that the surface faces the center of the pile shoe and the back of the guide block faces the sealing ring.
As an improvement of the scheme, a mudguard is arranged in the pile shoe in a surrounding mode and is located below the sealing ring.
As an improvement of the scheme, the longitudinal section of the mudguard is arranged on the inner wall of the pile shoe in a barb shape.
As an improvement of the scheme, the mudguard is a plastic part.
As a modification of the above, the separator includes a separation film.
The method has the following specific beneficial effects:
1. the sealing device has the effect of guiding and installing the pile body in the installation process of the pile body, and the situation that the pile body directly impacts the sealing structure can be avoided through the guiding of the guide block when the pile body enters the area of the sealing structure, so that the sealing structure is protected;
2. the setting of fender plays duplicate protection's effect to seal structure, can effectively avoid among the work progress seabed top layer weak soil to get into seal structure and influence the grout quality.
Drawings
FIG. 1 is a detailed block diagram of a jacket according to an embodiment of the present invention;
FIG. 2 is a detailed block diagram of a pile shoe according to an embodiment of the present invention;
fig. 3 is a specific structural view of a seal structural view in the embodiment of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 and 2, fig. 1 is a detailed structural view of a jacket according to an embodiment of the present invention, and fig. 2 is a detailed structural view of a pile shoe according to an embodiment of the present invention.
The utility model provides a pile body sealing device, this sealing device wholly sets up on pile shoe 1, and in this embodiment, this sealing device is applied to marine booster station, and jacket structure is one of marine wind-powered electricity generation fan basis, marine booster station basis and the main foundation structure type of marine oil production platform basis. In this embodiment, the pile shoe 1 is fixed around the jacket. The pile shoe 1 is arranged in a cylindrical shape for the penetration installation of the pile body, and after the installation of the pile body is finished, grouting is needed to be performed in a gap between the pile shoe 1 and the pile body so as to firmly fix the pile shoe 1 and the pile body. The sealing device is just used for sealing the gap between the pile shoe 1 and the pile body, so that seabed sludge is prevented from entering a grouting area, and once a large amount of sludge passes through the sealing device, the grouting quality is greatly influenced.
The sealing device further comprises an isolation structure and a sealing structure, wherein the isolation structure comprises a spacer 2, and in the present embodiment, the spacer 2 is an isolation film. Both ends of the shoe 1 are open, and the spacer 2 seals the end of the shoe 1 that contacts the sea floor. The sealing structure comprises a sealing ring 3 for sealing a gap formed between the pile shoe 1 and the pile body, the sealing ring 3 is arranged in a hollow mode, an inflation tube 4 is fixed outside the pile shoe 1, and one end of the inflation tube 4 is communicated with the inside of the sealing ring 3. Therefore, in the present embodiment, the seal ring 3 is an expandable and contractible active seal member.
Illustratively, during construction using the sealing device, the pile shoe 1 is installed, and the isolating piece 2 at the bottom of the pile shoe isolates silt on the seabed outside the pile shoe 1. When the pile body is hoisted, the pile body is inserted into the pile shoe 1 from top to bottom, the end part of the pile body gradually crosses over the sealing structure along with the penetration of the pile body, the isolating piece 2 is punctured when the pile body continues to move downwards, the pile body is inserted into the silt on the seabed until the required depth is reached, and the installation process of the pile body is finished at this moment. Before grouting construction, a gap formed by a pile body and a pile shoe 1 needs to be sealed, sealing work only needs to be carried out by externally connecting inflation equipment on an inflation tube 4, gas is inflated into a sealing ring 3 to promote the sealing ring 3 to integrally expand, the gap formed by the pile body and the pile shoe 1 is gradually sealed in the expansion process, after the sealing is in place, the inflation tube 4 is closed through a ball valve, the inflation equipment is removed, and the sealing work is finished.
