CN208183643U - A kind of dock structure taking into account large ship and heavy mail mast and hanging - Google Patents
A kind of dock structure taking into account large ship and heavy mail mast and hanging Download PDFInfo
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- CN208183643U CN208183643U CN201720526647.7U CN201720526647U CN208183643U CN 208183643 U CN208183643 U CN 208183643U CN 201720526647 U CN201720526647 U CN 201720526647U CN 208183643 U CN208183643 U CN 208183643U
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- mast
- pier
- stringer
- foundation
- track
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
The utility model discloses a kind of dock structure taking into account large ship and heavy mail mast and hanging, including longitudinal beam panel structure system, mast hang foundation pier structural system, connection contignation system, are that berthing facility, track and anchor system, mast hang supporting leg anchor system.Six systems, work compound, it is whole to bear the advantages of ship load, track handling facilities load and mast hang load, give full play to longitudinal contignation, pier formula structure, it can cooperate in terms of structure stress, horizontal layout, advantage and relatively good promotional value with solving practical problems.Subsystems cooperative bearing bears the load under different work operating condition, gives full play to the bearing capacity of all pile foundations, greatly save project cost；By design type of longitudinal beam slab in conjunction with pier formula, the specific location that can be hung according to mast hangs basis using mast and then replaces segment terminal space, saves the platform area of pile foundation quantity, superstructure.
Description
Technical field
The utility model relates to a kind of dock structure, in particular to a kind of harbour taking into account large ship and heavy mail mast and hanging
Structure belongs to port engineering field.
Background technique
Long piled wharf is a kind of wharf structure generallyd use, the soft soil foundation thicker suitable for Soft Soil Layer.High stake
Harbour is structurally characterized in that stress is clear, structure is simple；It is able to bear biggish vertically and horizontally load；To sand material dosage compared with
It is few；Cancelled structure is smaller on the influence of Engineering Zone fluidised form, and suffered wave force is smaller；Wharf apron mud face, which is backbreak and washed away, to be had
Certain adaptability.Long piled wharf is mainly made of superstructure, pile foundation, pier facilities and possible shore approach structure.Commonly
High pile pier structure pattern includes beam and slab type, chainless drives formula, truss-like, pier formula and Flexible Breasting Dolphin etc..According to harbour rear port
(factory) area's functional localization and construction operation requirement, often have heavy mail equipment, cargo handling transportation demand, mostly specially to build heavy mail
Harbour is as solution.For coastline resource, investment reduction consideration is saved, conventional goods harbour subrange takes into account heavy mail code
Head is also relatively conventional horizontal layout form.In loading and unloading capacity, large ship berthing generates greater level load, general same
When need large-scale track equipment；Larger heavy mail handling are hung compared with frequently with mast.In structure design, large ship is by ship platform and again
Part loading/unloading platform need to use absolute construction, be respectively subjected to biggish ship horizontal loading and track equipment load and biggish mast
Hang vertical load.A variety of high pile-type formulas can be used by ship platform, mast hangs basis and mostly uses piled estabilishing structure.But for
Cargo berth takes into account the structure design of heavy mail harbour, and separated structure can generate relative displacement between structure, sets to conventional goods handling
Standby and mast hangs arrangement and there is limitation.In addition, structure basis cannot cooperate with bearing load, structure pile foundation quantity is caused to increase.
Utility model content
In view of it is above-mentioned take into account the terminal designs that large ship and heavy mail mast are hung when, traditional separate structure it is unfavorable it
Locate, the utility model aim is to provide a kind of high-pill Structure pattern of novel integral, that is, takes into account large ship and heavy mail mast
Dock structure of the longitudinal beam slab that bar is hung in conjunction with pier formula the shortcomings that for overcoming traditional separate structure, well adapts to big
The technique requirement that type ship berthing, handling operation and the lifting of heavy mail mast are unloaded, saves engineering pile foundation quantity.
