CN208363078U - A kind of assembled steel pile cover - Google Patents
A kind of assembled steel pile cover Download PDFInfo
- Publication number
- CN208363078U CN208363078U CN201820385217.2U CN201820385217U CN208363078U CN 208363078 U CN208363078 U CN 208363078U CN 201820385217 U CN201820385217 U CN 201820385217U CN 208363078 U CN208363078 U CN 208363078U
- Authority
- CN
- China
- Prior art keywords
- siphonata
- base plate
- inner taper
- assembled steel
- thickness
- 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.)
- Expired - Fee Related
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of assembled steel pile covers, including siphonata, base plate, top plate portion and inner taper, top plate portion is provided at the top of siphonata, the bottom of siphonata is provided with base plate, siphonata is internally provided with inner taper, and side plate and reinforcement floor portion are connected and installed between two siphonatas.The wall thickness of siphonata is not less than the wall thickness of pile foundation；Base plate and side plate with a thickness of 40mm-80mm；Inner taper with a thickness of 20mm-50mm；Side plate and reinforcement floor portion with a thickness of 20mm-40mm.The utility model assembled steel pile cover is suitable for piling deviation requirement, avoids over-water construction process and template quantity, facilitates construction and installation, improves construction efficiency, and the effectively save duration effectively solves the disadvantage that traditional long piled wharf cast-in-place construction.
Description
Technical field
The utility model relates to a kind of driving cap, in particular to a kind of assembled steel pile cover belongs to long piled wharf pile cover skill
Art field.
Background technique
In port and pier construction, high-piled slab & girder wharf structure is a kind of very classical wharf structure, wherein
Pile cover is the important relation component of pile foundation Yu top contignation.Pile foundation is generally realized using cast-in-place pile cover in traditional pile foundation wharfs
Cladding, and can be very good to adapt to pile foundation piling deviation.However cast-in-place pile cover is commonly used often with a large amount of end template, side template
Fixation, installation and dismounting, construction cost is larger, a large amount of operation at sea processes, especially big to construction period restricted influence.
Utility model content
The purpose of this utility model is to provide a kind of assembled steel pile covers, for overcoming traditional long piled wharf cast-in-place construction
The shortcomings that.
In order to solve the above-mentioned technical problem, the utility model provides the following technical solution:
The utility model provides a kind of assembled steel pile cover, including siphonata, base plate, top plate portion and inner taper,
Top plate portion is provided at the top of the siphonata, the bottom of the siphonata is provided with base plate, and the inside of the siphonata is set
It is equipped with inner taper, side plate and reinforcement floor portion are connected and installed between two siphonatas.
As a kind of optimal technical scheme of the utility model, the wall thickness of the siphonata is not less than the wall thickness of pile foundation；
The base plate and side plate with a thickness of 40mm-80mm；The inner taper with a thickness of 20mm-50mm；The side plate
With reinforcement floor portion with a thickness of 20mm-40mm.
As a kind of optimal technical scheme of the utility model, the base plate and top plate portion are square or polygon or circle
Shape or semicircle.
As a kind of optimal technical scheme of the utility model, the siphonata, base plate, top plate portion, inner taper, side
Plate portion and reinforcement floor portion are made of mild steel or steel alloy, and each component part passes through welded connecting.
As a kind of optimal technical scheme of the utility model, the siphonata and inner taper are at base plate absolute altitude
Clear distance is 200-300mm.
As a kind of optimal technical scheme of the utility model, the height of the inner taper is 500-800mm.
As a kind of optimal technical scheme of the utility model, the base plate and pile foundation are by being welded to connect, the top
Plate portion and top girder system pass through Bolted Flanged Connection.
The utility model beneficial effect achieved is: the utility model assembled steel pile cover is suitable for piling deviation and wants
It asks, avoids over-water construction process and template quantity, facilitate construction and installation, improve construction efficiency, the effectively save duration effectively solves to pass
The shortcomings that system long piled wharf cast-in-place construction.
Detailed description of the invention
Attached drawing is used to provide a further understanding of the present invention, and constitutes part of specification, practical with this
Novel embodiment is used to explain the utility model together, does not constitute limitations of the present invention.In the accompanying drawings:
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the top view of the utility model；
In figure: 1, cast portion；2, base plate；3, top plate portion；4, inner taper；5, side plate；6, reinforcement floor portion；7, stake
Base.
Specific embodiment
It is illustrated below in conjunction with preferred embodiment of the attached drawing to the utility model, it should be understood that described herein excellent
It selects embodiment to be only used for describing and explaining the present invention, is not used to limit the utility model.
