CN202031060U - Caisson wharf with tail structure - Google Patents
Caisson wharf with tail structure Download PDFInfo
- Publication number
- CN202031060U CN202031060U CN2011200695394U CN201120069539U CN202031060U CN 202031060 U CN202031060 U CN 202031060U CN 2011200695394 U CN2011200695394 U CN 2011200695394U CN 201120069539 U CN201120069539 U CN 201120069539U CN 202031060 U CN202031060 U CN 202031060U
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- China
- Prior art keywords
- caisson
- tail structure
- tail
- filler
- wharf
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Abstract
A caisson wharf with a tail structure consists of a caisson (24) with a tail structure, a breast wall (3), a foundation (4), filler (5) and groundwork (6). The caisson (24) with the tail structure consists of a caisson (2) and the tail structure (25). The caisson (2) is provided with the tail structure (25); the tail structure (25) is arranged at the lower part of the rear wall (9) of the caisson; a tail plate (26) of the tail structure (25) forms an included angle with the top surface of the foundation (4); and the tail structure (25) is embedded into the filler (5). The tail plate (26) of the tail structure (25) is connected with a bottom plate (7) of the caisson; and a ribbed plate (27) is connected with a transverse partition (10) and the rear wall (9) of the caisson. Therefore, the effective gravity of the filler is utilized to decrease the widths of the caisson and the foundation and lower the engineering cost.
Description
Technical field
The utility model relates to a kind of caisson wharf structure.
Background technology
Along with half dive refute, widespread usage that floating dock and large-scale crane ship go out fortune, transportation, install at caisson, the caisson of 2000~7000t is used widely at gravitation-type deep-water dock, the restriction of the weight of Large Caisson is effectively broken through, and can realize the improvement to caisset thus.
The Large Caisson harbour, the caisset height is big and width is all bigger, changes under the situation of filling out processing in the poor process of basic condition, and the bedding structure is also very big.Under design conditions, the bedding top strain is bigger.
The rear portion of buttressed quay wall has reduced the bedding width by tailgate is set.Same principle, by the caisson tail structure is set, and with the base plate of caisson tail structure to the harbour rear upward to inclination, leave basic end face, the needs such as bulk strength, rigidity and transportation by driving of caisson had both been satisfied, can utilize antiskid, the stability against overturning of the effective gravity enhancing dock structure of caisson rear filler again, can also not increase the end face width on basis, thereby reduce the width of caisson agent structure, reduce caisson concrete work amount, reduce bedding piece stone consumption, can obtain reasonable comprehensive benefit.
The caisson tail structure has various ways.Form one is provided with a separation that aspect ratio is less at the caisson rear portion, and the bottom surface of this separation is acclivitous, and the base plate of separation is connected with Bottom plate of sinkbox, and the floor of separation is connected with the cross wall of caisson.Form two utilizes the cross wall of caisson to stretch out floor, utilizes Bottom plate of sinkbox to protrude upward afterbody, and floor and afterbody are connected to form the caisson rear structure.
Tail structure is arranged on the bottom of caisson rear wall, also can be arranged on the certain altitude of caisson bottom surface.
Thus, we propose a kind of caisson wharf that has tail structure.
Summary of the invention
In order to utilize the effective gravity of caisson rear portion backfill, reduce the width of caisson agent structure and piece stone foundation, the utility model provides a kind of caisson wharf that has tail structure, realization utilizes the effective gravity of caisson rear portion backfill, reduces the purpose of the width of caisson agent structure and piece stone foundation.
In order to achieve the above object, the technical solution used in the present invention is to have the caisson wharf of tail structure by the caisson that has tail structure, breastwork, basis, and filler, ground are formed; The caisson that has tail structure is made up of caisson and tail structure; Caisson has tail structure, and tail structure is arranged on the bottom of caisson rear wall, and the tailgate of tail structure has an angle with the end face on basis; The tailgate of tail structure is connected with Bottom plate of sinkbox, and floor is connected with the caisson rear wall with cross wall; Backfill filler in the afterbody cavity, tail structure is embedded in the filler.Realize utilizing the effective gravity of caisson rear portion backfill thus, reduce the purpose of the width of caisson agent structure and piece stone foundation.
Adopt the caisson wharf that has tail structure of the present invention, can reduce the width of caisson agent structure and piece stone foundation, engineering cost is saved.
The beneficial effects of the utility model reduce the width of caisson agent structure and piece ground mass bed, reduce engineering cost.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further specified.Because hollow square is identical on form of structure with caisson, incorporates hollow square into caisson in the following description and be referred to as caisson.Caisson is that representative is drawn with horizontal 3 row separations, vertical 3 row's separations, and the horizontal separation number of caisson and vertical separation number can be provided with as required.
Fig. 1 is typical caisson wharf profile;
Fig. 2 is typical caisson plan view;
Fig. 3 is the caisson wharf profile (form one) that has tail structure;
Fig. 4 is the caisson plan view (form one) that has tail structure;
Fig. 5 is the caisson wharf profile (form two) that has tail structure;
Fig. 6 is the caisson plan view (form two) that has tail structure.
Among the figure: 1. caisson wharf, 2. caisson, 3. breastwork, 4. basis, 5. filler, 6. ground, 7. Bottom plate of sinkbox, 8. caisson antetheca, 9. caisson rear wall, 10. cross wall, 11. mediastinum walls, 12. separations, 13. the caisson joint, 14. separation fillers, 15. stone rib bodies, 16. backfill sand, 17. rear fillers, 18. inverted filters, 19. fender, 20. wharf apron lines, 21. harbour end faces, 22. waterline, 23. excavation lines, 24. have the caisson of tail structure, 25. tail structure, 26. tailgates, 27. floors, 28. back wall, 29. afterbody cavitys.