It should be noted that, compared with the prior art, the sealing ring 3 with the active sealing function can perfectly deal with the problems encountered by the pile body, for example, the problem that the sealing effect is invalid due to the fact that the pile body is not installed in a centering manner, and can effectively prevent seabed surface soil from entering a grouting area, so that the grouting quality is ensured, and the sealing ring has an excellent sealing effect.
More preferably, a guide block 5 is arranged inside the pile shoe 1, in this embodiment, the guide block 5 is annularly arranged, when the pile body is installed and enters the pile shoe 1, the seal ring 3 is in a shrinkage pile body, the guide block 5 plays a role in guiding to cross the seal ring 3, and the width of the guide block 5 is greater than the width of the seal ring 3 in a shrinkage state. Through the arrangement, when the pile body enters the area of the sealing structure, the pile body is guided by the guide block 5, so that the situation that the pile body directly collides with the sealing structure can be avoided, and the sealing structure is protected.
In this embodiment, the guide block 5 is provided with a guide surface 51 on a side close to the center of the shoe 1, and the guide surface 51 is inclined in a direction facing the center of the shoe 1 and facing away from the seal ring 3. The pile body is aligned to the center of the pile shoe 1 under the guidance of the guide surface 51, so that the installation efficiency of the pile body is improved, and the overall installation quality of the pile body can be improved.
Preferably, a fender 6 is fixed in the pile shoe 1 in a surrounding manner, and the fender 6 is positioned below the seal ring 3 and above the spacer 2. In the process of pile body installation, after the pile body passes through the spacer 2, the spacer 2 is attached to the surface of the pile body, and the whole spacer 2 is pierced, so the sealing effect is reduced, and the mud guard 6 can effectively prevent the seabed surface soft soil from entering the sealing structure to influence the grouting quality in the construction process, thereby achieving the effect of double protection.
In the present embodiment, the fender 6 is provided on the inner wall of the pile shoe 1 in a barbed shape in the longitudinal section, and the fender effect of the fender 6 can be further improved by providing the barbed shape. Meanwhile, the fender 6 is a plastic member.
While the foregoing is directed to the preferred embodiment of the present invention, it will be understood by those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the invention.
Claims (7)
1. A pile body sealing device comprises a pile shoe, and is characterized by also comprising an isolation structure and a sealing structure;
the isolation structure comprises an isolator which seals one end of the pile shoe;
the sealing structure comprises a sealing ring for sealing a gap formed between the pile shoe and the pile body, the sealing ring is arranged in a hollow mode, an inflation pipe is arranged outside the pile shoe, and one end of the inflation pipe is communicated with the inside of the sealing ring.
2. The pile seal of claim 1 in which the shoe has a guide block inside for guiding the pile over the seal ring in its collapsed condition, the guide block having a width greater than the width of the seal ring in its collapsed condition.
3. The pile seal of claim 2, wherein the guide block is provided with a guide surface on a side near the center of the shoe, the guide surface being inclined towards the center of the shoe and away from the seal ring.
4. The piling sealing device of claim 1 wherein a mud guard is positioned around the inside of the pile shoe, said mud guard being positioned below said sealing ring.
5. The pile seal of claim 4, wherein the longitudinal section of the fender is barbed on the inner wall of the shoe.
6. The piling sealing device of claim 5 wherein said mud flap is a plastic component.
7. The pile seal of claim 1, wherein the spacer comprises a spacer membrane.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202011023590.1A CN112095650A (en) | 2020-09-25 | 2020-09-25 | Pile body sealing device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202011023590.1A CN112095650A (en) | 2020-09-25 | 2020-09-25 | Pile body sealing device |
Publications (1)
Publication Number | Publication Date |
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CN112095650A true CN112095650A (en) | 2020-12-18 |
Family
ID=73755404
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202011023590.1A Pending CN112095650A (en) | 2020-09-25 | 2020-09-25 | Pile body sealing device |
Country Status (1)
Country | Link |
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CN (1) | CN112095650A (en) |
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2020
- 2020-09-25 CN CN202011023590.1A patent/CN112095650A/en active Pending
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