Embodiment 1
As shown in Figs. 1-2, a kind of assembled steel pile cover, including siphonata 1, base plate 2, top plate portion 3 and inner taper 4；
Embodiment is double stake pile covers, is further provided with corresponding side plate 5 and reinforcement floor portion 6.The wall thickness and steel of its siphonata 1
The wall thickness of tubular pole is consistent, is 25mm；The thickness of base plate 2 and side plate 5 is respectively 70mm, 60mm；The inner taper 4
With a thickness of 25mm；The side plate 5 and the thickness in reinforcement floor portion 6 are respectively 20mm, 25mm.Base plate described in the embodiment
3, top plate portion 4 is square and semicircular combining form.
For the embodiment base plate 3 with pile foundation 7 by being welded to connect, top plate portion 4 and top girder system can pass through bolt flange
Connection.The embodiment uses welding mild steel or steel alloy, and each component part is linked together by being welded to connect.
The clear distance s of the siphonata 1 and inner taper 4 at base plate absolute altitude is generally preferably not less than 2 times of permission pile sinking
Deviation, generally 200-300mm are mainly used for adapting to 7 piling deviation requirement of pile foundation.The embodiment setting inner taper 4 is main
It is used to solve the problem of stress concentration inside the pile cover as caused by 7 piling deviation of pile foundation, height is generally 500-800mm.
In conclusion the assembled steel pile cover can make in factory process, then transports to scene, installed by handling
It completes in place, to be convenient for construction and installation.The utility model assembled steel pile cover is suitable for piling deviation requirement, avoids over-water construction work
Sequence and template quantity facilitate construction and installation, improve construction efficiency, and the effectively save duration, it is cast-in-place to efficiently solve traditional long piled wharf
The shortcomings that construction.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced.Within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (7)
1. a kind of assembled steel pile cover, including siphonata (1), base plate (2), top plate portion (3) and inner taper (4), feature
It is, be provided with top plate portion (3) at the top of the siphonata (1), the bottom of the siphonata (1) is provided with base plate (2), institute
State being internally provided with inner taper (4) for siphonata (1), be connected and installed between two siphonatas (1) side plate (5) and
Reinforcement floor portion (6).
2. a kind of assembled steel pile cover according to claim 1, which is characterized in that the wall thickness of the siphonata (1) is not
Lower than the wall thickness of pile foundation (7)；The base plate (2) and side plate (5) with a thickness of 40mm-80mm；The inner taper (4)
With a thickness of 20mm-50mm；The side plate (5) and reinforcement floor portion (6) with a thickness of 20mm-40mm.
3. a kind of assembled steel pile cover according to claim 1, which is characterized in that the base plate (2) and top plate portion (3)
It is square or polygon or round or semicircle.
4. a kind of assembled steel pile cover according to claim 1, which is characterized in that the siphonata (1), base plate (2),
Top plate portion (3), inner taper (4), side plate (5) and reinforcement floor portion (6) are made of mild steel or steel alloy, and each composition
Part passes through welded connecting.
5. a kind of assembled steel pile cover according to claim 1, which is characterized in that the siphonata (1) and inner taper
(4) clear distance at base plate (2) absolute altitude is 200-300mm.
6. a kind of assembled steel pile cover according to claim 1, which is characterized in that the height of the inner taper (4) is
500-800mm。
7. a kind of assembled steel pile cover according to claim 1, which is characterized in that the base plate (2) and pile foundation (7) are logical
Welded connecting is crossed, the top plate portion (3) and top girder system pass through Bolted Flanged Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820385217.2U CN208363078U (en) | 2018-03-21 | 2018-03-21 | A kind of assembled steel pile cover |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820385217.2U CN208363078U (en) | 2018-03-21 | 2018-03-21 | A kind of assembled steel pile cover |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208363078U true CN208363078U (en) | 2019-01-11 |
Family
ID=64922125
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820385217.2U Expired - Fee Related CN208363078U (en) | 2018-03-21 | 2018-03-21 | A kind of assembled steel pile cover |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208363078U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113481930A (en) * | 2021-07-07 | 2021-10-08 | 中交第三航务工程勘察设计院有限公司 | Installation type high-pile wharf structure and construction method |
| CN113684785A (en) * | 2021-08-23 | 2021-11-23 | 中交(天津)疏浚工程有限公司 | Construction process of pile foundation wharf |
-
2018
- 2018-03-21 CN CN201820385217.2U patent/CN208363078U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113481930A (en) * | 2021-07-07 | 2021-10-08 | 中交第三航务工程勘察设计院有限公司 | Installation type high-pile wharf structure and construction method |
| WO2023280260A1 (en) * | 2021-07-07 | 2023-01-12 | 中交第三航务工程勘察设计院有限公司 | Installation-type high-piled wharf structure and construction method |
| CN113684785A (en) * | 2021-08-23 | 2021-11-23 | 中交(天津)疏浚工程有限公司 | Construction process of pile foundation wharf |
| CN113684785B (en) * | 2021-08-23 | 2023-06-16 | 中交(天津)疏浚工程有限公司 | Construction process of pile foundation wharf |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190111 Termination date: 20210321 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |