CN209603047U - Pile formula semicircular wave breaker structure - Google Patents
Pile formula semicircular wave breaker structure Download PDFInfo
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- CN209603047U CN209603047U CN201822128312.7U CN201822128312U CN209603047U CN 209603047 U CN209603047 U CN 209603047U CN 201822128312 U CN201822128312 U CN 201822128312U CN 209603047 U CN209603047 U CN 209603047U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
Pile formula semicircular wave breaker structure, structure include: top semi-circular structure, foundation pile structure and grouting material, and top semi-circular structure is fixedly connected by grouting material with foundation pile structure.Wherein, foundation pile structure includes: foundation pile, blotter and river bottom protection block stone.The utility model is compared with traditional technology, and by the advantage using conjugate semi-circular structure and foundation pile structure, top semi-circular structure, which provides, resists the functions such as wave stroke, water blocking sand, and lower part pile foundation provides vertical and horizontal direction bearing capacity.Breakwater bedding only can be flattened simply, do not have to carry out stiffening basic ground, construction time and construction cost is greatly saved.Built semi-circular structure can also be used as the operation platform for closing on block pile foundation, improve construction efficiency, save ship machine expense.The geology that this item utility model works is relatively deep particularly suitable for the depth of water, top Soft Soil Layer is thicker, may be used as breakwater or waterway regulation building etc..
Description
Technical field
The utility model relates to water conservancies, marine traffic engineering field, and in particular to pile formula semicircular wave breaker structure.
Background technique
Breakwater structure is built under the poor geological condition of soil property, generally requires carry out basement process.The depth of water it is relatively deep,
The thicker region of Soft Soil Layer, often project cost is very high for conventional method for processing foundation.
To solve the above-mentioned problems, we are made that a series of improvement.
Utility model content
The purpose of the utility model is to provide pile formula semicircular wave breaker structures, to overcome present in the prior art
Disadvantages mentioned above and deficiency.
Pile formula semicircular wave breaker structure includes: top semi-circular structure, foundation pile structure and grouting material, top semicircular body
Structure is fixedly connected by grouting material with foundation pile structure；
Wherein, the foundation pile structure includes: foundation pile, blotter and river bottom protection block stone, the foundation pile by grouting material with it is upper
Portion semi-circular structure two sides are fixedly connected, and the blotter is connect with foundation pile, are connected on the outside of the river bottom protection block stone and blotter
It connects, for the structure of the foundation pile for elongated structure or by more piece stake connection structure, the quantity of the foundation pile is 4.
Further, the top semi-circular structure includes: top semicircular body and preformed hole, and the preformed hole is set to top half
Circle two sides, the quantity of the preformed hole are 4, and the preformed hole is connect by grouting material with foundation pile, the top semicircular body
Structure be hollow reinforced concrete structure.
The utility model has the beneficial effects that
The utility model is compared with traditional technology, by utilizing the advantage of conjugate semi-circular structure and foundation pile structure, on
Portion's semi-circular structure, which provides, resists the functions such as wave stroke, water blocking sand, and lower part pile foundation provides vertical and horizontal direction bearing capacity.
Breakwater bedding only can be flattened simply, do not have to carry out stiffening basic ground, construction time and construction cost is greatly saved.
Built semi-circular structure can also be used as the operation platform for closing on block pile foundation, improve construction efficiency, save ship machine expense.This item
The geology that utility model works is relatively deep particularly suitable for the depth of water, top Soft Soil Layer is thicker, may be used as breakwater or navigation channel is whole
Control building etc..
Detailed description of the invention:
Fig. 1 is the structural schematic diagram of the utility model.
Appended drawing reference:
Top semi-circular structure 100, top semicircular body 110 and preformed hole 120.
Foundation pile structure 200, foundation pile 210, blotter 220, river bottom protection block stone 230 and grouting material 300.
Specific embodiment
Below in conjunction with specific embodiment, progress explanation is made to the utility model.It should be understood that following embodiment is merely to illustrate
The utility model is not for restriction the scope of the utility model.
Embodiment 1
Fig. 1 is the structural schematic diagram of the utility model.
As shown in Figure 1, pile formula semicircular wave breaker structure includes: top semi-circular structure 100,200 and of foundation pile structure
Grouting material 300, top semi-circular structure 100 are fixedly connected by grouting material 300 with foundation pile structure 200；
Wherein, foundation pile structure 200 includes: foundation pile 210, blotter 220 and river bottom protection block stone 230, and foundation pile 210 passes through grouting
Material 300 is fixedly connected with 100 two sides of top semi-circular structure, and blotter 220 is connect with foundation pile 210, river bottom protection block stone 230 with it is broken
It is connected on the outside of stone bed course 220, for the structure of foundation pile 210 for elongated structure or by more piece stake connection structure, the quantity of foundation pile 210 is 4
Root.
Top semi-circular structure 100 includes: top semicircular body 110 and preformed hole 120, and preformed hole 120 is set to top semicircle
110 two sides of body, the quantity of preformed hole 120 are 4, and preformed hole 120 is connect by grouting material 300 with foundation pile 210, top semicircular body
110 structure is hollow reinforced concrete structure.
The working principle of the utility model is that 110 part preformed hole of top semicircular body, 120 diameter is straight slightly larger than foundation pile 210
Top semi-circular structure 100 is aligned after the completion of foundation pile 210 is constructed and places, can be set as needed on 210 top of foundation pile by diameter
Sink device is limited, top semi-circular structure 100 is connect with lower part foundation pile 210 using high-strength grout 300.Top semicircular body 110 is
Hollow reinforced concrete structure, wall thickness and scale according to works Force Calculation and function it needs to be determined that.Foundation pile 210 is elongated knot
Structure is connected and composed by more piece stake, can be PHC tubular pole, PC tubular pole, steel-pipe pile, filled circles stake, solid square pile, hollow square pile,
TSC or PRC；Foundation pile 210 can connect when more piece being used to connect for same type stake or different types of built pile.This is practical
The novel advantage by using conjugate semi-circular structure and foundation pile structure, top semi-circular structure offer resistance wave stroke,
The functions such as water blocking sand, lower part pile foundation provide vertical and horizontal direction bearing capacity.Breakwater bedding only can be flattened simply, no
With stiffening basic ground is carried out, construction time and construction cost is greatly saved.Built semi-circular structure, which can also be used as, to be closed on
The operation platform of block pile foundation improves construction efficiency, saves ship machine expense.This item utility model works is particularly suitable for the depth of water
Geology relatively deep, top Soft Soil Layer is thicker, may be used as breakwater or waterway regulation building etc..
Specific embodiment of the present utility model is illustrated above, but the utility model is not limited thereto, only
The objective of the utility model is not departed from, the utility model there can also be various change.
Claims (2)
1. pile formula semicircular wave breaker structure characterized by comprising top semi-circular structure (100), foundation pile structure
(200) and grouting material (300), the top semi-circular structure (100) are fixed by grouting material (300) and foundation pile structure (200)
Connection；
Wherein, the foundation pile structure (200) includes: foundation pile (210), blotter (220) and river bottom protection block stone (230), the base
Stake (210) is fixedly connected by grouting material (300) with top semi-circular structure (100) two sides, the blotter (220) and base
It is connect on the outside of stake (210) connection, the river bottom protection block stone (230) and blotter (220), the structure of the foundation pile (210) is logical
Long structure or by more piece stake connection structure, the quantity of the foundation pile (210) is 4.
2. pile formula semicircular wave breaker structure according to claim 1, it is characterised in that: the top semi-circular structure
It (100) include: top semicircular body (110) and preformed hole (120), the preformed hole (120) is set to top semicircular body (110) two
Side, the quantity of the preformed hole (120) are 4, and the preformed hole (120) is connect by grouting material (300) with foundation pile (210),
The structure of the top semicircular body (110) is hollow reinforced concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822128312.7U CN209603047U (en) | 2018-12-18 | 2018-12-18 | Pile formula semicircular wave breaker structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822128312.7U CN209603047U (en) | 2018-12-18 | 2018-12-18 | Pile formula semicircular wave breaker structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209603047U true CN209603047U (en) | 2019-11-08 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201822128312.7U Active CN209603047U (en) | 2018-12-18 | 2018-12-18 | Pile formula semicircular wave breaker structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487750A (en) * | 2018-12-18 | 2019-03-19 | 中交上海航道勘察设计研究院有限公司 | Pile formula semicircular wave breaker structure and construction method |
-
2018
- 2018-12-18 CN CN201822128312.7U patent/CN209603047U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487750A (en) * | 2018-12-18 | 2019-03-19 | 中交上海航道勘察设计研究院有限公司 | Pile formula semicircular wave breaker structure and construction method |
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