CN209260743U - A kind of transition structure for barrel type basis dike corner - Google Patents
A kind of transition structure for barrel type basis dike corner Download PDFInfo
- Publication number
- CN209260743U CN209260743U CN201822012819.6U CN201822012819U CN209260743U CN 209260743 U CN209260743 U CN 209260743U CN 201822012819 U CN201822012819 U CN 201822012819U CN 209260743 U CN209260743 U CN 209260743U
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- rectangular
- caisset
- gravity type
- dike
- type
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Abstract
The utility model discloses a kind of transition structures for barrel type basis dike corner, including the rectangular caisset of gravity type, aileron, cast-in-situ creast wall, rubble-mound foundation, solid matter steel pipe pile composite foundation and lower barrel body；Lower barrel body is located on ground, the rectangular caisset of gravity type is installed on the cover board of lower barrel body, and the rectangular caisset of gravity type is located between the cylinder of two barrel type bases dike top；Aileron is located at the outer wall two sides of the rectangular caisset of gravity type, and cast-in-situ creast wall is located at the top of the rectangular caisset of gravity type, and rubble-mound foundation is located at the lower section of the rectangular caisset of gravity type, and solid matter steel pipe pile composite foundation is located in the range of the rubble-mound foundation outside lower barrel body；The utility model has good adaptability to peripheral structure, rectangular to have bottom caisson that shift to an earlier date prefabricated transportation by driving to engineering site, has 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 excessive structurals, more particularly, to a kind of transition knot for barrel type basis dike corner
Structure is related to basic dike transitional technology field.
Background technique
In the bank-protection works of harbour, vertical breakwater and bank protection structure include gravity caisson, vertical type sheet pile, barrel type
Basic dike etc..In the breakwater bank protection structure using barrel type basis, usual barrel type basis dike is by a basic staving and 2
Portion's cylinder composition, lower barrel base staving is oval, and 2 top cylinders are located in basic bucket top plate.In barrel type basis dike corner
It will form vacancy between place's top cylinder, the selection of the connected structure of the vacancy must consider the coordination globality of structure, and simultaneous
Care for the functional requirements such as earth-retaining, caulking joint.
Utility model content
The technical problems to be solved in the utility model is the transition problem for overcoming existing barrel type basis dike dike corner, is provided
A kind of transition structure for barrel type basis dike corner, to solve the above problems.
To achieve the above object, the utility model provides the following technical solutions: a kind of mistake for barrel type basis dike corner
Cross structure, including the rectangular caisset of gravity type, aileron, cast-in-situ creast wall, rubble-mound foundation, solid matter steel pipe pile composite foundation and lower bucket
Body；The lower barrel body is located on ground, and the rectangular caisset of gravity type, and the gravity are equipped on the cover board of the lower barrel body
The rectangular caisset of formula is located between the cylinder of two barrel type bases dike top；The aileron is located at the rectangular caisset of gravity type
Outer wall two sides, the cast-in-situ creast wall are located at the top of the rectangular caisset of gravity type, and it is rectangular that the rubble-mound foundation is located at gravity type
The lower section of caisset, the solid matter steel pipe pile composite foundation are located in the range of the rubble-mound foundation outside lower barrel body.
As a kind of optimal technical scheme of the utility model, the rectangular caisset of gravity type has bottom heavy to be rectangular
Case, and be installed on the cover board of lower barrel body.
As a kind of optimal technical scheme of the utility model, several rectangular caissets of gravity type are internally provided with
Several compartments, gravity type rectangular caisset land side are provided with hallux, and the compartment is internally provided with packing material.
As a kind of optimal technical scheme of the utility model, the aileron and the rectangular caisset activity peace of gravity type
Dress.
As a kind of optimal technical scheme of the utility model, the cast-in-situ creast wall and the rectangular caisset of gravity type are poured
It is integral.
As a kind of optimal technical scheme of the utility model, the land side of the rubble-mound foundation, which is provided with, filters structure.
Compared with prior art, the utility model has the beneficial effects that
1, it is preferable to be connected globality with barrel type basis dike for the rectangular caisset of gravity type, can meet structural stability and increase
Earth-retaining requirement.
2, the rectangular two sides aileron for having bottom caisson can place situation according to live cylinder and be adjusted, and have very strong adjustable
Section property.
3, mold-bagged concrete is added to be blocked using steel-pipe pile, it is ensured that interstructural effective caulking joint.
4, foundation bearing capacity outside lower barrel body can be improved using solid matter steel pipe pile composite foundation, base sheet stresses is made to be evenly distributed,
Improve overall stability.
5, the utility model structure has the characteristics that fast speed of application, construction is simple, effect are obvious.
Detailed description of the invention
Attached drawing is used to provide a further understanding of the present invention, and constitutes part of specification, practical with this
Novel embodiment is used to explain the utility model together, does not constitute limitations of the present invention.In the accompanying drawings:
Fig. 1 is the sectional view of the utility model；
Fig. 2 is the top view of the utility model；
Wherein: the rectangular caisset of 1, gravity type in figure；2, aileron；3, cast-in-situ creast wall；4, rubble-mound foundation；5, filter of falling is tied
Structure；6, solid matter steel pipe pile composite foundation；7, steel-pipe pile；8, mold-bagged concrete；10, lower barrel body.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment, based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
As shown in Figs. 1-2, the utility model provides a kind of transition structure for barrel type basis dike corner, including gravity type
Rectangular caisset 1, aileron 2, cast-in-situ creast wall 3, rubble-mound foundation 4, solid matter steel pipe pile composite foundation 6 and lower barrel body 10；Lower barrel body
10 are located on ground, and the rectangular caisset 1 of gravity type, and the rectangular caisset 1 of gravity type are equipped on the cover board of lower barrel body 10
Between the cylinder of two barrel type bases dike top；Aileron 2 is located at the outer wall two sides of the rectangular caisset 1 of gravity type, cast-in-place chest
Wall 3 is located at the top of the rectangular caisset 1 of gravity type, and rubble-mound foundation 4 is located at the lower section of the rectangular caisset 1 of gravity type, solid matter
Steel pipe pile composite foundation 6 is located in the range of the rubble-mound foundation 4 outside lower barrel body 10, under the barrel type basis dike of 4 lower part of rubble-mound foundation
Staving 10 is rigid foundation, and the bottom plate of the rectangular caisset 1 of gravity type is also easy to produce stress concentration phenomenon, multiple using solid matter steel-pipe pile
Closing ground 6 can be improved the outer foundation bearing capacity of lower barrel body 10, keep stress distribution uniform, reduce settling amount.
