CN203668882U - Mixed pile foundation upright breakwater - Google Patents
Mixed pile foundation upright breakwater Download PDFInfo
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- CN203668882U CN203668882U CN201320689715.3U CN201320689715U CN203668882U CN 203668882 U CN203668882 U CN 203668882U CN 201320689715 U CN201320689715 U CN 201320689715U CN 203668882 U CN203668882 U CN 203668882U
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- wave
- wave eliminating
- eliminating board
- pile foundation
- breaking
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Abstract
The utility model discloses a mixed pile foundation upright breakwater. The mixed pile foundation upright breakwater comprises two anchor plates, wherein the two anchor plates are connected through more than one wave-breaking plate; the wave-breaking plates are of a hollow structure; the adjacent wave-breaking plates are connected through strengthening ribs; the wave-breaking plates are fixedly connected with the anchor plates in a staggered mode; wave-breaking holes are formed in the position, close to the top, of each wave-breaking plate and are communicated with a cavity of the wave-breaking plate; the middle of each wave-breaking plate is transversely provided with a tooth-form abutment; each wave-breaking plate penetrates through the corresponding tooth-form abutment; the two ends of each tooth-form abutment penetrate through the corresponding anchor plates to be connected with banks on the two sides; the portion, close to the bottom, of each wave-breaking plate is provided with a broken stone hardcore, a medium-coarse sand cushion and a river bottom protection rock block layer; each wave-breaking plate penetrates through the corresponding broken stone hardcore, the corresponding medium-coarse sand cushion and the corresponding river bottom protection rock block layer in sequence. The mixed pile foundation upright breakwater is suitable for deep soft foundations, wave uplift pressure borne by the abutments can be reduced to a certain extent, wave wash in front of an embankment is avoided, construction is convenient, stability is good, and the embankment surface can be protected effectively.
Description
Technical field
The utility model relates to a kind of mole, particularly a kind of pile foundation upright breakwater of mixing.
Background technology
Mole is hydraulic structure important in port and coastal engineering, its major function is the invasion and attack of defence wave to harbour region, safeguard waters in port steadily, to ensure boats and ships, safety stop, mooring, normal handling operation and passenger are upper and lower in port, at chiltern and muddy seashore, mole can doublely do sand block dike, has the effect that stops in silt particle inflow port, alleviates alluvial in port.Having freezing marine site, mole can also stop a large amount of floating ice to enter in port, prevents harbour obstruction.Therefore mole plays a part indispensablely to harbour and seashore, therefore needs to make more reasonably design, just can better be applied to harbour and coastal engineering.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, provide one to be applicable to deep soft foundation, can reduce to a certain extent the wave lift that pier is subject to, can prevent the mixing pile foundation upright breakwater of the front wave cut of dike.
To achieve these goals, the technical solution adopted in the utility model is such: mixing pile foundation upright breakwater of the present utility model, comprise anchor plate, anchor plate is two, between two anchor plates, connect by wave eliminating board, more than one of wave eliminating board, wave eliminating board adopts hollow structure, and connect by reinforcing rib between adjacent wave eliminating board, between wave eliminating board and anchor plate, adopt dislocation to be fixedly connected with, wave eliminating board has near top place the unrestrained hole that disappears, the unrestrained hole that disappears is communicated with wave eliminating board cavity, wave eliminating board middle part has been horizontally set with profile of tooth pier, wave eliminating board arranges through profile of tooth pier, profile of tooth pier two ends are connected with both sides embankment through anchor plate, wave eliminating board is respectively equipped with hardcore bed near bottom, medium coarse sand bed course and river bottom protection block stone layer, wave eliminating board is successively through hardcore bed, medium coarse sand bed course and river bottom protection block stone layer, hardcore bed thickness is 50 to 80 millimeters.
Further, as a kind of concrete form of structure, the unrestrained bore dia that disappears described in the utility model is 80 to 100 millimeters.
Further, as a kind of concrete form of structure, profile of tooth pier described in the utility model can adopt concrete structure or steel work, and its cross sectional shape both sides are concavo-convex profile of tooth.
Further, as a kind of concrete form of structure, wave eliminating board described in the utility model adopts Steel material to make.
Compared with prior art, the utility model has the advantage of: the utility model mixes pile foundation upright breakwater and is applicable to deep soft foundation, can reduce to a certain extent the wave lift that pier is subject to; can prevent the front wave cut of dike; easy construction, good stability, can effectively protect dike face.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
In figure: 1. anchor plate; 2. wave eliminating board; 3. unrestrained hole disappears; 4. reinforcing rib; 5. profile of tooth pier; 6. river bottom protection block stone layer; 7. medium coarse sand bed course; 8. hardcore bed.
The specific embodiment
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, and basic structure of the present utility model is only described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The utility model as shown in Figure 1 mixes the preferred embodiment of pile foundation upright breakwater, comprise anchor plate 1, anchor plate 1 is two, between two anchor plates 1, connect by wave eliminating board 2, more than one of wave eliminating board 2, wave eliminating board 2 adopts hollow structure, and connect by reinforcing rib 4 between adjacent wave eliminating board 2, between wave eliminating board 2 and anchor plate 1, adopt dislocation to be fixedly connected with, wave eliminating board 2 has near top place the unrestrained hole 3 that disappears, the unrestrained hole 3 that disappears is communicated with wave eliminating board 2 cavitys, wave eliminating board 2 middle parts have been horizontally set with profile of tooth pier 5, wave eliminating board 2 arranges through profile of tooth pier 5, profile of tooth pier 5 two ends are connected with both sides embankment through anchor plate 1, wave eliminating board 2 is respectively equipped with hardcore bed 8 near bottom, medium coarse sand bed course 7 and river bottom protection block stone layer 6, wave eliminating board 2 is successively through hardcore bed 8, medium coarse sand bed course 7 and river bottom protection block stone layer 6, hardcore bed 8 thickness are 50 to 80 millimeters, described unrestrained hole 3 diameters that disappear are 80 to 100 millimeters, described profile of tooth pier 5 can adopt concrete structure or steel work, its cross sectional shape both sides are concavo-convex profile of tooth, described wave eliminating board 2 adopts Steel material to make.