The specific embodiment
Fig. 1 and Fig. 2 represent typical caisson wharf structure chart.Caisson wharf (1) is made up of caisson (2), breastwork (3), basis (4), filler (5), ground (6).Caisson (2) is made up of Bottom plate of sinkbox (7), caisson antetheca (8), caisson rear wall (9), cross wall (10), mediastinum wall (11), separation (12), caisson joint (13).Caisson (2) and breastwork (3) adopt concrete structure.Breastwork (3) is gone up fender (19) is installed.Piece ground mass bed can be all adopted on basis (4), and piece ground mass bed also can top 2~4m be adopted and the bottom is adopted to change and filled out mountain stone or backfill sand in basis (4).Filler (5) can adopt piece stone or backfill sand, and filler (5) can be divided into separation filler (14), piece stone rib body (15), backfill sand (16), rear filler (17), inverted filter (18) according to backfill position difference.Inverted filter (18) be arranged on basis (4) above.The back of caisson (2) can be provided with piece stone rib body (15), also can backfill backfill sand (16).Ground (6), wharf apron line (20), harbour end face (21), waterline (22), excavation line (23) are as shown in the figure.
Fig. 3 and Fig. 4 represent to have the caisson wharf structure chart (form one) of tail structure.Caisson wharf (1) is by the caisson that has tail structure (24), breastwork (3), basis (4), and filler (5), ground (6) are formed.The caisson (24) that has tail structure is made up of caisson (2) and tail structure (25).Caisson (2) is made up of Bottom plate of sinkbox (7), caisson antetheca (8), caisson rear wall (9), cross wall (10), mediastinum wall (11), separation (12), caisson joint (13).Tail structure (25) is made up of tailgate (26), floor (27), back wall (28), afterbody cavity (29).Caisson (2) has tail structure (25), and tail structure (25) is arranged on the bottom of caisson rear wall (9), and the tailgate (26) of tail structure (25) has an angle with the end face on basis (4).The tailgate (26) of tail structure (25) is connected with Bottom plate of sinkbox (7), and floor (27) is connected with caisson rear wall (9) with cross wall (10).The interior backfill filler of afterbody cavity (29) (5), tail structure (25) is embedded in the filler (5).The caisson (24) and the breastwork (3) that have tail structure adopt concrete structure.Width 1~the 4m of tail structure (25), the height 1~5m of tail structure (25).Other explanations are referring to the explanation of Fig. 1 and Fig. 2.
Fig. 5 and Fig. 6 represent to have the caisson wharf structure chart (form two) of tail structure.Tail structure (25) is made up of tailgate (26), floor (27), afterbody cavity (29).Caisson (2) has tail structure (25), tail structure (25) is arranged on the bottom of caisson rear wall (9), the tailgate (26) of tail structure (25) is connected with Bottom plate of sinkbox (7), floor (27) is connected with caisson rear wall (9) with cross wall (10), and the tailgate (26) of tail structure (25) has an angle with the end face on basis (4).The interior backfill filler of afterbody cavity (29) (5), tail structure (25) is embedded in the filler (5).Other explanations are referring to the explanation of Fig. 3 and Fig. 4.
Claims (2)
1. caisson wharf that has tail structure, by the caisson that has tail structure (24), breastwork (3), basis (4), filler (5), ground (6) are formed, the caisson (24) that has tail structure is made up of caisson (2) and tail structure (25), it is characterized in that: caisson (2) has tail structure (25), tail structure (25) is arranged on the bottom of caisson rear wall (9), the tailgate (26) of tail structure (25) has an angle with the end face on basis (4), and tail structure (25) is embedded in the filler (5).
2. the caisson wharf that has tail structure according to claim 1 is characterized in that: the tailgate (26) of tail structure (25) is connected with Bottom plate of sinkbox (7), and floor (27) is connected with caisson rear wall (9) with cross wall (10).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN2011200695394U CN202031060U (en) | 2011-03-10 | 2011-03-10 | Caisson wharf with tail structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011200695394U CN202031060U (en) | 2011-03-10 | 2011-03-10 | Caisson wharf with tail structure |
Publications (1)
Publication Number | Publication Date |
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CN202031060U true CN202031060U (en) | 2011-11-09 |
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CN2011200695394U Expired - Fee Related CN202031060U (en) | 2011-03-10 | 2011-03-10 | Caisson wharf with tail structure |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106192880A (en) * | 2016-07-26 | 2016-12-07 | 东南大学 | The box harbour of L-type and method of construction thereof |
CN107700423A (en) * | 2017-11-13 | 2018-02-16 | 中交第三航务工程勘察设计院有限公司 | A kind of deep water soft soil foundation quay wall structure and its construction method |
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 |
-
2011
- 2011-03-10 CN CN2011200695394U patent/CN202031060U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106192880A (en) * | 2016-07-26 | 2016-12-07 | 东南大学 | The box harbour of L-type and method of construction thereof |
CN106192880B (en) * | 2016-07-26 | 2018-07-20 | 东南大学 | The box harbour of L-type and its method of construction |
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 |
CN107700423A (en) * | 2017-11-13 | 2018-02-16 | 中交第三航务工程勘察设计院有限公司 | A kind of deep water soft soil foundation quay wall structure and its construction method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111109 Termination date: 20130310 |