CN113005986A - Novel many function combination system maritime work structure - Google Patents
Novel many function combination system maritime work structure Download PDFInfo
- Publication number
- CN113005986A CN113005986A CN202110268854.8A CN202110268854A CN113005986A CN 113005986 A CN113005986 A CN 113005986A CN 202110268854 A CN202110268854 A CN 202110268854A CN 113005986 A CN113005986 A CN 113005986A
- Authority
- CN
- China
- Prior art keywords
- berthing
- close
- piles
- wave
- cross beams
- Prior art date
- 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.)
- Pending
Links
- 230000000903 blocking effect Effects 0.000 claims abstract description 23
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 13
- 238000012423 maintenance Methods 0.000 claims abstract description 6
- 239000010410 layer Substances 0.000 claims description 48
- 239000002344 surface layer Substances 0.000 claims description 6
- 238000002360 preparation method Methods 0.000 claims description 3
- 238000013461 design Methods 0.000 description 7
- 230000005540 biological transmission Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 5
- 238000011112 process operation Methods 0.000 description 4
- 238000011161 development Methods 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000009991 scouring Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/068—Landing stages for vessels
Abstract
The invention relates to a novel multifunctional combined system marine structure, which comprises: a sea side wave-blocking system, a lower layer system, a berthing system and an upper layer wharf operation platform system inside the port; the sea side wave blocking system is formed by arranging a plurality of close-packed piles at equal intervals, rib plates are arranged on two sides of the close-packed piles, the tops of the close-packed piles are connected into a whole by adopting longitudinal beams, reverse arc retaining walls are arranged on the longitudinal beams, and wave blocking plates are arranged below the reverse arc retaining walls; a plurality of water permeable holes are arranged on the sea side of the longitudinal beam; a bottom protection structure is arranged on the mud surface of the close-packed pile; the harbor inner side is a double-layer frame combined structure, the lower layer system and the berthing system are provided with a plurality of cross beams and densely arranged piles to form a whole, longitudinal beams are arranged at two ends and in the middle of the cross beams to form a beam lattice structure, the beam lattice structure can be used as a lower layer traffic and maintenance channel, a plurality of rows of pile foundations with different slopes are arranged below the beam lattice structure, a plurality of rows of pile foundations are distributed along the length direction of the cross beams, the cross beams in the harbor inner side are provided with berthing components and are used as wave blocking plates, and the berthing auxiliary facilities and the safety facilities.
Description
Technical Field
The invention relates to the field of civil engineering construction, in particular to a novel multifunctional combined system marine structure.
Background
With the development of large-scale ships and the continuous large-scale development and utilization of natural resources on the coast, excellent harbor resources are used up, so that newly-built harbors have to be developed to sea areas with poor shielding conditions, and the construction of wharfs in open sea with water depth, large waves and complex geological conditions is an inevitable trend. The existing port design is designed to ensure the operation time and operation safety of ships and the safety of wharf structures, a breakwater is usually designed to form a good shielding condition, and the wharf is separated from the breakwater to reduce the influence of the breakwater overtopping waves and wave force on the wharf, so that the port engineering construction cost is high. The conventional slope type breakwater and vertical caisson breakwater bodies are of solid structures, the wave blocking effect is good, the requirement of wave-crossing amount can be met by adjusting the elevation of the breakwater top, the demand on building materials such as sand, stone and concrete is high, excavation or foundation treatment is often needed in areas with poor geological conditions, and the construction of the island type breakwater in the open sea is particularly difficult. The slope type breakwater is difficult to be used as a wharf, and a wharf structure is required to be additionally designed; the inner side of the vertical caisson breakwater can be used as a wharf berth, but the wharf has the requirements on the wave-crossing amount and the platform width, so the caisson is large in size and high in manufacturing cost. At present, with the development of the pile foundation open type breakwater technology, a new direction is provided for optimizing the design of the breakwater under the complex environment. However, the conventional pile foundation permeable breakwater considers the combination of a pile foundation and a breakwater, is suitable for projects with small wave periods and wave heights, has poor wave blocking effect on sea areas with medium-long period waves or big waves, and requires the bottom elevation of the breakwater to be close to the original mud surface so as to meet the requirement of small wave transmission, so that the size of the breakwater is large, the wave load borne by the breakwater is increased, the integral structure needs to be reinforced, the construction and installation are difficult, and the manufacturing cost is high. In addition, in order to avoid the influence of wave crossing and water level change on wharf operation, the elevation of the wharf surface is generally set higher, so that the ship is difficult to berth; on the other hand, the internal force of the pile foundation is increased, the structure is enhanced, and the engineering cost is increased.