In order to solve the above-mentioned technical problem, the utility model provides the following technical solution:
The utility model provides a kind of dock structure taking into account large ship and heavy mail mast and hanging, including longitudinal beam is hardened
Structure system, mast hang foundation pier structural system, connection contignation system, are that berthing facility, track and anchor system, mast hang branch
Leg anchor system, longitudinal beam panel structure system include: pile foundation A, stringer system A, crossbeam system A, integral panels system A, described vertical
Girder system A is connected as main stress system and pile foundation A casting, is disposed with the track and anchor system, the crossbeam thereon
It is connection structure of the A between the stringer system A, the stringer system A is held on using prefabrication cast-in-place superposed type or full cast-type
On, the integral panels system A is held on the crossbeam system A and the stringer using prefabrication cast-in-place superposed type or full cast-type
It is the top of A；The mast hangs that foundation pier structural system includes: pile foundation B, mast hangs preceding foundation pier, mast hangs rear foundation pier；Institute
State mast hang preceding foundation pier and the mast to hang rear foundation pier be cast-in-place pier formula, be located on rear side of longitudinal beam panel structure system；
The connection contignation system includes: pile foundation C, stringer system B, crossbeam system B, integral panels system B；The connection contignation system peace
Preceding foundation pier is hung loaded on the mast and the mast is hung between rear foundation pier, and the stringer system B is as main stress system and institute
Pile foundation C casting connection is stated, is disposed with the track and anchor system, company of the crossbeam system B between the stringer system B thereon
Binding structure is held on the stringer system B using prefabrication cast-in-place superposed type or full cast-type, and the integral panels system B is used
Prefabrication cast-in-place superposed type or full cast-type are held on the top of the crossbeam system B and the stringer system B；System's berthing facility packet
It includes: rubber fender, bollard；The rubber fender is ship berthing facility, and the bollard is ship mooring facility, the rubber
Glue fender and the bollard are both secured on the outermost side girder of stringer system A of longitudinal beam panel structure system；The track
And anchor system includes: preceding track, middle orbit, rear track；The preceding track, the middle orbit and the rear track are uniformly distributed
Before the stringer system A and the mast are hung on foundation pier；The mast hang supporting leg anchoring system include: front leg strut, rear support leg,
Windproof support；The front leg strut and the rear support leg use the public base of pre embedded bolt system to hang preceding base with the mast respectively
Plinth pier, the mast hang rear foundation pier connection, and the radix saposhnikoviae support is embedded in the longitudinal beam panel structure and fastens.
As a kind of optimal technical scheme of the utility model, the pile foundation A, the pile foundation B and the pile foundation C are mixed
Solidifying soil stake or steel-pipe pile or bored concrete pile.
As a kind of optimal technical scheme of the utility model, the rubber fender and the bollard are all made of pre-buried spiral shell
The mode that lever system is connect with rear installing component is fixed on the outermost side girder of stringer system A of longitudinal beam panel structure system.
The utility model beneficial effect achieved is: harbour is using longitudinal beam slab in conjunction with pier formula in the utility model
Structure, subsystems cooperative bearing bear the load under different work operating condition, give full play to the bearing capacity of all pile foundations, greatly
It is big to save project cost；By design type of longitudinal beam slab in conjunction with pier formula, the specific location that can be hung according to mast utilizes mast
Bar hangs basis and then replaces segment terminal space, saves the platform area of pile foundation quantity, superstructure；Harbour is longitudinally main stress
Structure hangs basic pier in conjunction with mast, can be convenient the equipment requirement for arranging different gauges, greatly improve harbour adaptability and
Flexibility；Mast hangs forward and backward supporting leg and windproof support, is laid on an overall structure body, solves separate structure generation
Displacement difference.
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 structural schematic diagram of the utility model；
In figure: 101, pile foundation A；102, stringer system A；103, crossbeam system A；104, integral panels system A；201, pile foundation B；
202, mast hangs preceding foundation pier；203, mast hangs rear foundation pier；301, pile foundation C；302, stringer system B；303, crossbeam system B；304,
Integral panels system B；401, rubber fender；402, bollard；501, preceding track；502, middle orbit；503, rear track；601, preceding
Supporting leg；602, rear support leg；603, windproof support.
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.
Embodiment 1
As shown in Figure 1, the utility model provides a kind of dock structure taking into account large ship and heavy mail mast and hanging, including
Longitudinal beam panel structure system, mast hang foundation pier structural system, connection contignation system, are berthing facility, track and anchoring system
System, mast hang supporting leg anchor system, and longitudinal beam panel structure system includes: pile foundation A101, stringer system A102, crossbeam system A103, whole
Body panel A104, stringer system A102 are connected as main stress system and pile foundation A101 casting, are disposed with track and anchoring thereon
System, connection structure of the crossbeam system A103 between stringer system A102, is held on using prefabrication cast-in-place superposed type or full cast-type
On stringer system A102, integral panels system A104 is held on crossbeam system A103 using prefabrication cast-in-place superposed type or full cast-type and indulges
The top of girder system A102；It includes: pile foundation B201, after mast hangs preceding foundation pier 202, mast is hung that mast, which hangs foundation pier structural system,
Foundation pier 203；Mast hangs preceding foundation pier 202 and mast hangs rear foundation pier 203 as cast-in-place pier formula, is located at longitudinal beam panel structure system
Rear side；Connecting contignation system includes: pile foundation C301, stringer system B302, crossbeam system B303, integral panels system B304；Attachment beam
Hardened structure system is installed on that mast hangs preceding foundation pier 202 and mast is hung between rear foundation pier 203, and stringer system B302 is as main stress body
System connects with pile foundation C301 casting, is disposed with track and anchor system, company of the crossbeam system B303 between stringer system B302 thereon
Binding structure is held on stringer system B302 using prefabrication cast-in-place superposed type or full cast-type, and integral panels system B304 is using pre-
It makes cast-in-place superposed type or full cast-type is held on the top of crossbeam system B303 and stringer system B302；It is berthing facility include: rubber
Fender 401, bollard 402；Rubber fender 401 is ship berthing facility, and bollard 402 is ship mooring facility, rubber fender
401 and bollard 402 be both secured on the outermost side girder of stringer system A102 of longitudinal beam panel structure system；Track and anchoring system
System includes: preceding track 501, middle orbit 502, rear track 503；Preceding track 501, middle orbit 502 and rear track 503 are uniformly distributed in
Before stringer system A102 and mast are hung on foundation pier 202；Mast, which hangs supporting leg anchoring system, to be included: front leg strut 601, rear support leg 602, prevents
Wind support 603；Front leg strut 601 and rear support leg 602 use the public base of pre embedded bolt system to hang preceding foundation pier with mast respectively
202, mast hangs rear foundation pier 203 and connects, and windproof support 603 is embedded in longitudinal beam panel structure and fastens.
Pile foundation A101, pile foundation B201 and pile foundation C301 are concrete-pile or steel-pipe pile or bored concrete pile.Rubber fender 401 and it is
The mode that pre embedded bolt system is connect with rear installing component that ship column 402 is all made of is fixed on the stringer system of longitudinal beam panel structure system
On the outermost side girder of A102.
Concrete operating principle:
(1) pile foundation (101 and 201 and 301) construction is completed.Preferably, can be selected according to different geological conditions prefabricated
Concrete-pile, steel-pipe pile, bored concrete pile (embedded rock pile)；
(2) the layering lower layer casting of longitudinal girder system (102 He or 302) and pier (202,203) is carried out.
(3) it completes crossbeam system (103 and or 303), it can be according to different situations using prefabrication cast-in-place superposed type or complete cast-in-place
Formula is held on stringer system (102 and or 302) and pier (202,203).
