CN205712069U - It is easy to a few font sheet piles of lifting - Google Patents
It is easy to a few font sheet piles of lifting Download PDFInfo
- Publication number
- CN205712069U CN205712069U CN201620400951.2U CN201620400951U CN205712069U CN 205712069 U CN205712069 U CN 205712069U CN 201620400951 U CN201620400951 U CN 201620400951U CN 205712069 U CN205712069 U CN 205712069U
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- Prior art keywords
- lifting
- pile body
- sheet piles
- few font
- easy
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Abstract
This utility model relates to a kind of a few font sheet piles being easy to lifting, including pile body, pile body by top, be positioned at the left and right sides, top the waist of downward-sloping extension and be positioned at bottom two waists and the most horizontal-extending lower flange forms, the cross section of pile body is several fonts being made up of top, two waists and two lower flanges;It is characterized in that: at least one end, described top is provided with through-thickness in the position near pile body end and runs through the lifting eye at top.When piling lifting, one rod iron is inserted lifting eye, the upper and lower end face at top is exposed at the two ends of rod iron respectively, being fixed on the rod iron exposed with the colligation respectively of the two ends of lifting rope, just can be sling by pile body by lifting lifting rope, the colligation of lifting rope is convenient, ensure that the force direction of lifting is in same level position with the position of centre of gravity of pile body, make pile body substantially vertical with ground, be beneficial to hang these a few font sheet piles toward piling position, it is simple to construction.
Description
Technical field
This utility model belongs to the technical field of the pile foundation engineering of all kinds of architectural structure system, and it is a kind of convenient to particularly relate to
Stake is sling transport a few font sheet piles.
Background technology
Large-scale hypogee, side slope, tunnel, port and pier quaywall and the regulation etc. of channel revetment, these buildings exist
It is both needed to the basis to self or surrounding building during construction and implements provisional or permanent going along with sb. to guard him.
At present frequently with gone along with sb. to guard him following several form: the first is to use multiple reinforced concrete circular stakes to combine cement
Insert Zinc fractions enclosure wall after mixing pile, also have the cement using multiple T-shaped stakes or employing SMW engineering method to make to stir
Mix stake and insert Zinc fractions enclosure wall.
The second is to use steel sheet pile and the mode of combining wall thereof, and its structure such as Application No. CN200680009749.6 is (public
Accusing number be CN101146960A) Chinese invention patent " combined bulkhead " and Application No. CN200480018307.9 (public affairs
Accuse number for CN1813108A) Chinese invention patent " the I-shaped sheet pile wall section bar of steel " disclose similar protecting wall knot
Structure.The load-carrying unit that patent application disclosed in these two parts is used is hot rail manufacture, for making the connection of this pestle capitiform
Rear, need to be through the operation such as roughing, finish rolling, and it is surprising that expensive roll stacks spends.
The third is to use H type support pile or the U-shaped sheet pile being sequentially connected each other by muscle groove inserting structure (the most several
Font sheet pile) the bunding protecting wall that constitutes, such as Patent No. ZL201320461012.5 (notification number is CN203559411U)
Chinese utility model patent " H type support pile attachment structure " just disclose the H type that such a uses for safeguarding wall
Stake, this protecting wall form uses many H type support piles to be stitched together by splicing construction is the most gapless, Gu Qicheng
This is compared to above two kinds, and its cost is relatively low, and easy construction.The difference of the pile body cross section according to concrete-pile can be divided
For pile tube, square pile, T-shaped stake, H type stake, U-shaped sheet pile (the most a few font sheet pile) etc., every kind of concrete-pile has spy
Point, is wherein suitable as enclosure wall uses with T-shaped stake, H type stake, U-shaped sheet pile (the most a few font sheet pile).