Disclosure of Invention
The invention overcomes the defects of the prior art and provides a novel multifunctional combined system marine structure.
2. In order to achieve the purpose, the invention adopts the technical scheme that: a novel many function combination system marine structure includes: a sea side wave-blocking system, a lower layer system, a berthing system and an upper layer wharf operation platform system inside the port; it is characterized in that the preparation method is characterized in that,
the sea side wave blocking system is formed by arranging a plurality of close-packed piles at equal intervals, rib plates are arranged on two sides of the close-packed piles, the tops of the close-packed piles are connected into a whole by adopting longitudinal beams, reverse arc retaining walls are arranged on the longitudinal beams, and wave blocking plates are arranged below the reverse arc retaining walls; a plurality of water permeable holes are arranged on the sea side of the longitudinal beam; a bottom protection structure is arranged on the mud surface of the close-packed pile;
the inner side of the port is a double-layer frame combined structure of a lower layer system, a berthing system and an upper wharf operation platform system, the lower layer system and the berthing system are provided with a plurality of cross beams which form a whole with densely arranged piles, longitudinal beams are arranged at two ends and in the middle of the cross beams to form a beam lattice structure, the beam lattice structure can be used as a lower layer traffic and maintenance channel, a plurality of rows of pile foundations with different slopes are arranged below the beam lattice structure, a plurality of rows of pile foundations are distributed along the length direction of the cross beams, a berthing member is arranged on the cross beam on the inner side of the port and also used as a wave blocking plate, and;
the upper wharf operation platform system is of a beam plate structure and is connected with the lower beam lattice structure through a plurality of stand columns, the stand columns are distributed along the length direction of the cross beams, the tops of the stand columns are provided with upper cross beams, the tops of the upper cross beams are provided with prefabricated panels, and the tops of the prefabricated panels are provided with cast-in-place surface layers.
In a preferred embodiment of the invention, the system comprises a sea side wave-retaining system, an inboard lower layer system, a berthing system and an upper layer wharf operating platform system.
In a preferred embodiment of the invention, a plurality of close-packed piles at the sea side are arranged at equal intervals.
In a preferred embodiment of the invention, the top longitudinal beam of the close-packed piles is provided with an inverse arc retaining wall.
In a preferred embodiment of the invention, a bottom protection structure is arranged at the mud surface of the close-packed piles.
In a preferred embodiment of the present invention, the inner side of the port is a double-layer frame assembly structure of a lower layer wharf, a berthing system and an upper layer wharf operation platform system.
In a preferred embodiment of the present invention, the lower layer and the mooring system are in a beam lattice structure with longitudinal and transverse beams.
In a preferred embodiment of the invention, the harbor inner side beam is provided with a ship-leaning component which is also used as a breakwater.
In a preferred embodiment of the present invention, the upper wharf working platform is a beam plate structure and is connected to the lower beam lattice structure through a plurality of columns.
In a preferred embodiment of the invention, the columns are distributed along the length direction of the beam.
