The present disclosure relates to a pile lifting device used in lifting piles during civil engineering or construction work, and more particularly, to a pile lifting device capable of preventing the overturning of piles that can lift piles by chucking the piles using hydraulic pressure and prevent the overturning of the piles while the piles are lifted, thus preventing accidents.
Generally, as a method of lifting piles on site, as illustrated in
As related art of the present disclosure, Korean Utility Model Registration No. 20-0283330 proposes a “pile lifting device.” Two mounters having a plurality of fixing pieces protruding therefrom are symmetrically installed at certain portions of a pile and fastened using a wire, and then the wire is hung on a hook fixed to one end of a rope of a crane and the rope is pulled to easily lift the pile. However, the related art has a disadvantage in that, when the wire loosens, the pile may overturn while being lifted and thus cause an accident.
As another related art of the present disclosure, Korean Patent Registration No. 10-1743358 proposes a “pile lifting device.” A fastening band is fixed to a pile, and then a lifting ring body disposed at a lower side of the fastening band is lifted using a lifting wire. However, the related art has a disadvantage in that, when a fastening force of the fastening band is released, the pile may overturn while being lifted and thus cause an accident.
(Patent Document 1) Korean Utility Model Registration No. 20-0283330
(Patent Document 2) Korean Patent Registration No. 10-1743358
The present disclosure is directed to providing a pile lifting device capable of preventing the overturning of piles that can lift piles by chucking the piles using hydraulic pressure and prevent the overturning of the piles even when chucking is released during lifting, thus preventing accidents.
According to an embodiment of the present disclosure, a pile lifting device capable of preventing the overturning of piles, which is connected to lifting equipment and used to lift piles, includes a balance plate which is connected to the lifting equipment to maintain a horizontal balance and a pile lifting chuck which is connected to the balance plate directly or via a first lifting cable and inserted into an upper inner diameter portion of the pile to hold the pile using a hydraulic force.
The pile lifting device may further include an overturning-preventing steel pipe which has an outer diameter and a certain length that allow insertion into an inner diameter of the pile and is connected to a lower end of the pile lifting chuck.
The pile lifting device may further include an overturning-preventing ring plate which has an overturning-preventing hole formed to accommodate an outer diameter of the pile and is connected to the balance plate via a second lifting cable.
The pile lifting chuck may include: a chuck housing which has a cylindrical portion having an outer diameter smaller than the inner diameter of the pile, extension-installing angular pockets which are vertically formed at predetermined intervals on an inner side of the cylindrical portion so as to face each other in a radial direction, and upper and lower flanges formed on upper and lower portions of the cylindrical portion; a pair of extensions which are disposed in the extension-installing angular pockets of the chuck housing and installed to be movable in the radial direction; and a chucking cylinder which has one end hinge-connected to any one of the pair of extensions and the other end hinge-connected to the other one of the pair of extensions and is configured to, during an extension operation, move the extensions in the radial direction to chuck the pile.
The pile lifting chuck may have a driving head formed on an upper portion to receive a rotational force from the outside.
The above and other objects, features and advantages of the present disclosure will become more apparent to those of ordinary skill in the art by describing exemplary embodiments thereof in detail with reference to the accompanying drawings, in which:
Hereinafter, the present disclosure will be described in detail with reference to embodiments proposed in the accompanying drawings. However, the proposed embodiments are only illustrative and provided for clear understanding of the present disclosure, and the present disclosure is not limited thereto.
A pile lifting device 10 according to the present disclosure that is illustrated in
Here, the pile 100 has a hollow formed therein and may be a Pretensioned-spun High-strength Concrete (PHC) pile, a steel pipe pile, or the like.
As illustrated in
The balance plate 20 is formed in the shape of a plate having a predetermined thickness and includes a lifting hole 20a formed in a central upper portion and first lifting cables 21 connected to be symmetrical at a lower portion. A hook disposed at the lifting equipment may be directly connected to the lifting hole 20a, or a lifting rope 15 may be connected to the lifting hole 20a as illustrated. In the present embodiment, the balance plate 20 is configured in a quadrangular shape, but the shape of the balance plate 20 is not limited thereto.
A pile lifting chuck 30 is connected to the balance plate 20 via the plurality of first lifting cables 21. The pile lifting chuck 30 is inserted into an upper inner diameter portion of the pile 100 to hold the pile 100 using a hydraulic force.
Here, a lower end of the first lifting cable 21 may be connected to an upper extension ring 25, and the upper extension ring 25 may be welded or bolt-coupled to an upper end of the pile lifting chuck 30. Therefore, in this case, the first lifting cable 21 lifts the pile lifting chuck 30 via the upper extension ring 25.
