CN207498890U - A kind of Gravity Caisson Wharf structure - Google Patents
A kind of Gravity Caisson Wharf structure Download PDFInfo
- Publication number
- CN207498890U CN207498890U CN201721399865.5U CN201721399865U CN207498890U CN 207498890 U CN207498890 U CN 207498890U CN 201721399865 U CN201721399865 U CN 201721399865U CN 207498890 U CN207498890 U CN 207498890U
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- CN
- China
- Prior art keywords
- caisson
- ontology
- gravity
- breastwork
- wharf structure
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- 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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Abstract
The utility model discloses a kind of Gravity Caisson Wharf structure, including caisson ontology, breastwork and backfill material；Top plate one end of the caisson ontology is provided with breastwork, and the bottom plate of caisson ontology is arranged on bedding；The inside of the caisson ontology and the rear of caisson ontology are filled with backfill material；The antetheca of the caisson ontology is formed by several concave curved surfaces are end to end；The composite structure of antetheca and partition board composition in the utility model Gravity Caisson Wharf structure, change stress form, with the advantage that rigidity is big, bending resistance is strong, effectively reduce base stress, it is more suitable for hard soil, the grounds such as dense sand stratum reduce stress up to more than 10%, reduce the differential settlement of ground；The utility model Gravity Caisson Wharf structure has the characteristics that light structure, construction is simple, reduces engineering materials, engineering economy, good appearance, is adapted to large pier engineering, especially off-lying sea large pier.
Description
Technical field
The utility model is related to dock structure technical field, particularly a kind of Gravity Caisson Wharf structure.
Background technology
Gravity Caisson Wharf, reinforced concrete are known as the gravity type quay of agent structure using reinforced concrete caisson
Native caisset is made of components such as outer wall, partition wall, bottom plate and toes of wall.Gravity Caisson Wharf generally uses integral prefabricated side
Formula.The advantages of caisson wharf of prefabricated installation be it is simple in structure, can once mounting water outlet, speed of application is fast, at home each harbour
Upper application is wider.
Develop with the enlargement of ship, conventional Gravity Caisson Wharf structure is due to self structure stress, stable structure
The problems such as by more limitation.Gravity Caisson Wharf structure soil pressure is big, and sectional dimension is big, arrangement of reinforcement is big etc. leads to its economy
It is poor, it is provided no advantage against when organization plan ratio selects, conventional caisson gravity-type structure is not suitable with larger dock structure type selecting.
Utility model content
The purpose of this utility model is to provide a kind of rigidity of structure is big, base stress is small, reasonable stress and the scope of application
Wider Gravity Caisson Wharf structure,
Realize the utility model aim technical solution be：
A kind of Gravity Caisson Wharf structure, which is characterized in that including caisson ontology, breastwork and backfill material；The caisson
Top plate one end of ontology is provided with breastwork, and the bottom plate of caisson ontology is arranged on bedding；The inside of the caisson ontology and caisson
The rear of ontology is filled with backfill material；The antetheca of the caisson ontology is formed by several concave curved surfaces are end to end.
Preferably, the inner homogeneous of the caisson ontology is provided with several longitudinal baffles and lateral partitions, described vertical
It is crisscross between partition board and lateral partitions.
Preferably, the cross section of the concave curved surface is arc-shaped.
Preferably, the cross section of the concave curved surface is in fold-line-shaped.
Preferably, it is provided with preceding track girder on the breastwork.
Preferably, bollard and Boardside protection structure are provided on the breastwork, for the berthing operation of ship system.
The utility model compared with prior art, remarkable advantage：
（1）The composite structure of antetheca and partition board composition in the utility model Gravity Caisson Wharf structure, changes stress
Form has the advantage that rigidity is big, bending resistance is strong, effectively reduces base stress, be more suitable for the ground such as hard soil, dense sand stratum
Base reduces stress up to more than 10%, reduces the differential settlement of ground.
（2）The utility model Gravity Caisson Wharf structure has light structure, construction is simple, reduces engineering materials, work
The features such as Cheng Jingji, good appearance, is adapted to large pier engineering, especially off-lying sea large pier.
The utility model is described in further detail below in conjunction with the accompanying drawings.
Description of the drawings
Fig. 1 is the structure diagram of the utility model Gravity Caisson Wharf structure.
Fig. 2 is the right view of the utility model Gravity Caisson Wharf structure.
Specific embodiment
Embodiment 1：
As depicted in figs. 1 and 2, a kind of Gravity Caisson Wharf structure, including caisson ontology 1, breastwork 2 and backfill material；Institute
The top plate one end for stating caisson ontology 1 is provided with breastwork 2, the face upper load effect of 2 sufferance wharves of breastwork, the bottom plate 3 of caisson ontology 1
It is arranged on bedding；The inner homogeneous of the caisson ontology 1 is provided with several longitudinal baffles 5 and lateral partitions 6, described vertical
It is crisscross between partition board 5 and lateral partitions 6, filled with backfill material between longitudinal baffle 5 and lateral partitions 6；The caisson
Expect filled with backfill at the rear of ontology 1；The antetheca 4 of the caisson ontology 1 is formed by several concave curved surfaces are end to end, described
The cross section of concave curved surface is arc-shaped.