The invention solves the defects in the background technology, and has the following beneficial effects:
(1) the structure design is that a sea side dense row pile wave blocking system and a port inner side double-layer open type frame combined system are combined, the port operation requirement is combined, for extreme waves, the structural stability and safety requirements are met, the waves in the port are not controlled, the open structure of the first layer allows the waves to pass through and transmit so as to reduce the structural stress, and the height setting of the structure of the second layer considers the influence of the passing waves on process equipment; for waves during operation, the curtain structure of the first layer structure obstructs the waves to meet the wave height requirement of harbor operation. On the whole, the structural design concept is that the big waves are not blocked and the small waves are controllable, the structural stress is reduced on the basis of meeting the port operation time, and the structural design is optimized.
(2) Dense piles are arranged on the sea side of the structure and used for blocking wave transmission, so that the effective time and the operation safety of operation in a harbor are ensured; the structure pile foundation inside the harbor is used for resisting the load of the environment and the process operation. The upper structure of the first layer adopts a longitudinal and transverse beam lattice structure as a ship mooring structure, and the longitudinal and transverse beams can be used as a traffic and maintenance channel. In order to avoid the influence of wave overtopping and water level change of the ship, a two-layer platform is arranged as an operation platform. The mooring operation, the berthing operation and the wharf operation are respectively arranged on the two-layer platform, so that the operation interference and the safety of the process operation can be avoided.
(2) The structure sets up closely arranged pile foundation in the sea side, and pile foundation material, size, interval and slope can be adjusted according to wave condition and rear operation wave requirement. Aiming at projects with higher wave requirements in the harbor, wave blocking plates and rib plates can be additionally arranged to increase the wave blocking effect, and meanwhile, the ship-berthing components on the inner side of the harbor are considered to be also used as the wave blocking plates.
(3) The lower layer system and the berthing system on the inner side of the harbor are in a beam lattice structure and are provided with a plurality of rows of inclined piles or vertical piles to resist waves and upper operation loads and the like. The beam lattice structure is used as ship mooring and berthing structure, and has fender and fast mooring releasing hook or mooring post, and the longitudinal beam and the transverse beam may be widened locally for use as traffic and maintenance passage.
(4) The sea side longitudinal beam is provided with an inverse arc retaining wall to reduce the wave overtopping amount of waves. The inboard of harbour sets up the component of berthing on the ship, can reduce the wave transmission according to the wave requirement in harbour to double as the breakwater simultaneously. In order to further reduce the influence of wave overtopping and water level variation, a two-layer operation platform is arranged, a plurality of rows of stand columns are arranged on the cross beams, upper cross beams are poured on the stand columns, and then a prefabricated panel and a cast-in-place surface layer are constructed to form the upper operation platform.
Drawings
The invention is further illustrated with reference to the following figures and examples.
FIG. 1 is a schematic partial perspective view of a preferred embodiment of the present invention;
FIG. 2 is a schematic partial cross-sectional view of a preferred embodiment of the present invention;
FIG. 3 is a partial bottom view of the preferred embodiment of the present invention;
in the figure:
1. the device comprises close-packed piles, 2, pile foundations, 3, wave blocking plates, 4, reverse arc retaining walls, 5, longitudinal beams, 6, cross beams, 7, ship leaning members, 8, stand columns, 9, upper cross beams, 10, prefabricated panels, 11, cast-in-place surface layers, 12, fender boards, 13, quick release hooks, 14, water permeable holes, 15, rib plates, 16 and a bottom protection structure.
Detailed Description
In order that the above objects, features and advantages of the present invention can be more clearly understood, the present invention will be further described in detail with reference to the accompanying drawings and the detailed description, wherein the drawings are simplified schematic drawings and only the basic structure of the present invention is illustrated schematically, so that only the structure related to the present invention is shown, and it is to be noted that the embodiments and features of the embodiments in the present application can be combined with each other without conflict.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, but the present invention may be practiced in other ways than those specifically described herein, and therefore the scope of the present invention is not limited by the specific embodiments disclosed below.
In the description of the present application, it is to be understood that the terms "center," "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientation or positional relationship indicated in the drawings for convenience in describing the present application and for simplicity in description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed in a particular orientation, and be operated in a particular manner, and are not to be considered limiting of the scope of the present application. Furthermore, the terms "first," "second," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the invention, the meaning of "a plurality" is two or more unless otherwise specified.
