CN202000306U - All-straight-pile wharf structure - Google Patents
All-straight-pile wharf structure Download PDFInfo
- Publication number
- CN202000306U CN202000306U CN2011200445079U CN201120044507U CN202000306U CN 202000306 U CN202000306 U CN 202000306U CN 2011200445079 U CN2011200445079 U CN 2011200445079U CN 201120044507 U CN201120044507 U CN 201120044507U CN 202000306 U CN202000306 U CN 202000306U
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- pile foundation
- pile
- foundation
- syndeton
- wharf
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Abstract
The utility model discloses an all-straight-pile wharf structure, which consists of a pile foundation, an upper structure, a connecting structure, a bank slope structure and a foundation, wherein the wharf structure is provided with the connecting structure for connecting the pile foundation with the upper structure into a whole; the connecting structure consists of a foundation beam, an upright post and a brace rod; the foundation beam of the connecting structure is arranged below the water line of a usage period; the foundation beam, the upright post and the brace rod of the connecting structure can adopt concrete structures as well as steel structures; and the foundation beam can adopt a beam structure as well as a cushion cap structure. The wharf structure is constructed under a water-free condition, and a wharf and a harbor basin are formed by draining after construction. By adopting the all-straight-pile wharf structure, the free length of the pile foundation is reduced, and the horizontal resistance and rigidity of the wharf structure are enhanced.
Description
Technical field
The utility model relates to a kind of complete straight stake dock structure.
Background technology
A complete straight stake dock structure is used widely in port works, and its advantage is aspects such as simple in structure, construction equipment is simple and easy, and its shortcoming is that the pile foundation drift is big, the horizontal rigidity of structure is smaller, the bending moment ratio of pile foundation and crossbeam is bigger.
Complete straight stake dock structure generally is made up of pile foundation, superstructure, bank slope structure, harbour ancillary facility.Pile foundation has various ways such as steel pipe pile, concrete pile, socketed pile, and pile foundation construction can adopt piling to throw pile foundation into ground, also can adopt castinplace pile that pile foundation is cast in the ground.
The pile foundation major part of common complete straight stake harbour is positioned under water, adopts syndeton that pile foundation is connected to form space frame structure or the bigger constructional difficulties of plane frame structure existence, and engineering is used and is subjected to limit value.
At present, adopt and fill formation land, cofferdam, or directly utilize favourable orographic condition, build dock structure under the anhydrous situation in land, " dry work method " the worker's method that forms harbour and basin that discharges water after dock structure is completed is promoted application." dry work method " worker's method, be arranged on ground above pile foundation and syndeton and can not having site operation under the situation of water, pile foundation more than ground and syndeton adopt concrete structure, can cast on-site form, also can form integral body by prefabricated installation back cast joint concrete, adopt perhaps that steel structure member is installed at the scene, welding, anticorrosion, form syndeton, construction realizes easily.
Complete straight stake harbour adopts syndeton that pile foundation is connected to form space frame structure or plane frame structure, has improved the stress of structure, and structure reactance strengthens, and result of use is good, and construction investment is saved.
For this reason, we are at water project, and the construction feasibility that " dry work method " worker's method of utilization is brought proposes a kind of complete straight stake dock structure.
Summary of the invention
In order to improve the stress of complete straight stake dock structure, improve structure level drag and horizontal rigidity, the invention provides a kind of complete straight stake dock structure.
In order to achieve the above object, the technical solution used in the present invention is that complete straight stake dock structure is made up of pile foundation, superstructure, syndeton, bank slope structure and ground, dock structure is provided with syndeton pile foundation and superstructure is connected to form integral body, syndeton is made up of grade beam, column, strut, the grade beam of syndeton is arranged on below the operating period waterline, reduce the drift of pile foundation thus, improve the horizontal drag and the rigidity of dock structure.
The grade beam of syndeton, column, strut can adopt concrete structure, also can adopt steel work.Grade beam also can adopt suspended deck structure.
Dock structure is constructed under anhydrous condition, and discharging water after construction is finished forms harbour and basin.