The utility model mixes pile foundation upright breakwater and is applicable to deep soft foundation, can reduce to a certain extent the wave lift that pier is subject to, and can prevent the front wave cut of dike, easy construction, and good stability, can effectively protect dike face.
Take above-mentioned foundation desirable embodiment of the present utility model as enlightenment, by above-mentioned description, relevant staff can, not departing from the scope of this utility model technological thought, carry out various change and modification completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to claim scope.
Claims (4)
1. one kind is mixed pile foundation upright breakwater, comprise anchor plate, it is characterized in that: anchor plate is two, between two anchor plates, connect by wave eliminating board, more than one of wave eliminating board, wave eliminating board adopts hollow structure, and connect by reinforcing rib between adjacent wave eliminating board, between wave eliminating board and anchor plate, adopt dislocation to be fixedly connected with, wave eliminating board has near top place the unrestrained hole that disappears, the unrestrained hole that disappears is communicated with wave eliminating board cavity, wave eliminating board middle part has been horizontally set with profile of tooth pier, wave eliminating board arranges through profile of tooth pier, profile of tooth pier two ends are connected with both sides embankment through anchor plate, wave eliminating board is respectively equipped with hardcore bed near bottom, medium coarse sand bed course and river bottom protection block stone layer, wave eliminating board is successively through hardcore bed, medium coarse sand bed course and river bottom protection block stone layer, hardcore bed thickness is 50 to 80 millimeters.
2. mixing pile foundation upright breakwater according to claim 1, is characterized in that: described in the unrestrained bore dia that disappears be 80 to 100 millimeters.
3. mixing pile foundation upright breakwater according to claim 1, is characterized in that: described profile of tooth pier can adopt concrete structure or steel work, its cross sectional shape both sides are concavo-convex profile of tooth.
4. mixing pile foundation upright breakwater according to claim 1, is characterized in that: described wave eliminating board adopts Steel material to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320689715.3U CN203668882U (en) | 2013-11-05 | 2013-11-05 | Mixed pile foundation upright breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320689715.3U CN203668882U (en) | 2013-11-05 | 2013-11-05 | Mixed pile foundation upright breakwater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203668882U true CN203668882U (en) | 2014-06-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320689715.3U Expired - Fee Related CN203668882U (en) | 2013-11-05 | 2013-11-05 | Mixed pile foundation upright breakwater |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203668882U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153329A (en) * | 2014-07-07 | 2014-11-19 | 成都科创佳思科技有限公司 | Wave dissipating plate structure |
| CN113529644A (en) * | 2021-07-16 | 2021-10-22 | 上海景观实业发展有限公司 | Off-shore dike for natural shoreline protection and construction method thereof |
-
2013
- 2013-11-05 CN CN201320689715.3U patent/CN203668882U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153329A (en) * | 2014-07-07 | 2014-11-19 | 成都科创佳思科技有限公司 | Wave dissipating plate structure |
| CN113529644A (en) * | 2021-07-16 | 2021-10-22 | 上海景观实业发展有限公司 | Off-shore dike for natural shoreline protection and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: GUANGDONG TIANLIFANG CONSTRUCTION CO., LTD. Free format text: FORMER OWNER: WU ZHUOLUN Effective date: 20141011 Owner name: WU RUIYOU Effective date: 20141011 Free format text: FORMER OWNER: WU RUIYOU Effective date: 20141011 Owner name: WU ZHUOLUN Free format text: FORMER OWNER: CHENGDU KECHUANG JIASI TECHNOLOGY CO., LTD. Effective date: 20141011 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 610000 CHENGDU, SICHUAN PROVINCE TO: 529500 YANGJIANG, GUANGDONG PROVINCE Free format text: CORRECT: ADDRESS; FROM: 529500 YANGJIANG, GUANGDONG PROVINCE TO: 529999 YANGJIANG, GUANGDONG PROVINCE |
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| TR01 | Transfer of patent right |
Effective date of registration: 20141011 Address after: 529999, No. 70, Xinchang Road, Dongcheng Town, Yangdong County, Guangdong, Yangjiang Patentee after: GUANGDONG TIANLIFANG CONSTRUCTION CO.,LTD. Address before: 529500, No. six, Lane 16, East Lake First Street, Jiangcheng District, Guangdong, Yangjiang Patentee before: Wu Zhuolun Patentee before: Wu Ruiyou Effective date of registration: 20141011 Address after: 529500, No. six, Lane 16, East Lake First Street, Jiangcheng District, Guangdong, Yangjiang Patentee after: Wu Zhuolun Patentee after: Wu Ruiyou Address before: 610000 Sichuan city of Chengdu province Jinjiang District East Street No. 139 Building 1 3 floor No. 4 Patentee before: CHENGDU KECHUANG JIASI TECHNOLOGY Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140625 Termination date: 20141105 |
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| EXPY | Termination of patent right or utility model |