CN209260773U - A kind of connected structure for barrel type foundation structure shore protection - Google Patents
A kind of connected structure for barrel type foundation structure shore protection Download PDFInfo
- Publication number
- CN209260773U CN209260773U CN201822013561.1U CN201822013561U CN209260773U CN 209260773 U CN209260773 U CN 209260773U CN 201822013561 U CN201822013561 U CN 201822013561U CN 209260773 U CN209260773 U CN 209260773U
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- China
- Prior art keywords
- barrel type
- aileron
- foundation structure
- shore protection
- foundation
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Abstract
The utility model discloses a kind of connected structures for barrel type foundation structure shore protection, belong to port engineering technical field comprising gravity type cylindrical structure, aileron and rubble-mound foundation structure.Cylinder is that a kind of circle has bottom armored concrete empty van, it is installed under corner barrel type foundation structure on two side cover plate of bucket, material can be filled in cylinder and increase stability, prefabricated cylinder two sides have aileron, and gap is blocked using mold-bagged concrete and steel-pipe pile between aileron and structure on two sides.Rubble-mound foundation is arranged between cylinder bottom and cover board, the setting of rubble-mound foundation land side falls to filter structure.The utility model solves vacancy closure and the requirement of earth-retaining bank revetment function between the superstructure of barrel type foundation structure corner, and there is good adaptability to peripheral structure, cylindrical structure can shift to an earlier date prefabricated transportation by driving to engineering site, have the characteristics that without large-scale floating derrick equipment, underwater operation amount is small, structural integrity is good, speed of application is fast.
Description
Technical field
The utility model relates to a kind of connected structures, and in particular to a kind of linking knot applied to barrel type foundation structure shore protection
Structure combines bank revetment function.
Background technique
In the bank-protection works of harbour, vertical type bank protection structure includes gravity caisson, vertical type sheet pile, barrel type foundation structure
Deng.In the bank protection structure using barrel type basis, usual barrel type foundation structure is by a basic staving and 2 top cylinder groups
At lower barrel base staving is oval, and 2 top cylinders are located in basic bucket top plate.Shield is being used as with barrel type foundation structure
When bank structure, vacancy will form between the cylinder of structure corner top, the selection of the connected structure of the vacancy must consider shore protection
Coordination globality, and take into account the functional requirements such as earth-retaining, caulking joint.
Utility model content
In order to solve barrel type foundation structure corner connection problem, the utility model provides a kind of for barrel type basis knot
The connected structure of structure shore protection solves vacancy closure and the requirement of earth-retaining bank revetment function between superstructure, and has to peripheral structure
There is good adaptability, cylindrical structure can shift to an earlier date prefabricated transportation by driving to engineering site, have without large-scale floating derrick equipment, under water
The feature that workload is small, structural integrity is good, speed of application is fast.Barrel two sides aileron can place situation according to live cylinder and carry out
Adjustment has very strong controllability.
The utility model is realized by technical solution below:
A kind of connected structure for barrel type foundation structure shore protection, including gravity type cylindrical structure, aileron and rubble-mound foundation
Structure, the gravity type cylindrical structure are installed under corner barrel type foundation structure on two side cover plate of bucket, and are located at two corner buckets
Between the cylinder of formula foundation structure top；The aileron is placed in the outer wall two sides of gravity type cylindrical structure；The aileron and gravity
The gap location injection steel-pipe pile of formula tube structure, and side seal in the corresponding aileron of the steel-pipe pile and gravity type tube structure gap
It is stifled to have mold-bagged concrete；The rubble-mound foundation structure is located at below gravity type cylindrical structure, and the rubble-mound foundation structure is in land
Side, which is provided with, filters structure.
As a kind of optimal technical scheme of the utility model, the gravity type cylindrical structure is that circle has bottom reinforced concrete
Native empty van.
As a kind of optimal technical scheme of the utility model, it is whole that the circle, which has inside the armored concrete empty van of bottom,
Cavity.
As a kind of optimal technical scheme of the utility model, filling chock is filled in the integral cavity of the gravity type cylindrical structure
Material.
As a kind of optimal technical scheme of the utility model, the aileron activity is placed in the outer of gravity type cylindrical structure
Wall two sides.
Compared with prior art, the attainable beneficial effect of the utility model is:
1) it is preferable to be connected globality with barrel type foundation structure for gravity type cylindrical structure, can meet structural stability and increase gear
Soil requires.
2) cylinder two sides aileron can place situation according to live cylinder and be adjusted, and have very strong controllability.
3) mold-bagged concrete is added to be blocked using steel-pipe pile, it is ensured that effective caulking joint between cylinder.
4) the utility model structure has the characteristics that fast speed of application, construction is simple, effect are obvious.
Detailed description of the invention
The utility model is described further with reference to the accompanying drawings and examples, but not as the limit to the utility model
It is fixed.
Fig. 1 is the sectional view of the utility model.
Fig. 2 is the top view of the utility model.
In figure: 1- cylindrical structure, 2- aileron, 3- rubble-mound foundation, 4- fall to filter structure, 5- steel-pipe pile, 6- mold-bagged concrete.
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.