In the description of the present application, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art through specific situations.
As shown in FIGS. 1-3, the invention discloses a marine structure overall structure schematic diagram of a novel multifunctional combined system.
Particularly, a novel many function combination system marine structure includes: a sea side wave-blocking system, a lower layer system, a berthing system and an upper layer wharf operation platform system inside the port; it is characterized in that the preparation method is characterized in that,
the sea side wave blocking system is formed by arranging a plurality of close-packed piles 1 at equal intervals, rib plates 15 are arranged on two sides of the close-packed piles 1, the tops of the close-packed piles 1 are connected into a whole by longitudinal beams 5, reverse arc retaining walls 4 are arranged on the longitudinal beams 5, and wave blocking plates 3 are arranged below the reverse arc retaining walls 4; a plurality of water permeable holes 14 are arranged on the sea side of the longitudinal beam; a bottom protection structure 16 is arranged on the mud surface of the close-packed pile 1;
the inner side of the port is a double-layer frame combined structure of a lower layer system, a berthing system and an upper layer wharf operation platform system, the lower layer system and the berthing system are provided with a plurality of cross beams 6 to form a whole with densely-arranged piles 1, the two ends and the middle of the cross beams 6 are provided with longitudinal beams 5 to form a beam lattice structure, the beam lattice structure can be used as a lower layer traffic and maintenance channel, a plurality of rows of pile foundations 2 with different slopes are arranged below the beam lattice structure, the plurality of rows of pile foundations 2 are distributed along the length direction of the cross beams 6, the cross beams 6 on the inner side of the port are provided with berthing components 7 which are also used as wave blocking plates, and are simultaneously provided with a mooring facility (a;
the upper wharf working platform system is of a beam plate structure and is connected with the lower beam lattice structure through a plurality of stand columns 8, the stand columns are distributed along the length direction of the cross beams 6, upper cross beams 9 are arranged at the tops of the stand columns, prefabricated panels 10 are arranged at the tops of the upper cross beams 9, and cast-in-place surface layers 11 are arranged at the tops of the prefabricated panels.
It should be noted that the structure adopts the design concept of 'big wave is not kept off, and small wave is controllable', reduces the structure stress on the basis of satisfying harbour operating time, optimizes structural design. Dense piles 1 are arranged on the sea side of the structure and used for blocking wave transmission, so that the effective time and the operation safety of operation in a harbor are ensured; the inboard structural pile foundation 2 of the port is used to resist environmental and process operating loads. The first layer of upper structure adopts a longitudinal beam 6 beam lattice structure as a ship mooring and berthing structure, and the longitudinal beam 6 can be used as an operation channel. In order to avoid the influence of wave overtopping and water level change of the ship, a two-layer platform is arranged as an operation platform. The mooring operation and the process operation are respectively arranged on the two layers of platforms, so that the operation interference and the safety of the process operation can be avoided, the close-packed piles 1 are arranged on the sea side, and the material, the size, the interval and the slope of the pile foundations can be adjusted according to the wave condition and the wave requirement of the rear operation. Aiming at the engineering with higher wave requirement in the harbor, a plurality of layers of wave blocking plates 3 and rib plates 15 can be additionally arranged to increase the wave blocking effect, and the water permeable holes 14 can avoid the influence of serious wave reflection and water vapor accumulation between the close-packed piles 1 and the wave blocking plates 3 on the structure safety and durability.
According to the embodiment of the invention, the system comprises a sea side wave-retaining system, an inboard lower layer system of a harbor, a berthing system and an upper layer wharf operation platform system.
According to the embodiment of the invention, a plurality of close-packed piles 1 on the sea side are arranged at equal intervals. .