The rectangular caisset 1 of gravity type has bottom caisson to be rectangular, and is installed on the cover board of lower barrel body 10；Gravity type is rectangular
Caisset 1 is internally provided with several compartments, meets structural stability and increases earth-retaining effect, the rectangular caisset of gravity type
1 land side is provided with hallux, and compartment is internally provided with packing material；Aileron 2 and the rectangular 1 activity installation of caisset of gravity type, can
Situation is placed according to live barrel type basis dike top cylinder to be adjusted；Cast-in-situ creast wall 3 and the rectangular caisset 1 of gravity type pour
It is integral, the scale of cast-in-situ creast wall 3 can be adjusted according to top functional requirement；The land side of rubble-mound foundation 4 is provided with down filter structure 5.
Concrete principle: when installing and using, lower barrel body 10 is installed on ground the utility model, on the cover board of lower barrel body 10
The rectangular caisset 1 of gravity type is installed, the rectangular caisset 1 of gravity type is located between the cylinder of two barrel type bases dike top, the wing
Wall 2 is mounted on the outer wall two sides of the rectangular caisset 1 of gravity type, and cast-in-situ creast wall 3 is cast in the top of the rectangular caisset 1 of gravity type
It portion and pours as entirety, rubble-mound foundation 4 is located at the lower section of the rectangular caisset 1 of gravity type, and solid matter steel pipe pile composite foundation 6 is located at
In the range of rubble-mound foundation 4 outside lower barrel body 10, the rectangular caisset 1 of gravity type is internally provided with several compartments, gravity type side
1 land side of America caisson structure is provided with hallux, and compartment is internally provided with packing material, meets structural stability and increases earth-retaining effect
It answers；By aileron 2 and the rectangular 1 activity installation of caisset of gravity type, feelings can be placed according to live barrel type basis dike top cylinder
Condition is adjusted.
The utility model is solved for vacancy closure and the requirement of earth-retaining bank revetment function between the dike superstructure of barrel type basis,
And there is good adaptability to peripheral structure, and it is rectangular to have bottom caisson that shift to an earlier date prefabricated transportation by driving to engineering site, have without big
Type floating derrick equipment, the feature that underwater operation amount is small, structural integrity is good, speed of application is fast.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced, within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (6)
1. a kind of transition structure for barrel type basis dike corner, including it is the rectangular caisset of gravity type (1), aileron (2), cast-in-place
Breastwork (3), rubble-mound foundation (4), solid matter steel pipe pile composite foundation (6) and lower barrel body (10)；It is characterized by: the lower barrel body
(10) it is located on ground, the rectangular caisset of gravity type (1), and the gravity type is installed on the cover board of the lower barrel body (10)
Rectangular caisset (1) is located between the cylinder of two barrel type bases dike top；The aileron (2) is located at the rectangular caisson knot of gravity type
The outer wall two sides of structure (1), the cast-in-situ creast wall (3) are located at the top of the rectangular caisset of gravity type (1), the rubble-mound foundation
(4) it is located at the lower section of the rectangular caisset of gravity type (1), the solid matter steel pipe pile composite foundation (6) is located at lower barrel body (10) outside
Rubble-mound foundation (4) in the range of.
2. a kind of transition structure for barrel type basis dike corner according to claim 1, it is characterised in that: the gravity
The rectangular caisset of formula (1) has bottom caisson to be rectangular, and the rectangular caisset of gravity type (1) is installed on the cover board of lower barrel body (10)
On.
3. a kind of transition structure for barrel type basis dike corner according to claim 1, it is characterised in that: gravity type side
America caisson structure (1) is internally provided with several compartments, and the rectangular caisset of gravity type (1) the land side is provided with hallux, described
Compartment is internally provided with packing material.
4. a kind of transition structure for barrel type basis dike corner according to claim 1, it is characterised in that: the aileron
(2) it is installed with the rectangular caisset of gravity type (1) activity.
5. a kind of transition structure for barrel type basis dike corner according to claim 1, it is characterised in that: described cast-in-place
Breastwork (3) and the rectangular caisset of gravity type (1) pour integral.
6. a kind of transition structure for barrel type basis dike corner according to claim 1, it is characterised in that: the jackstone
The land side of bedding (4) is provided with down filter structure (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822012819.6U CN209260743U (en) | 2018-12-03 | 2018-12-03 | A kind of transition structure for barrel type basis dike corner |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822012819.6U CN209260743U (en) | 2018-12-03 | 2018-12-03 | A kind of transition structure for barrel type basis dike corner |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209260743U true CN209260743U (en) | 2019-08-16 |
Family
ID=67565392
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822012819.6U Expired - Fee Related CN209260743U (en) | 2018-12-03 | 2018-12-03 | A kind of transition structure for barrel type basis dike corner |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209260743U (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 CN201822012819.6U patent/CN209260743U/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 |
Granted publication date: 20190816 Termination date: 20211203 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |