CN204475260U - A kind of Height Adjustable New-Type Wharf structure - Google Patents
A kind of Height Adjustable New-Type Wharf structure Download PDFInfo
- Publication number
- CN204475260U CN204475260U CN201520009886.6U CN201520009886U CN204475260U CN 204475260 U CN204475260 U CN 204475260U CN 201520009886 U CN201520009886 U CN 201520009886U CN 204475260 U CN204475260 U CN 204475260U
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- CN
- China
- Prior art keywords
- height adjustable
- cylindrical steel
- pier elements
- sidewall
- pier
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- 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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Abstract
The utility model discloses a kind of Height Adjustable New-Type Wharf structure, comprise pile foundation and pier elements; Described pier elements is peviform structure, comprises first end, the second end, sidewall, end wall and base plate; Described sidewall, end wall and base plate form the inner chamber of pier elements; The inner side of described first end is provided with two cylindrical steel rings, and wherein each cylindrical steel circle forms a cylinder open longitudinally configured; Described second end both sides are provided with overlapping plate, and wherein each overlapping plate is provided with the first hole holding securing member; Wherein each cylindrical steel ring and described sidewall sections are provided with the second hole holding securing member.The utility model structure is simple, be easy to produce and install, and effectively can resist Frozen-thawed cycled, and Height Adjustable.
Description
Technical field
The utility model relates to a kind of Height Adjustable New-Type Wharf structure, is applicable to field of ocean engineering.
Background technology
Water transportation, needs waterside harbour to be connected mutually with land.Traditional dock structure is compared with the impact being easily subject to freeze cycle in waters under arctic weather.In addition, because water level constantly changes in time, dock structure needs to adjust to desired position to guarantee its impact not being subject to water level rising or declining.
Utility model content
For the problems referred to above, the purpose of this utility model is to provide a kind of Height Adjustable New-Type Wharf structure, and solution conventional code header structure insufficient rigidity, height can not adjust thus easily be subject to the problem of Frozen-thawed cycled and water level impact.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of Height Adjustable New-Type Wharf structure, comprises pile foundation and pier elements; Described pier elements is peviform structure, comprises first end, the second end, sidewall, end wall and base plate; Described sidewall, end wall and base plate form the inner chamber of pier elements; The inner side of described first end is provided with two cylindrical steel rings, wherein each cylindrical steel circle forms a cylinder open longitudinally configured, described cylinder open is configured with suitable size to hold described pile foundation, thus pier elements can along pile foundation location at various height; Described second end both sides are provided with overlapping plate, and wherein each overlapping plate is provided with the first hole holding securing member; Wherein each cylindrical steel ring and described sidewall sections are provided with the second hole holding securing member.
Described pier elements extends to waters from coastline; Described pier elements is connected by securing member with between pile foundation, between adjacent pier elements.
Further, horizontal support piece and two bearing diagonal parts are provided with between adjacent two described pile foundations; Wherein said bearing diagonal part is arranged at below horizontal support piece, and two bearing diagonal parts intersect mutually and its end is all connected in described pile foundation.
Further, the lumen loading of described pier elements has concrete; Described concrete curing after, described pier elements has good rigidity thus described dock structure can resist Frozen-thawed cycled effectively.
Further, described dock structure also comprises the steel bar piece that at least one extends between the side walls; Described steel bar piece has different configurations between the sidewalls.
Preferably, described second hole is parallel runs through described cylindrical steel ring and sidewall.
The beneficial effects of the utility model are: the lumen loading of pier elements has concrete, thus pier elements has good rigidity effectively to resist Frozen-thawed cycled; Height Adjustable, corresponding Height Adjustment can be carried out with the change of water level; For pier elements configuration, structure is simple, be easy to produce and install.
Accompanying drawing explanation
Fig. 1 is the structure side view after the utility model is installed.
Fig. 2 is the sectional view of the utility model Fig. 1 along hatching line 2-2.
Fig. 3 is the structural perspective of the utility model pier elements.
Wherein, 10-dock structure; 12-coastline; 14-waters; 20-pile foundation; 22-horizontal support piece; 24-bearing diagonal part; 30-pier elements; 32-first end; 34-second end; 35,37,39-steel bar piece; 36-sidewall; 38-end wall; 40-inner chamber; 42-base plate; The cylindrical steel ring of 44-; 45,49-hole; 46-cylinder open; The overlapping plate of 48-; 50-concrete.