The beneficial effects of the utility model reduce the drift of pile foundation, improve the horizontal drag and the rigidity of dock structure.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further specified.
Fig. 1 is complete straight stake harbour typical transverse profile;
Fig. 2 is a vertically profile of complete straight stake harbour typical case;
Fig. 3 is complete straight stake harbour transverse cross (form one);
Fig. 4 is complete straight stake harbour transverse cross (form two);
Fig. 5 is complete straight stake harbour transverse cross (form three);
Fig. 6 is the complete straight stake vertical profile of harbour (form one);
Fig. 7 is complete straight stake harbour profile (pier form).
Among the figure: 1. dock structure, 2. pile foundation, 3. superstructure, 4. longeron, 5. crossbeam, 6. panel, 7. fender, 8. bank slope structure, 9. retaining wall, 10. rear filler, 11. ground surface protection structures, 12. stone foundations, 13. harbour bottom surface lines, 14. ground, 15. operating period waterlines, 16. excavation lines, 17. syndetons, 18. grade beam, 19. columns, 20. struts, 21. backfills, 22. the grade beam turning point, 23. piers, cushion cap on 24., 25. times cushion caps.
The specific embodiment
Fig. 1 represents complete straight stake harbour typical transverse profile.Dock structure (1) is made up of pile foundation (2), superstructure (3), bank slope structure (8) and ground (14).Pile foundation (2) can have various ways such as steel pipe pile, concrete pile, socketed pile, and the construction of pile foundation (2) can adopt piling to throw pile foundation (2) into ground (14), also can adopt castinplace pile that pile foundation (2) is cast in ground (14) lining.Superstructure (3) by can longeron (4), crossbeam (5), panel (6) form.Superstructure (3) also can be made up of panel (6) and longeron (4), also can be made up of panel (6) and crossbeam (5), also can be made up of panel (6).Superstructure (3) is equipped with fender (7).Bank slope structure (8) is made up of retaining wall (9), rear filler (10), ground surface protection structure (11), piece stone foundation (12).Harbour bottom surface line (13), operating period waterline (5), excavation line (16) are as shown in the figure.
Fig. 2 represents vertically profile of complete straight stake harbour typical case.Arrange pile foundation (2) below the crossbeam (5), between crossbeam (5) and the crossbeam (5), arrange that longeron (4) connects, and arranges panel (6) between longeron (4) and the crossbeam (5).The radical of longeron (4) and crossbeam (5) and position are determined as required.At the top of ground (14) bank slope structure (8) can be set, omit among the figure.Other explanations are referring to Fig. 1.
Fig. 3 represents complete straight stake harbour profile (form one).Dock structure (1) is made up of pile foundation (2), superstructure (3), syndeton (17), bank slope structure (8) and ground (14).Dock structure (1) is provided with syndeton (17) pile foundation (2) and superstructure (3) is connected to form an integral body.Syndeton (17) is made up of grade beam (18), column (19), strut (20).Grade beam (18) is arranged on below the operating period waterline (5).Grade beam (18), column (19), strut (20) adopt concrete structure, integral body of cast-in-place formation.The lower end of column (19) and strut (20) is connected with grade beam (18), and the upper end is connected with crossbeam (5) or longeron (4).Grade beam (18) connects can coupling part pile foundation (2), and what pile foundation (2) drift was short can not be connected with grade beam (18).Grade beam (18) also can connect whole pile foundations (2).The quantity and the position of the strut (20) of syndeton (17) can be adjusted as required.Syndeton (17) can be arranged in bank slope structure (8) above, also can partly be arranged in the bank slope structure (8).Column (19) can adopt and the identical structure of pile foundation (2).Fig. 1 is seen in other explanations.
Fig. 4 represents complete straight stake harbour transverse cross (form two).Syndeton (17) is made up of grade beam (18), column (19), strut (20).Grade beam (18) has turnover at grade beam turning point (22), and grade beam (18) has one section to be embedded in the backfill (21) and to be connected with pile foundation (2), to reduce the drift of pile foundation (2), the drag of improving the standard.Grade beam turning point (22) is arranged on the position of pile foundation (2).Other explanations are referring to Fig. 3.