(4) it completes integral panels system (104 and or 304), it can be according to different situations using prefabrication cast-in-place superposed type or complete existing
Pour formula.
(5) it completes to carry out longitudinal girder system (102 He or 302) and the layering upper layer of pier (202,203) is poured.Ying Jie
Collaboration berthing facility, track and anchor system and the mast hang supporting leg anchoring system etc. and carry out pre-buried casting.
When harbour carries out the berthing operation of large ship system, rubber fender 401 and bollard 402 are hardened by longitudinal beam
Horizontal loading is transferred to total by structure system, and track and anchor system pass through longitudinal beam panel structure system for the vertical lotus of equipment
Load is transferred to total, so that undertaking external loads based on whole pile foundations (101,201,301).Work is unloaded in mast lifting
When industry, mast hangs supporting leg anchoring system and load action is hung basic pier (202,203) in mast and passes through longitudinal contignation
System is transferred to total, so that undertaking external loads based on whole pile foundations (101,201,301).This structural model
It need to be calculated using space overall model.
For six systems described in the utility model, work compound is whole to bear ship load, track handling facilities lotus
The advantages of hanging load with mast, give full play to longitudinal contignation, pier formula structure is carried, in terms of structure stress, horizontal layout
It can cooperate, advantage and relatively good promotional value with solving practical problems.
The utility model beneficial effect achieved is: harbour is using longitudinal beam slab in conjunction with pier formula in the utility model
Structure, subsystems cooperative bearing bear the load under different work operating condition, give full play to the bearing capacity of all pile foundations, greatly
It is big to save project cost；By design type of longitudinal beam slab in conjunction with pier formula, the specific location that can be hung according to mast utilizes mast
Bar hangs basis and then replaces segment terminal space, saves the platform area of pile foundation quantity, superstructure；Harbour is longitudinally main stress
Structure hangs basic pier in conjunction with mast, can be convenient the equipment requirement for arranging different gauges, greatly improve harbour adaptability and
Flexibility；Mast hangs forward and backward supporting leg and windproof support, is laid on an overall structure body, solves separate structure generation
Displacement difference.
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 (3)
1. basis is hung by a kind of dock structure taking into account large ship and heavy mail mast and hanging, including longitudinal beam panel structure system, mast
Pier structure system, is that berthing facility, track and anchor system, mast hang supporting leg anchor system, feature at connection contignation system
It is, longitudinal beam panel structure system includes: pile foundation A (101), stringer system A (102), crossbeam system A (103), integral panels system
A (104), the stringer system A (102) connect as main stress system and the pile foundation A (101) casting, are disposed with thereon described
Track and anchor system, connection structure of the crossbeam system A (103) between the stringer system A (102), using prefabrication cast-in-place
Superposed type or full cast-type are held on the stringer system A (102), and the integral panels system A (104) is folded using prefabrication cast-in-place
Box-like or full cast-type is held on the top of the crossbeam system A (103) and the stringer system A (102)；
It includes: basis after pile foundation B (201), mast hang preceding foundation pier (202), mast is hung that the mast, which hangs foundation pier structural system,
Pier (203)；The mast hangs preceding foundation pier (202) and the mast hangs rear foundation pier (203) as cast-in-place pier formula, is located at described vertical
To on rear side of contignation system；
The connection contignation system includes: pile foundation C (301), stringer system B (302), crossbeam system B (303), integral panels system B
(304)；The connection contignation system is installed on that the mast hangs preceding foundation pier (202) and the mast hangs rear foundation pier
(203) between, the stringer system B (302) connects as main stress system and the pile foundation C (301) casting, arranges thereon
State track and anchor system, connection structure of the crossbeam system B (303) between the stringer system B (302), using prefabricated existing
It pours superposed type or full cast-type is held on the stringer system B (302), the integral panels system B (304) uses prefabrication cast-in-place
Superposed type or full cast-type are held on the top of the crossbeam system B (303) and the stringer system B (302)；
System's berthing facility includes: rubber fender (401), bollard (402)；The rubber fender (401) is ship berthing
Facility, the bollard (402) are ship mooring facility, and the rubber fender (401) and the bollard (402) are both secured to
On stringer system A (102) outermost side girder of longitudinal beam panel structure system；
The track and anchor system include: preceding track (501), middle orbit (502), rear track (503)；The preceding track
(501), the middle orbit (502) and it is described after track (503) be uniformly distributed in the stringer system A (102) and the mast is hung
On preceding foundation pier (202)；
It includes: front leg strut (601), rear support leg (602), windproof support (603) that the mast, which hangs supporting leg anchoring system,；Branch before described
Leg (601) and the rear support leg (602) use the public base of pre embedded bolt system to hang preceding foundation pier with the mast respectively
(202), the mast hangs rear foundation pier (203) connection, and the radix saposhnikoviae support (603) is embedded in longitudinal beam panel structure system
On.
2. a kind of dock structure taking into account large ship and heavy mail mast and hanging according to claim 1, which is characterized in that institute
Stating pile foundation A (101), the pile foundation B (201) and the pile foundation C (301) is concrete-pile or steel-pipe pile or bored concrete pile.
3. a kind of dock structure taking into account large ship and heavy mail mast and hanging according to claim 1, which is characterized in that institute
It states rubber fender (401) and the bollard (402) is all made of the mode that pre embedded bolt system is connect with rear installing component and fixes
In on stringer system A (102) outermost side girder of longitudinal beam panel structure system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720526647.7U CN208183643U (en) | 2017-05-12 | 2017-05-12 | A kind of dock structure taking into account large ship and heavy mail mast and hanging |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720526647.7U CN208183643U (en) | 2017-05-12 | 2017-05-12 | A kind of dock structure taking into account large ship and heavy mail mast and hanging |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208183643U true CN208183643U (en) | 2018-12-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720526647.7U Expired - Fee Related CN208183643U (en) | 2017-05-12 | 2017-05-12 | A kind of dock structure taking into account large ship and heavy mail mast and hanging |
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| CN (1) | CN208183643U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109371900A (en) * | 2018-12-05 | 2019-02-22 | 四川港航建设工程有限公司 | Pile composite support type frame harbour and construction method |
| CN109930474A (en) * | 2019-04-04 | 2019-06-25 | 中交第三航务工程勘察设计院有限公司 | A kind of connected structure for pile foundation type trestle and barrel type basis |
| CN114922130A (en) * | 2022-02-09 | 2022-08-19 | 中国电力工程顾问集团东北电力设计院有限公司 | Connecting type mast hoisting piece stacking head structure |
| CN118087449A (en) * | 2024-04-28 | 2024-05-28 | 中交第一航务工程局有限公司 | High pile wharf construction method based on sand blowing and filling bags |
-
2017
- 2017-05-12 CN CN201720526647.7U patent/CN208183643U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109371900A (en) * | 2018-12-05 | 2019-02-22 | 四川港航建设工程有限公司 | Pile composite support type frame harbour and construction method |
| CN109930474A (en) * | 2019-04-04 | 2019-06-25 | 中交第三航务工程勘察设计院有限公司 | A kind of connected structure for pile foundation type trestle and barrel type basis |
| CN114922130A (en) * | 2022-02-09 | 2022-08-19 | 中国电力工程顾问集团东北电力设计院有限公司 | Connecting type mast hoisting piece stacking head structure |
| CN118087449A (en) * | 2024-04-28 | 2024-05-28 | 中交第一航务工程局有限公司 | High pile wharf construction method based on sand blowing and filling bags |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181204 Termination date: 20210512 |
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| CF01 | Termination of patent right due to non-payment of annual fee |