It please refers to shown in Fig. 1-2, a kind of connected structure for barrel type foundation structure shore protection, including gravity type cylindrical structure
1, aileron 2 and rubble-mound foundation structure 3, gravity type cylindrical structure 1 are installed under corner barrel type foundation structure on two side cover plate of bucket, and
Between two corner barrel type foundation structure top cylinders；Aileron 2 is placed in the outer wall two sides of gravity type cylindrical structure 1；The wing
The gap location injection steel-pipe pile 5 of wall 2 and gravity type tube structure, and between the corresponding aileron 2 of steel-pipe pile 5 and gravity type tube structure
Blocking on the inside of gap has mold-bagged concrete 6, it is ensured that effective caulking joint measure between cylinder；Rubble-mound foundation structure 3 is located at gravity type cylinder
1 lower section of structure, for flattening basis and diffusion base sheet stresses, and rubble-mound foundation structure 3 is provided with down filter structure 4 in land side.
Gravity type cylindrical structure 1 is that circle has bottom armored concrete empty van, and circle, which has inside the armored concrete empty van of bottom, is
Integral cavity does not set compartment in case, filling chock material is filled in the integral cavity of gravity type cylindrical structure 1, in order to meet structural stability
And increase earth-retaining effect, packing material can be filled in cylinder；2 activity of aileron is placed in the outer wall two sides of gravity type cylindrical structure 1, cylinder
Body two sides aileron can place situation according to scene and be adjusted, and have very strong controllability；
Specifically, the use of the new type solves barrel type foundation structure corner connection problem, sky between superstructure ensure that
Closure and the requirement of earth-retaining bank revetment function are lacked, and there is good adaptability to peripheral structure, cylindrical structure can shift to an earlier date prefabricated floating
It is transported to engineering site, is had without large-scale floating derrick equipment, underwater operation amount is small, structural integrity is good, speed of application is fast
Feature.Barrel two sides aileron can place situation according to live cylinder and be adjusted, and have very strong controllability.
The utility model globality is preferable, can meet structural stability and increase earth-retaining requirement, have very strong adjustable
Property, it is ensured that effective caulking joint between cylinder, the features such as speed of application is fast, construction is simple, obvious effect.
The embodiments of the present invention is without being limited thereto, according to the above embodiments of the present invention content, utilizes ability
The routine techniques knowledge and customary means in domain, under the premise of not departing from the utility model above-mentioned basic fundamental thought, it is above preferably
Embodiment can also make the modification, replacement or combination of other diversified forms, and other embodiments obtained all fall within practical
Within novel rights protection scope.
Claims (5)
1. a kind of connected structure for barrel type foundation structure shore protection, including gravity type cylindrical structure (1), aileron (2) and jackstone
Foundation bed structure (3), it is characterised in that: the gravity type cylindrical structure (1) is installed on two side cover of bucket under corner barrel type foundation structure
On plate, and it is located between two corner barrel type foundation structure top cylinders；The aileron (2) is placed in gravity type cylindrical structure
(1) outer wall two sides；The gap location injection steel-pipe pile (5) of the aileron (2) and gravity type tube structure, and the steel-pipe pile
(5) corresponding aileron (2) and gravity type tube structure gap inside, which block, mold-bagged concrete (6)；The rubble-mound foundation structure
(3) it is located at below gravity type cylindrical structure (1), and the rubble-mound foundation structure (3) is provided with down filter structure (4) in land side.
2. a kind of connected structure for barrel type foundation structure shore protection according to claim 1, it is characterised in that: described heavy
Power formula cylindrical structure (1) is that circle has bottom armored concrete empty van.
3. a kind of connected structure for barrel type foundation structure shore protection according to claim 2, it is characterised in that: the circle
It is integral cavity inside the armored concrete empty van of bottom that shape, which has,.
4. a kind of connected structure for barrel type foundation structure shore protection according to claim 3, it is characterised in that: described heavy
Filling chock material is filled in the integral cavity of power formula cylindrical structure (1).
5. a kind of connected structure for barrel type foundation structure shore protection according to claim 1, it is characterised in that: the wing
Wall (2) activity is placed in the outer wall two sides of gravity type cylindrical structure (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822013561.1U CN209260773U (en) | 2018-12-03 | 2018-12-03 | A kind of connected structure for barrel type foundation structure shore protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822013561.1U CN209260773U (en) | 2018-12-03 | 2018-12-03 | A kind of connected structure for barrel type foundation structure shore protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209260773U true CN209260773U (en) | 2019-08-16 |
Family
ID=67565324
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822013561.1U Expired - Fee Related CN209260773U (en) | 2018-12-03 | 2018-12-03 | A kind of connected structure for barrel type foundation structure shore protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209260773U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115198697A (en) * | 2022-08-26 | 2022-10-18 | 广东电网有限责任公司 | Dyke structure of transformer substation in river region |
-
2018
- 2018-12-03 CN CN201822013561.1U patent/CN209260773U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115198697A (en) * | 2022-08-26 | 2022-10-18 | 广东电网有限责任公司 | Dyke structure of transformer substation in river region |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190816 Termination date: 20211203 |