As illustrated in
The chuck housing 32 has a cylindrical portion 321 having an outer diameter smaller than an inner diameter of the pile 100, extension-installing angular pockets 322 which are vertically formed at predetermined intervals on an inner side of the cylindrical portion 321 so as to face each other in the radial direction, and upper and lower flanges 323 and 324 formed on upper and lower portions of the cylindrical portion 321. The upper and lower flanges 323 and 324 have fastening holes 323a and 324a each formed in a circular shape to be bolt-coupled when one or more pile lifting chucks 30 are connected to each other. The pair of extensions 34 are disposed in the extension-installing angular pockets 322 of the chuck housing 32 and installed to be movable in the radial direction. As illustrated in
Here, as illustrated in
In the pile lifting device 10 configured as above, in a state in which the balance plate 20 is connected to the lifting equipment 500 as illustrated in
Then, when a pressurized oil is supplied to the chucking cylinder 36 of the pile lifting chuck 30, the extensions 34 connected to the chucking cylinder 36 as illustrated in
In this state, when the lifting equipment 500 is driven to lift the balance plate 20, the pile lifting chuck 30 lifts the corresponding pile 100 via the first lifting cables 21. Here, since a chucking force of the chucking cylinder 36 is maintained, the lifted pile 100 may be moved to a desired position.
After the pile 100 is moved to the desired position, the chucking cylinder 36 is operated in the opposite direction to return the extensions 34 to their original positions, thus allowing the pile lifting chuck 30 to be easily detached from the pile 100. The returning of the chucking cylinder 36 to its original position may be performed by changing a direction in which the pressurized oil is supplied.
In this way, according to the present disclosure, since it is not a method in which a noose is formed using a wire to lift a pile, loosening of the wire does not occur, and thus there is no risk of the pile overturning. In addition, since it is also not a method in which an eye bolt is fastened into a bolt hole at a distal end of a pile and a wire is hung on the eye bolt to lift the pile, loosening of the eye bolt does not occur, and thus there is no risk of the pile overturning.
Meanwhile, the pile lifting device 10 of the present disclosure may further include an overturning-preventing steel pipe 40 which has an outer diameter and a certain length that allow insertion into the inner diameter of the pile 100 and is connected to a lower end of the pile lifting chuck 30 as illustrated in
Therefore, the overturning-preventing steel pipe 40 is inserted into the pile 100, and thus the pile 100 does not overturn even when the pile 100 moves away from the pile lifting device 10. Here, since the pile 100 is usually lifted while maintaining a distance of about 1 m to 2 m from the ground, even when the pile 100 falls to the ground while being lifted, the overturning-preventing steel pipe 40 inserted into the pile 100 may support the pile 100 to prevent detachment of the pile 100, and thus overturning of the pile 100 may be prevented.
Also, the pile lifting device 10 of the present disclosure may further include an overturning-preventing ring plate 50 which has an overturning-preventing hole 52 configured to accommodate an outer diameter of the pile 100 and is connected to the balance plate 20 via a plurality of second lifting cables 22 as illustrated in
Of course, in the pile lifting device 10 of the present disclosure, in order to prevent the overturning of the pile 100 during lifting of the pile 100, the overturning-preventing steel pipe 40 and the overturning-preventing ring plate 50 may also be installed together as illustrated in
On the other hand, the pile lifting chuck 30 applied to the present disclosure may be provided as a plurality of pile lifting chucks 30 coupled in series as illustrated in
Also, as illustrated in
According to a pile lifting device capable of preventing the overturning of piles of the present disclosure, a pile can be chucked and lifted by extending extensions using hydraulic pressure supplied to a pile lifting chuck.
Also, in a case where an overturning-preventing steel pipe is additionally installed at the pile lifting chuck or an overturning-preventing ring plate is additionally installed at a balance plate, it is possible to prevent the overturning of a pile while the pile is lifted and thus prevent an accident.
The present disclosure has been described in detail above with reference to the embodiments proposed herein, but those of ordinary skill in the art should be able to make various modifications and alterations to the proposed embodiments within the scope not departing from the technical spirit of the present disclosure. The present disclosure is not limited by such modifications and alterations, and the scope of the present disclosure is only defined by the attached claims.
Number | Date | Country | Kind |
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10-2019-0106730 | Aug 2019 | KR | national |
Filing Document | Filing Date | Country | Kind |
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PCT/KR2020/011284 | 8/25/2020 | WO |
Publishing Document | Publishing Date | Country | Kind |
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WO2021/040362 | 3/4/2021 | WO | A |
Number | Date | Country |
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54-159570 | Nov 1979 | JP |
62-065485 | Apr 1987 | JP |
02-169491 | Dec 1988 | JP |
01-094391 | Jun 1989 | JP |
2000-302369 | Oct 2000 | JP |
2004-100260 | Apr 2004 | JP |
2015-206208 | Nov 2015 | JP |
2020-515750 | May 2020 | JP |
10-2014-0102078 | Aug 2014 | KR |
10-2015-0089027 | Aug 2015 | KR |
10-2018-0103274 | Sep 2018 | KR |
10-20141314 | Aug 2020 | KR |
Entry |
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ISR: Korean Intellectual Property Office; dated Nov. 30, 2020. |
Number | Date | Country | |
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20220274807 A1 | Sep 2022 | US |