CN213625661U - Pile body sealing device - Google Patents

Pile body sealing device Download PDF

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Publication number
CN213625661U
CN213625661U CN202022144797.6U CN202022144797U CN213625661U CN 213625661 U CN213625661 U CN 213625661U CN 202022144797 U CN202022144797 U CN 202022144797U CN 213625661 U CN213625661 U CN 213625661U
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CN
China
Prior art keywords
pile
sealing
shoe
pile body
ring
Prior art date
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Application number
CN202022144797.6U
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Chinese (zh)
Inventor
郑灿
任灏
张力
王金玺
陈珂
毕明君
李聪
刘臻
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Energy Engineering Group Guangdong Electric Power Design Institute Co Ltd
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China Energy Engineering Group Guangdong Electric Power Design Institute Co Ltd
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Priority to CN202022144797.6U priority Critical patent/CN213625661U/en
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Abstract

The utility model discloses a pile body sealing device, which comprises 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.

Description

Pile body sealing device
Technical Field
The utility model relates to a pile body seals technical field, especially relates 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.
SUMMERY OF THE UTILITY MODEL
The embodiment of the utility model aims to provide a pile body sealing device, which is characterized in that through designing the active sealing device,
in order to achieve the above object, an embodiment of the present invention provides a pile body sealing device, which includes 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 structural view of a jacket according to an embodiment of the present invention;
fig. 2 is a specific structure diagram of a pile shoe according to an embodiment of the present invention;
fig. 3 is a specific structure diagram of the sealing structure diagram in the embodiment of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1 and 2, fig. 1 is a specific structural view of a jacket according to an embodiment of the present invention, and fig. 2 is a specific 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.
The foregoing is a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of improvements and decorations can be made without departing from the principle of the present invention, and these improvements and decorations are also considered as the protection scope of the present 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.
CN202022144797.6U 2020-09-25 2020-09-25 Pile body sealing device Active CN213625661U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022144797.6U CN213625661U (en) 2020-09-25 2020-09-25 Pile body sealing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022144797.6U CN213625661U (en) 2020-09-25 2020-09-25 Pile body sealing device

Publications (1)

Publication Number Publication Date
CN213625661U true CN213625661U (en) 2021-07-06

Family

ID=76656088

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202022144797.6U Active CN213625661U (en) 2020-09-25 2020-09-25 Pile body sealing device

Country Status (1)

Country Link
CN (1) CN213625661U (en)

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