CN106759105A - A kind of preceding water draining high-rise pile cap bank protection structure - Google Patents
A kind of preceding water draining high-rise pile cap bank protection structure Download PDFInfo
- Publication number
- CN106759105A CN106759105A CN201710107588.4A CN201710107588A CN106759105A CN 106759105 A CN106759105 A CN 106759105A CN 201710107588 A CN201710107588 A CN 201710107588A CN 106759105 A CN106759105 A CN 106759105A
- Authority
- CN
- China
- Prior art keywords
- water draining
- preceding water
- pile
- cushion cap
- base plate
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
It is made up of cushion cap, preceding water draining, rear stake and earth-retaining antiseepage stub the invention discloses a kind of preceding water draining high-rise pile cap bank protection structure；The lower section front side of the cushion cap base plate is provided with preceding water draining, and the lower section rear side of the cushion cap base plate is provided with rear stake, and the earth-retaining antiseepage stub is connected to the lower section of the cushion cap base plate most front side and on front side of the preceding water draining, that is, side of pulling in shore；The preceding water draining is Prefabricated Reinforced Concrete Square Pile, rectangular pile or pile tube, is resistant to the primary structure of horizontal force；The rear stake is subject to the primary structure of vertical force, and preceding water draining, rear stake are linked to be an entirety by the cushion cap base plate, and cushion cap base plate has Unloading Effect to preceding water draining；The earth-retaining antiseepage stub is small-sized steel sheet pile, timber, is used to be lost between preventing water and soil the past water draining.This structure reduces pile sinking difficulty, and reduces surrounding environment, noise etc. are influenceed, with low cost, speed of application is fast, ambient influnence is small the features such as, have a extensive future.
Description
Technical field
The present invention relates to hydraulic engineering field, and in particular to a kind of bank protection structure.
Background technology
Usually using the high-rise pile cap bank protection structure of vertical type in dredging waterway, the structure has that structural strength is high, scape
The advantages of graceful, land occupation is few, excavation scope is small is seen, the structure is divided into preceding sheet pile high-rise pile cap again and bored concrete pile close pile is high
Two kinds of patterns of pile framing：Preceding sheet pile high-rise pile cap structure is as receiving using the precast-concrete sheet-pile or steel sheet pile being connected with each other
Power and soil-baffling structure, bored concrete pile high-rise pile cap structure use the front-seat cast-in-situ bored pile of solid matter as force structure, in preceding irrigation and drainage
Rotary churning pile for preventing erosion etc. is set after note stake and reinforces ancillary method.But in the region construction high of city or environmental requirement
There are some shortcomings during above structure：Concrete sheet-piling need to be set due to the friction effect between sheet pile using the pile sinking of relatively high power
Standby construction, vibration and noise are larger to surrounding environment influence；Then cost is higher for steel sheet pile, and economy is poor；Though cast-in-situ bored pile
The right vibration without sinking apparatus, noise effect, but speed of application is slow, and cost is high and mud also has a certain impact to environment.Base
In a kind of special preceding water draining high-rise pile cap bank protection structure of proposition of above reason.
The present invention is in the construction of cushion cap bank protection structure, using preceding water draining as force structure, then in preceding water draining
One row's antiseepage earth-retaining stub of preceding setting, to prevent water soil to be lost in from water draining gap, the structure not only reduces pile sinking difficulty, and
And forced pile sinking mode can be used, reduce influences on surrounding environment, noise etc., with low cost, speed of application be fast, ring
The features such as border influence is small, has a extensive future.
The content of the invention
A kind of technical scheme of the invention：
A kind of preceding water draining high-rise pile cap bank protection structure is made up of cushion cap 2, preceding water draining 5, rear stake 6 and earth-retaining antiseepage stub 3；
The lower section front side of the base plate of the cushion cap 2 is provided with preceding water draining 5, and the lower section rear side of the base plate of cushion cap 2 is provided with rear stake
6, the earth-retaining antiseepage stub 3 is connected to the lower section most front side of the base plate of the cushion cap 2 and in the front side of the preceding water draining 5, that is, lean on
Bank side.
The preceding water draining 5 is Prefabricated Reinforced Concrete Square Pile, rectangular pile or pile tube, is used to resist horizontal force.After described
Stake 6 is used to bear vertical force, and preceding water draining 5, rear stake 6 are linked to be an entirety by the base plate of the cushion cap 2, and the base plate of cushion cap 2 is dredged to preceding
Campshed 5 has Unloading Effect.The earth-retaining antiseepage stub 3 is small-sized steel sheet pile, timber or other structures pattern, is used to prevent
It is lost between water and soil the past water draining.
It is preferred that arrangement density of the arrangement density of the preceding water draining 5 less than the rear stake 6；
It is preferred that the rear stake 6 is more than two rows and two rows；
It is preferred that the cushion cap 2 is provided with filler 1；
It is preferred that the front portion of the earth-retaining antiseepage stub 3 is design mud face absolute altitude 4；
It is preferred that minimum point of the base plate rear surface of the cushion cap 2 for slope excavating line 7；
It is preferred that the preceding water draining 5 and the rear stake 6 use forced pile sinking mode.
Beneficial effect：This structure reduces pile sinking difficulty, and reduces on the influence such as surrounding environment, noise, with cost
The features such as low, speed of application is fast, ambient influnence is small, has a extensive future.
Brief description of the drawings
Fig. 1 is the sectional drawing of water draining high-rise pile cap bank protection structure before the present invention；
Fig. 2 is the plan of water draining high-rise pile cap bank protection structure before the present invention.
Shown in figure：1 filler, 2 cushion caps, 3 earth-retaining antiseepage stubs, 4 design mud face absolute altitudes,
Water draining before 5, stake after 6,7 slope excavating lines.
Specific embodiment
As shown in Figure 1-2, a kind of preceding water draining high-rise pile cap bank protection structure is by cushion cap 2, preceding water draining 5, rear stake 6 and gear
Native antiseepage stub 3 is constituted；
The lower section front side of the base plate of the cushion cap 2 is provided with preceding water draining 5, and the lower section rear side of the base plate of cushion cap 2 is provided with rear stake
6, the earth-retaining antiseepage stub 3 is connected to the lower section most front side of the base plate of the cushion cap 2 and in the front side of the preceding water draining 5, that is, lean on
Bank side.
The preceding water draining 5 is Prefabricated Reinforced Concrete Square Pile, rectangular pile or pile tube etc., is resistant to the main knot of horizontal force
Structure.The rear stake 6 is subject to the primary structure of vertical force, the base plate of the cushion cap 2 by preceding water draining 5, rear stake 6 be linked to be one it is whole
Body, the base plate of cushion cap 2 has Unloading Effect to preceding water draining 5.The earth-retaining antiseepage stub 3 be small-sized steel sheet pile, timber or its
His structural shape, is used to be lost between preventing water and soil the past water draining.The arrangement density of the preceding water draining 5 is less than the rear stake 6
Arrangement density；The rear stake 6 is more than two rows and two rows；The cushion cap 2 is provided with filler 1；The earth-retaining antiseepage stub 3
Front portion is design mud face absolute altitude 4；The base plate rear surface of the cushion cap 2 is the minimum point of slope excavating line 7；The preceding water draining 5
Forced pile sinking mode is used with the rear stake 6.
The present invention can prevent erosion, and the structure uses forced pile sinking mode, reduces pile sinking difficulty, reduce
Surrounding environment, noise etc. are influenceed, with low cost, speed of application is fast, ambient influnence is small the features such as, have a extensive future.
Claims (7)
1. a kind of preceding water draining high-rise pile cap bank protection structure is made up of cushion cap, preceding water draining, rear stake and earth-retaining antiseepage stub；
The lower section front side of the cushion cap base plate is provided with preceding water draining, and the lower section rear side of the cushion cap base plate is provided with rear stake, institute
State earth-retaining antiseepage stub and be connected to the lower section of the cushion cap base plate most front side and on front side of the preceding water draining, that is, side of pulling in shore；
The preceding water draining is Prefabricated Reinforced Concrete Square Pile, rectangular pile or pile tube, is used to resist horizontal force；The rear stake is used to
Vertical force is born, preceding water draining, rear stake are linked to be an entirety by the cushion cap base plate, and cushion cap base plate has off-load to preceding water draining
Effect；The earth-retaining antiseepage stub is small-sized steel sheet pile, timber or other structures pattern, is used to prevent water and soil the past water draining
Between be lost in.
2. a kind of preceding water draining high-rise pile cap bank protection structure as claimed in claim 1, it is characterised in that：The preceding water draining
Arrangement density of the arrangement density less than the rear stake.
3. a kind of preceding water draining high-rise pile cap bank protection structure as claimed in claim 1, it is characterised in that：The rear stake is two rows
And two is more than row.
4. a kind of preceding water draining high-rise pile cap bank protection structure as claimed in claim 1, it is characterised in that：The cushion cap is provided with
Filler.
5. a kind of preceding water draining high-rise pile cap bank protection structure as claimed in claim 1, it is characterised in that：The earth-retaining antiseepage is short
The front portion of stake is design mud face absolute altitude.
6. a kind of preceding water draining high-rise pile cap bank protection structure as claimed in claim 1, it is characterised in that：After the cushion cap base plate
Square surface is the minimum point of slope excavating line.
7. a kind of preceding water draining high-rise pile cap bank protection structure as claimed in claim 1, it is characterised in that：The preceding water draining and
The rear stake uses forced pile sinking mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710107588.4A CN106759105A (en) | 2017-02-27 | 2017-02-27 | A kind of preceding water draining high-rise pile cap bank protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710107588.4A CN106759105A (en) | 2017-02-27 | 2017-02-27 | A kind of preceding water draining high-rise pile cap bank protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106759105A true CN106759105A (en) | 2017-05-31 |
Family
ID=58959009
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710107588.4A Pending CN106759105A (en) | 2017-02-27 | 2017-02-27 | A kind of preceding water draining high-rise pile cap bank protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106759105A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644426A (en) * | 2019-09-26 | 2020-01-03 | 中铁二十三局集团轨道交通工程有限公司 | Prefabricated assembled flood prevention view dykes and dams structure |
| CN113047216A (en) * | 2021-03-31 | 2021-06-29 | 中交第二航务工程勘察设计院有限公司 | High-pile beam-slab wharf structure with rear support piles |
| CN114960729A (en) * | 2022-05-11 | 2022-08-30 | 浙江省钱塘江管理局勘测设计院 | Method for improving fortification standard of existing vertical scour prevention structure of dike foot |
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| JP2010248780A (en) * | 2009-04-15 | 2010-11-04 | Nippon Steel Corp | Water area structure using sea bed ground driving member |
| CN202323865U (en) * | 2011-11-30 | 2012-07-11 | 中交第三航务工程勘察设计院有限公司 | Novel revetment combined structure |
| CN203096745U (en) * | 2013-01-18 | 2013-07-31 | 江苏鸿基科技有限公司 | Multi-row pile foundation pit supporting structure |
| CN203096686U (en) * | 2013-01-22 | 2013-07-31 | 中交第三航务工程勘察设计院有限公司 | Novel composite structure combining long piled wharf and shore-connecting structure |
| CN203834422U (en) * | 2014-04-08 | 2014-09-17 | 天津港航工程有限公司 | Novel high-pile wharf |
| CN105862663A (en) * | 2016-06-02 | 2016-08-17 | 江苏省水利勘测设计研究院有限公司 | Bulkhead wall type supporting and blocking structure with oblique piles and relieving slabs combined |
| CN206655186U (en) * | 2017-02-27 | 2017-11-21 | 中交第三航务工程勘察设计院有限公司 | A kind of preceding water draining high-rise pile cap bank protection structure |
-
2017
- 2017-02-27 CN CN201710107588.4A patent/CN106759105A/en active Pending
Patent Citations (7)
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| JP2010248780A (en) * | 2009-04-15 | 2010-11-04 | Nippon Steel Corp | Water area structure using sea bed ground driving member |
| CN202323865U (en) * | 2011-11-30 | 2012-07-11 | 中交第三航务工程勘察设计院有限公司 | Novel revetment combined structure |
| CN203096745U (en) * | 2013-01-18 | 2013-07-31 | 江苏鸿基科技有限公司 | Multi-row pile foundation pit supporting structure |
| CN203096686U (en) * | 2013-01-22 | 2013-07-31 | 中交第三航务工程勘察设计院有限公司 | Novel composite structure combining long piled wharf and shore-connecting structure |
| CN203834422U (en) * | 2014-04-08 | 2014-09-17 | 天津港航工程有限公司 | Novel high-pile wharf |
| CN105862663A (en) * | 2016-06-02 | 2016-08-17 | 江苏省水利勘测设计研究院有限公司 | Bulkhead wall type supporting and blocking structure with oblique piles and relieving slabs combined |
| CN206655186U (en) * | 2017-02-27 | 2017-11-21 | 中交第三航务工程勘察设计院有限公司 | A kind of preceding water draining high-rise pile cap bank protection structure |
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| 宋良等: "冷弯钢板桩在前板桩高桩承台码头中的应用分析", 《中国水运(下半月)》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644426A (en) * | 2019-09-26 | 2020-01-03 | 中铁二十三局集团轨道交通工程有限公司 | Prefabricated assembled flood prevention view dykes and dams structure |
| CN113047216A (en) * | 2021-03-31 | 2021-06-29 | 中交第二航务工程勘察设计院有限公司 | High-pile beam-slab wharf structure with rear support piles |
| CN114960729A (en) * | 2022-05-11 | 2022-08-30 | 浙江省钱塘江管理局勘测设计院 | Method for improving fortification standard of existing vertical scour prevention structure of dike foot |
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| Date | Code | Title | Description |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: No. 831 zhaojiaman Road, Xuhui District, Shanghai Applicant after: CCCC THIRD HARBOR CONSULTANTS Co.,Ltd. Address before: 200032 831 Zhaojia Bang Road, Xuhui District, Shanghai Applicant before: CCCC THIRD HARBOR CONSULTANTS Co.,Ltd. |
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| CB02 | Change of applicant information | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170531 |
|
| RJ01 | Rejection of invention patent application after publication |