Detailed description of the invention
By reference to the accompanying drawings, the utility model is described in further detail.
See Fig. 1, the present embodiment dock structure 10 comprises pile foundation 20 and pier elements 30; Wherein said pier elements 30 extends to waters 14 from coastline 12; Described pier elements 30 is with between pile foundation 20, be connected by securing member between adjacent pier elements 30.
See Fig. 2, between adjacent two pile foundations 20, be provided with horizontal support piece 22 and two bearing diagonal parts 24; Wherein said bearing diagonal part 24 is arranged at below horizontal support piece 22, and two bearing diagonal parts 24 mutually intersect and end connects described pile foundation 20.
See Fig. 3, described pier elements 30 is peviform structure, comprises first end 32, second end 34, sidewall 36, end wall 38 and base plate 42; The steel bar piece 35,37 and 39 of multiple difference configuration is provided with between inner chamber 40, two sidewalls 36 that described sidewall 36, end wall 38 and base plate 42 form pier elements 30; The inner side of described first end 32 is provided with two cylindrical steel rings 44, wherein each cylindrical steel ring 44 forms a cylinder open 46 longitudinally configured, described cylinder open 46 is configured with suitable size to hold described pile foundation 20, thus pier elements 30 can be located at various height along pile foundation 20; Described second end 34 both sides are provided with for locating the overlapping plate 48 with fastening adjacent pier elements 30, and overlapping plate 48 is provided with the hole 49 holding described securing member; Described sidewall 36 and cylindrical steel ring 44 are provided with hole 45, and described hole 45 is with hole 49 conllinear and be connected with described appended claims thus effectively pier elements 30 be fixed in pile foundation 20.
Refer again to Fig. 2, after described pier elements 30 is connected with pile foundation 20, the inner chamber 40 of described pier elements 30 is filled with concrete 50.After concrete 50 solidifies, described pier elements 30 has good rigidity thus described dock structure 10 can resist Frozen-thawed cycled effectively.
Embodiment of the present utility model can carry out multiple amendment and change when not departing from spirit and scope of the present utility model.Therefore, should be appreciated that embodiment of the present utility model should not be limited to described exemplary embodiment, but should by the control of the restriction of setting forth in claims and any equivalents thereof.
Claims (4)
1. a Height Adjustable New-Type Wharf structure, is characterized in that, described dock structure comprises pile foundation and pier elements; Described pier elements is peviform structure, comprises first end, the second end, sidewall, end wall and base plate; Described sidewall, end wall and base plate form the inner chamber of pier elements; The inner side of described first end is provided with two cylindrical steel rings, and wherein each cylindrical steel circle forms a cylinder open longitudinally configured, and described cylinder open is configured with suitable size to hold described pile foundation; Described second end both sides are provided with overlapping plate, and wherein each overlapping plate is provided with the first hole holding securing member; Wherein each cylindrical steel ring and described sidewall sections are provided with the second hole holding securing member.
2. a kind of Height Adjustable New-Type Wharf structure according to claim 1, it is characterized in that, described dock structure comprises at least one steel bar piece extended between the side walls further.
3. a kind of Height Adjustable New-Type Wharf structure according to claim 1, it is characterized in that, the lumen loading of described pier elements has concrete.
4. a kind of Height Adjustable New-Type Wharf structure according to claim 1, is characterized in that, described second hole is parallel runs through described cylindrical steel ring and sidewall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520009886.6U CN204475260U (en) | 2015-01-05 | 2015-01-05 | A kind of Height Adjustable New-Type Wharf structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520009886.6U CN204475260U (en) | 2015-01-05 | 2015-01-05 | A kind of Height Adjustable New-Type Wharf structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204475260U true CN204475260U (en) | 2015-07-15 |
Family
ID=53631063
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520009886.6U Expired - Fee Related CN204475260U (en) | 2015-01-05 | 2015-01-05 | A kind of Height Adjustable New-Type Wharf structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204475260U (en) |
-
2015
- 2015-01-05 CN CN201520009886.6U patent/CN204475260U/en not_active Expired - Fee Related
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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: 20150715 Termination date: 20160105 |