In addition, the longitudinal and transverse beams 6 and the beam lattice structure at the rear side of the close-packed piles 1 are provided with a plurality of rows of pile foundations 2 to resist waves, upper operation loads and the like. The close-packed piles 1 and the pile foundations 2 are integrally connected by upper longitudinal beams 5 and cross beams 6 and are used as ship mooring and berthing structures, a fender 12 and a quick release hook 13 or a mooring post are arranged, and the longitudinal beams 5 and the cross beams 6 can be locally widened to be used as operation channels.
According to the embodiment of the invention, the top longitudinal beam 5 of the close-packed piles 1 is provided with the reverse arc retaining wall 4.
It should be noted that the sea side longitudinal beam 5 is provided with the reverse arc retaining wall 4 to reduce the overtopping amount of the waves. The inboard of harbour sets up the component of keeping on the ship 7 and is as the structure of keeping on the ship, can reduce the wave transmission according to the unrestrained requirement of harbour and double as breakwater 3. In order to further reduce the influence of wave overtopping and water level variation, a two-layer operation platform is arranged, concrete upright posts 8 are arranged on the cross beams 6, upper cross beams 9 are poured on the upright posts 8, and then a prefabricated panel 10 and a cast-in-place surface layer 11 are constructed to form an upper operation platform; in order to avoid scouring caused by wave reflection on the sea side and scouring of jet flow behind the close-packed piles 1, a bottom protecting structure 16 is arranged for protection.
According to the embodiment of the invention, a bottom protection structure 16 is arranged at the mud surface of the close-packed piles 1.
According to the embodiment of the invention, the inner side of the port is a double-layer frame combined structure of a lower layer wharf, a berthing system and an upper layer wharf operation platform system.
According to the embodiment of the invention, the lower layer system and the berthing system are of a longitudinal beam 6 beam lattice structure.
According to the embodiment of the invention, the harbour inner side beam is provided with a ship-alongside member 7 which also serves as a breakwater.
According to the embodiment of the invention, the upper wharf working platform system is of a beam plate structure and is connected with the lower beam lattice structure through a plurality of stand columns 8.
According to the embodiment of the invention, a plurality of upright posts 8 are distributed along the length direction of the cross beam 6.
In light of the foregoing description of the preferred embodiment of the present invention, it is to be understood that various changes and modifications may be made by one skilled in the art without departing from the spirit and scope of the invention. The technical scope of the present invention is not limited to the content of the specification, and must be determined according to the scope of the claims.
Claims (10)
1. A novel many function combination system marine structure includes: a sea side wave-blocking system, a lower layer system, a berthing system and an upper layer wharf operation platform system inside the port; it is characterized in that the preparation method is characterized in that,
the sea side wave blocking system is formed by arranging a plurality of close-packed piles at equal intervals, rib plates are arranged on two sides of the close-packed piles, the tops of the close-packed piles are connected into a whole by adopting longitudinal beams, reverse arc retaining walls are arranged on the longitudinal beams, and wave blocking plates are arranged below the reverse arc retaining walls; a plurality of water permeable holes are arranged on the sea side of the longitudinal beam; a bottom protection structure is arranged on the mud surface of the close-packed pile;
the inner side of the port is a double-layer frame combined structure of a lower layer system, a berthing system and an upper wharf operation platform system, the lower layer system and the berthing system are provided with a plurality of cross beams which form a whole with densely arranged piles, longitudinal beams are arranged at two ends and in the middle of the cross beams to form a beam lattice structure, the beam lattice structure can be used as a lower layer traffic and maintenance channel, a plurality of rows of pile foundations with different slopes are arranged below the beam lattice structure, a plurality of rows of pile foundations are distributed along the length direction of the cross beams, a berthing member is arranged on the cross beam on the inner side of the port and also used as a wave baffle plate, and a;
the upper wharf operation platform system is of a beam plate structure and is connected with the lower beam lattice structure through a plurality of stand columns, the stand columns are distributed along the length direction of the cross beams, the tops of the stand columns are provided with upper cross beams, the tops of the upper cross beams are provided with prefabricated panels, and the tops of the prefabricated panels are provided with cast-in-place surface layers.