Fig. 5 represents complete straight stake harbour transverse cross (form three).Represent among the figure that pile foundation (2) and syndeton (17) adopt the situation of steel work.Pile foundation (2) adopts steel pipe pile, grade beam (18), column (19), strut (20) adopt steel pipe, grade beam (18), column (19), strut (20) also can adopt formed steel construction, pile foundation (2), grade beam (18), column (19), strut (20) form integral body by the welding of joint, and carry out anti-corrosion treatment.The detail drawing of joint of steel structure structure and welding omits.Other explanations are referring to Fig. 3.
Fig. 6 represents the complete straight stake vertical profile of harbour (form one).Syndeton (17) is made up of grade beam (18), column (19), strut (20).Grade beam (18), column (19), strut (20), longeron (4) constitute a trussed construction.Harbour is syndeton (17) longitudinally, can arrange row on harbour, also can arrange multiple row.The drift of harbour rear pile foundation (2) is smaller, also can not arrange harbour syndeton (17) longitudinally.Other explanations are referring to Fig. 3.
Fig. 7 is complete straight stake harbour profile (pier form).This figure represents the structure chart of pier (23).As a kind of form of the structure of dock structure (1), pier (23) by pile foundation (2), down cushion cap (25), syndeton (17), go up cushion cap (24), bank slope structure (8) and ground (14) and form.Following cushion cap (25), last cushion cap (24), syndeton (17) adopt concrete structure.Column (19) and strut (20) can adopt the disjoint arrangement form in space, and strut (20) can be arranged in the back of column (19), as shown in the figure.Pier (23) vertically, laterally similar to this section, can be with reference to this figure.Other explanations are referring to Fig. 1～Fig. 6.
Claims (1)
1. a complete straight stake dock structure is made up of pile foundation, superstructure, syndeton, bank slope structure and ground, it is characterized in that: dock structure is provided with syndeton pile foundation and superstructure is connected to form integral body, syndeton is made up of grade beam, column, strut, and the grade beam of syndeton is arranged on below the operating period waterline.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200445079U CN202000306U (en) | 2011-02-17 | 2011-02-17 | All-straight-pile wharf structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200445079U CN202000306U (en) | 2011-02-17 | 2011-02-17 | All-straight-pile wharf structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202000306U true CN202000306U (en) | 2011-10-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200445079U Expired - Lifetime CN202000306U (en) | 2011-02-17 | 2011-02-17 | All-straight-pile wharf structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202000306U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103255742A (en) * | 2013-05-23 | 2013-08-21 | 天津港航工程有限公司 | Frame wall pile type wharf |
| CN108978583A (en) * | 2018-09-27 | 2018-12-11 | 胡长军 | A kind of high pile pier structure |
| CN111173020A (en) * | 2020-02-24 | 2020-05-19 | 东南大学 | Pushing device and method for improving horizontal bearing performance of low bearing platform |
| CN111188314A (en) * | 2020-03-10 | 2020-05-22 | 中交第四航务工程勘察设计院有限公司 | Take full vertical pile wharf structure of horizontal stay restraint |
-
2011
- 2011-02-17 CN CN2011200445079U patent/CN202000306U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103255742A (en) * | 2013-05-23 | 2013-08-21 | 天津港航工程有限公司 | Frame wall pile type wharf |
| CN108978583A (en) * | 2018-09-27 | 2018-12-11 | 胡长军 | A kind of high pile pier structure |
| CN111173020A (en) * | 2020-02-24 | 2020-05-19 | 东南大学 | Pushing device and method for improving horizontal bearing performance of low bearing platform |
| CN111188314A (en) * | 2020-03-10 | 2020-05-22 | 中交第四航务工程勘察设计院有限公司 | Take full vertical pile wharf structure of horizontal stay restraint |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20111005 |
|
| CX01 | Expiry of patent term |