As a example by a few font sheet piles, including pile body, pile body by top, be positioned at the left and right sides, top downward-sloping extension
Waist and be positioned at bottom two waists and the most horizontal-extending lower flange composition, the cross section of pile body be by top, two
Several fonts that individual waist and two lower flanges are constituted.For being sling by a few font sheet piles, traditional mode is the top at pile body
End face squeeze into fixing multiple suspension hook, suspension hook is preferred with four, is distributed in rear and front end, top and often holds and arrange two suspension hooks,
It is each passed through each suspension ring with lifting rope when hanging, then catches in the middle part of lifting rope a few font sheet pile levels are hung toward depositing with crane
Position.When vertically being sling by a few font sheet piles, then lifting rope is placed through two suspension ring of side and lifts by crane, because of suspension ring position again
In the side of a few font sheet piles, when vertically slinging, a few font sheet piles have bigger inclination certainly, are unfavorable for several fonts
Sheet pile hangs drives piles toward pile driving position, for solving this problem, usually uses special lifting rope binding method, Cai Nengji
A few font sheet piles that this guarantee is sling are vertical, and this lifting rope improving bud grafting is complex, and the longest, hangs an efficiency
Low.Additionally suspension hook is individually to squeeze on the top being fixed on pile body, easily collides the master within decoration during suspension hook is squeezed into
Muscle, also can destroy the cement of pile body, thus affect the intensity of a few font sheet pile, and the suspension hook squeezed into is combined jail with pile body
Inadequate by property, it is easily caused and hangs stake failure, serious meeting causes the injury of the person and property.
Summary of the invention
Technical problem to be solved in the utility model is to provide the one can be efficiently and easily for above-mentioned prior art present situation
A few font sheet piles being easy to lifting vertically sling by pile body, ensure to sling under state simultaneously, and pile body is perpendicular to the ground.
The technical scheme that the above-mentioned technical problem of this utility model solution is used is: a kind of a few font sheet piles being easy to lifting,
Including pile body, pile body by top, be positioned at the left and right sides, top the waist of downward-sloping extension and be positioned at the bottom of two waists
Portion the most horizontal-extending lower flange composition, the cross section of pile body is for be made up of top, two waists and two lower flanges
Several fonts;It is characterized in that: described top is provided with through-thickness in the position near pile body end and runs through top
Lifting eye.
As preferably, the centrage of above-mentioned lifting eye overlaps with the centrage of top width.Further ensure that rising after lifting
Hanging position to overlap with the centrage of pile body, be further ensured that under the state of slinging, pile body is perpendicular to the ground.
The first distance between the end face of the axis of lifting eye and pile body that end close can not oversize can not be the shortest, oversize
Then can increase the length of lifting rope, insert the rod iron in lifting eye and to bear the weight of whole pile body, such as aforementioned first distance too
Short, rod iron can be made upwards to pass pile body, cause pile body to fall, as preferably, the axis of above-mentioned lifting eye is risen with distance
The first distance between the end face of the pile body end that lifting hole(eyelet) is nearest is 0.1~0.15 times of pile body length.
As improvement, the top of above-mentioned pile body is embedded with four hoisting rings manifesting top so that each hoisting ring becomes with pile body
Type is integrated, and each two hoisting ring is one group, and often group hoisting ring is respectively arranged on the end position near pile body two ends, lifting
Ring compared to lifting eye further from the end face of pile body end.Because hoisting ring is embedded on pile body so that hoisting ring is tied with pile body
It is firm to close, difficult drop-off, and pre-buried front meeting is pre-aligned with the steel reinforcement cage in pile body, will not have the master damaging steel reinforcement cage
Muscle, the pile body position of hoisting ring periphery there will not be cement and comes off simultaneously, and the most pre-buried hoisting ring does not interferes with this several fonts
The intensity of sheet pile.
As preferably, second between the end face of the axis of above-mentioned hoisting ring and the nearest pile body end of distance hoisting ring away from
From being 0.2~0.25 times of pile body length.
As preferably, a left side for the equally spaced centrage being arranged on top width of two hoisting rings in above-mentioned often group hoisting ring
Right both sides.Guarantee that level is lifted by crane during a few font sheet pile more steady.
Above-mentioned hoisting ring is for be completely form by steel wire rope.Steel wire rope has certain pliability, it is simple in colligation to steel reinforcement cage.
Improving further, the side of each described lower flange is provided with along the extended convex tendon of the length direction of lower flange or inserts
Groove alternative one, described convex tendon and slot can mutually inserting splicings.By convex tendon and the inserting of slot, it is achieved adjacent more than two
In font sheet pile, the grafting of lower flange is connected with each other formation enclosure wall with each stake, it is ensured that it is firm to be connected between stake with stake.
As preferably, in two lower flanges of above-mentioned pile body, the side of a lower flange is provided with described convex tendon, under another
The side on the edge of a wing is provided with described slot.The program only needs a few font sheet-pile structures of a kind of version to achieve that, and employing should
The construction of stake building enclosure wall.