The caisson ontology 1 can be according to ship berthing demand and the width of top technology arrangement adjustment caisset
The antetheca 4 of caisson ontology 1 can need to adjust the radian of camber line according to harbour technique.
Preceding track girder is provided on the breastwork 2, and bollard and Boardside protection structure are provided on the breastwork 2, for ship
It is berthing operation.
Embodiment 2：
A kind of Gravity Caisson Wharf structure, including caisson ontology 1, breastwork 2 and backfill material；The top of the caisson ontology 1
Plate one end is provided with breastwork 2, the face upper load effect of 2 sufferance wharves of breastwork, and the bottom plate 3 of caisson ontology 1 is arranged on bedding；Institute
That states the inner homogeneous of caisson ontology 1 is provided with several longitudinal baffles 5 and lateral partitions 6, the longitudinal baffle 5 with laterally every
It is crisscross between plate 6, filled with backfill material between longitudinal baffle 5 and lateral partitions 6；The rear filling of the caisson ontology 1
There is backfill to expect；The antetheca 4 of the caisson ontology 1 is formed by several concave curved surfaces are end to end, the concave curved surface it is transversal
Face is in fold-line-shaped.
The caisson ontology 1 can be according to ship berthing demand and the width of top technology arrangement adjustment caisset
The antetheca 4 of caisson ontology 1 can need to adjust the radian of camber line according to harbour technique.
Preceding track girder is provided on the breastwork 2, and bollard and Boardside protection structure are provided on the breastwork 2, for ship
It is berthing operation.
In conclusion the composite structure of antetheca and partition board composition in the utility model Gravity Caisson Wharf structure, changes
Stress form has the advantage that rigidity is big, bending resistance is strong, effectively reduces base stress, be more suitable for hard soil, close sand
The grounds such as layer reduce stress up to more than 10%, reduce the differential settlement of ground；The utility model Gravity Caisson Wharf structure
There is light structure, construction is simple, reduce engineering materials, engineering economy, good appearance, be adapted to large pier work
Journey, especially off-lying sea large pier.
The described above structural principle and embodiment of the utility model, but be not restricted to the described embodiments.It is above-mentioned
The structural principle for only illustrating the utility model described in embodiment and specification, before the utility model scope is not departed from
It puts, the present invention also has various changes and improvements, these changes and improvements both fall within claimed the utility model
In the range of.
Claims (6)
1. a kind of Gravity Caisson Wharf structure, which is characterized in that including caisson ontology（1）, breastwork（2）Expect with backfill；It is described
Caisson ontology（1）Top plate one end be provided with breastwork（2）, caisson ontology（1）Bottom plate（3）It is arranged on bedding；The caisson
Ontology（1）Inside and caisson ontology（1）Rear filled with backfill material；The caisson ontology（1）Antetheca（4）By several
A end to end composition of concave curved surface.
2. Gravity Caisson Wharf structure according to claim 1, which is characterized in that the caisson ontology（1）Inside
Uniformly it is provided with several longitudinal baffles（5）And lateral partitions（6）, the longitudinal baffle（5）With lateral partitions（6）Between indulge
Traversed by is wrong.
3. Gravity Caisson Wharf structure according to claim 1, which is characterized in that the cross section of the concave curved surface is in
It is arc-shaped.
4. Gravity Caisson Wharf structure according to claim 1, which is characterized in that the cross section of the concave curved surface is in
Fold-line-shaped.
5. Gravity Caisson Wharf structure according to claim 1, which is characterized in that the breastwork（2）On be provided with before
Track girder.
6. Gravity Caisson Wharf structure according to claim 1, which is characterized in that the breastwork（2）On be provided with and be
Ship column and Boardside protection structure, for the berthing operation of ship system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721399865.5U CN207498890U (en) | 2017-10-26 | 2017-10-26 | A kind of Gravity Caisson Wharf structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721399865.5U CN207498890U (en) | 2017-10-26 | 2017-10-26 | A kind of Gravity Caisson Wharf structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207498890U true CN207498890U (en) | 2018-06-15 |
Family
ID=62502129
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721399865.5U Expired - Fee Related CN207498890U (en) | 2017-10-26 | 2017-10-26 | A kind of Gravity Caisson Wharf structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207498890U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724331A (en) * | 2017-10-26 | 2018-02-23 | 中交第三航务工程勘察设计院有限公司 | A kind of Gravity Caisson Wharf structure |
-
2017
- 2017-10-26 CN CN201721399865.5U patent/CN207498890U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724331A (en) * | 2017-10-26 | 2018-02-23 | 中交第三航务工程勘察设计院有限公司 | A kind of Gravity Caisson Wharf structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: No. 831 zhaojiaman Road, Xuhui District, Shanghai Patentee after: CCCC THIRD HARBOR CONSULTANTS Co.,Ltd. Address before: 200032 831 Zhaojia Bang Road, Xuhui District, Shanghai Patentee before: CCCC THIRD HARBOR CONSULTANTS Co.,Ltd. |
|
| 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: 20180615 Termination date: 20211026 |