Compared with prior art, the utility model has the advantage of: at least one end, top is in the position near pile body end
It is provided with through-thickness and runs through the lifting eye at top, so when piling lifting, a rod iron is inserted lifting eye, rod iron
The upper and lower end face at top is exposed at two ends respectively, then is fixed on the rod iron exposed with the colligation respectively of the two ends of lifting rope, just can lead to
Crossing lifting lifting rope to be sling by pile body, the colligation of lifting rope is convenient, it is ensured that the force direction of lifting is in the position of centre of gravity of pile body
Same level position so that pile body is substantially vertical with ground, is beneficial to hang these a few font sheet piles toward piling position, it is simple to construction.
Accompanying drawing explanation
Fig. 1 is the perspective view one of this utility model embodiment;
Fig. 2 is the perspective view two of this utility model embodiment;
Fig. 3 is the schematic cross-section of this utility model embodiment;
Fig. 4 is that this utility model embodiment overlooks view;
Fig. 5 is that this utility model embodiment faces view;
Fig. 6 is that this utility model embodiment hangs a view.
Detailed description of the invention
Below in conjunction with accompanying drawing embodiment, this utility model is described in further detail.
As shown in Fig. 1~5, for a preferred embodiment of the present utility model.
A kind of be easy to lifting a few font sheet piles, including pile body 1, pile body 1 by top 11, be positioned at the left and right sides, top 11
And the waist 12 of downward-sloping extension and be positioned at bottom two waists 12 and the most horizontal-extending lower flange 13 forms,
The cross section of pile body 1 is several fonts being made up of 11, two, top waist 12 and two lower flanges 13.
At least one end, top 11 is provided with through-thickness in the position near pile body 1 end and runs through the lifting eye at top 11
2.The centrage 21 of lifting eye 2 overlaps with the centrage 111 of top 11 width.The axis 22 of lifting eye 2 with away from
The first distance d1 between the end face 6 of nearest pile body 1 end of lifting eye 2 is 0.1~0.15 times of pile body length L,
I.e. d1=0.1L~0.15L.
The top 11 of pile body 1 is embedded with four hoisting rings 7 manifesting top 11 so that each hoisting ring 7 becomes with pile body 1
Type is integrated, and hoisting ring 7 is for be completely form by steel wire rope.Each two hoisting ring 7 is one group, and often group hoisting ring 7 is respectively
Being provided close to the end position at pile body 1 two ends, often two hoisting rings 7 in group hoisting ring 7 are equally spaced is arranged on top
The left and right sides of the centrage 111 of 11 width.Hoisting ring 7 compared to lifting eye 2 further from the end of pile body 1 that end close
Second distance between the end face 6 of pile body 1 end that face 6, the axis 71 of hoisting ring 7 and distance hoisting ring 7 are nearest
D2 is 0.2~0.25 times of pile body length L, i.e. d2=0.2L~0.25L.
The side of each described lower flange 13 is provided with along the extended convex tendon 8 of the length direction of lower flange 13 or slot 9
Alternative one, described convex tendon 8 and slot 9 can mutually inserting splicings.In two lower flanges 13 of the present embodiment pile 1,
The side of one lower flange 13 is provided with convex tendon 8, and the side of another lower flange 13 is provided with slot 9.
A few font sheet pile levels are mainly hung to deposit position, or the car of transport by the effect of hoisting ring 7.Lifting
The effect in hole 2 is vertically to be sling by a few font sheet piles to piling operating position.
As shown in Figure 6, during piling lifting, a rod iron 3 being inserted lifting eye 2, top is exposed at the two ends of rod iron 3 respectively
The upper and lower end face of 11, then be fixed on the rod iron 3 exposed with the two ends colligation respectively of lifting rope 4, just can be by lifting lifting rope
Pile body 1 is sling by 4, and the colligation of lifting rope 4 is convenient, ensures that the force direction of lifting is in the position of centre of gravity of pile body 1 simultaneously
Same level position so that pile body 1 is substantially vertical with ground, is beneficial to be hung by these a few font sheet piles toward piling position, it is simple to execute
Work.
Although the preferred embodiments of the present invention described in detail above, it is to be clearly understood that for this area
For technical staff, the present invention can have various modifications and variations.All made within the spirit and principles in the present invention appoint
What amendment, equivalent, improvement etc., should be included within the scope of the present invention.
Claims (9)
1. be easy to a few font sheet piles for lifting, including pile body (1), pile body (1) by top (11), to be positioned at top (11) left
The waist (12) of right both sides downward-sloping extension and be positioned at two waists (12) bottoms the most horizontal-extending lower flange
(13) composition, the cross section of pile body (1) is several fonts being made up of top (11), two waists (12) and two lower flanges (13);
It is characterized in that: described top (11) are provided with in the position near pile body (1) end and run through top along top (11) thickness direction
(11) lifting eye (2).
A few font sheet piles being easy to lifting the most according to claim 1, it is characterised in that: described lifting eye (2)
Centrage (21) overlaps with the centrage (111) of top (11) width.
A few font sheet piles being easy to lifting the most according to claim 1, it is characterised in that: described lifting eye (2)
The first distance (d1) between the end face (6) of axis (22) and distance lifting eye (2) nearest pile body (1) end is pile body length
(L) 0.1~0.15 times.
A few font sheet piles being easy to lifting the most according to claim 1, it is characterised in that: the top of described pile body (1)
Portion (11) is embedded with four hoisting rings (7) manifesting top (11), and each two hoisting ring (7) is one group, often organizes hoisting ring (7)
Be respectively arranged on the end position near pile body (1) two ends, hoisting ring (7) compared to lifting eye (2) further from pile body (1) end
End face (6).
A few font sheet piles being easy to lifting the most according to claim 4, it is characterised in that: described hoisting ring (7)
Second distance (d2) between the end face (6) of axis (71) and distance hoisting ring (7) nearest pile body (1) end is pile body length
(L) 0.2~0.25 times.
A few font sheet piles being easy to lifting the most according to claim 4, it is characterised in that: described often organize hoisting ring (7)
In the left and right sides of the equally spaced centrage (111) being arranged on top (11) width of two hoisting rings (7).
A few font sheet piles being easy to lifting the most according to claim 4, it is characterised in that: described hoisting ring (7) is
It is completely form by steel wire rope.
A few font sheet piles being easy to lifting the most according to claim 1, it is characterised in that: each described lower flange (13)
Side be provided with along the extended convex tendon (8) of the length direction of lower flange (13) or slot (9) alternative one, described convex tendon (8)
Can mutually inserting splicing with slot (9).
A few font sheet piles being easy to lifting the most according to claim 8, it is characterised in that: the two of described pile body (1)
In individual lower flange (13), the side of a lower flange (13) is provided with described convex tendon (8), and the side of another lower flange (13) is provided with
Described slot (9).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620400951.2U CN205712069U (en) | 2016-05-05 | 2016-05-05 | It is easy to a few font sheet piles of lifting |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620400951.2U CN205712069U (en) | 2016-05-05 | 2016-05-05 | It is easy to a few font sheet piles of lifting |
Publications (1)
Publication Number | Publication Date |
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CN205712069U true CN205712069U (en) | 2016-11-23 |
Family
ID=57303537
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201620400951.2U Expired - Fee Related CN205712069U (en) | 2016-05-05 | 2016-05-05 | It is easy to a few font sheet piles of lifting |
Country Status (1)
Country | Link |
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CN (1) | CN205712069U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107227739A (en) * | 2017-07-24 | 2017-10-03 | 福建工程学院 | The piling hoop device that many sizes of sheet pile are adapted to |
CN115155916A (en) * | 2022-08-02 | 2022-10-11 | 中交第四航务工程局有限公司 | Sheet pile rust removing device and sheet pile processing system |
-
2016
- 2016-05-05 CN CN201620400951.2U patent/CN205712069U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107227739A (en) * | 2017-07-24 | 2017-10-03 | 福建工程学院 | The piling hoop device that many sizes of sheet pile are adapted to |
CN107227739B (en) * | 2017-07-24 | 2023-06-02 | 福建工程学院 | Multi-size adaptive pile collar device for sheet piles |
CN115155916A (en) * | 2022-08-02 | 2022-10-11 | 中交第四航务工程局有限公司 | Sheet pile rust removing device and sheet pile processing system |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161123 Termination date: 20190505 |
|
CF01 | Termination of patent right due to non-payment of annual fee |