2. The marine structure of claim 1, comprising a seaside wave-retaining system, an inboard lower layer system, a berthing system and an upper wharf working platform system.
3. The novel multifunctional combined system marine structure as claimed in claim 1, wherein the close-packed piles are arranged at equal intervals on the sea side.
4. The marine structure of a novel multifunctional combined system as claimed in claim 1, wherein the top longitudinal beams of the close-packed piles are provided with reverse arc retaining walls.
5. The novel multifunctional combined system marine structure as claimed in claim 1, wherein a bottom protection structure is arranged at the mud surface of the close-packed piles.
6. The marine structure of claim 1, wherein the inner side of the port is a double-frame structure of the lower layer system, the berthing system and the upper layer wharf working platform system.
7. The marine structure of claim 6, wherein the lower system and mooring system is a beam-grid structure.
8. The marine structure of claim 6 wherein said inboard port beam is provided with a berthing member that doubles as a breakwater.
9. The marine structure of claim 6, wherein the upper wharf working platform is a beam structure and is connected to the lower beam lattice structure through a plurality of columns.
10. The marine structure of claim 8, wherein the columns are distributed along the length of the beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110268854.8A CN113005986A (en) | 2021-03-12 | 2021-03-12 | Novel many function combination system maritime work structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110268854.8A CN113005986A (en) | 2021-03-12 | 2021-03-12 | Novel many function combination system maritime work structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113005986A true CN113005986A (en) | 2021-06-22 |
Family
ID=76405865
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110268854.8A Pending CN113005986A (en) | 2021-03-12 | 2021-03-12 | Novel many function combination system maritime work structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113005986A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114249136A (en) * | 2021-12-23 | 2022-03-29 | 中交第四航务工程勘察设计院有限公司 | Multi-space comprehensive utilization automatic container wharf and loading and unloading method |
| CN115506300A (en) * | 2022-09-27 | 2022-12-23 | 中交第三航务工程勘察设计院有限公司 | Multifunctional mixed high-pile wharf structure in complex flow state |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR920006583A (en) * | 1990-09-27 | 1992-04-27 | 박기석 | How to install a slab form of a marine pile |
| CN109469003A (en) * | 2018-12-13 | 2019-03-15 | 中交上海三航科学研究院有限公司 | A kind of assembled pile foundation wharfs structure and attaching method thereof |
| CN110555276A (en) * | 2019-09-06 | 2019-12-10 | 重庆交通大学 | wharf portal crane moving load and multi-layer frame type wharf most dangerous combined load calculation method and system |
| CN111648299A (en) * | 2020-05-13 | 2020-09-11 | 中交第三航务工程勘察设计院有限公司 | Wave-blocking high-pile wharf based on densely-arranged inclined piles and construction method thereof |
| CN211690177U (en) * | 2019-11-18 | 2020-10-16 | 河海大学 | Permeable combined breakwater |
-
2021
- 2021-03-12 CN CN202110268854.8A patent/CN113005986A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR920006583A (en) * | 1990-09-27 | 1992-04-27 | 박기석 | How to install a slab form of a marine pile |
| CN109469003A (en) * | 2018-12-13 | 2019-03-15 | 中交上海三航科学研究院有限公司 | A kind of assembled pile foundation wharfs structure and attaching method thereof |
| CN110555276A (en) * | 2019-09-06 | 2019-12-10 | 重庆交通大学 | wharf portal crane moving load and multi-layer frame type wharf most dangerous combined load calculation method and system |
| CN211690177U (en) * | 2019-11-18 | 2020-10-16 | 河海大学 | Permeable combined breakwater |
| CN111648299A (en) * | 2020-05-13 | 2020-09-11 | 中交第三航务工程勘察设计院有限公司 | Wave-blocking high-pile wharf based on densely-arranged inclined piles and construction method thereof |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114249136A (en) * | 2021-12-23 | 2022-03-29 | 中交第四航务工程勘察设计院有限公司 | Multi-space comprehensive utilization automatic container wharf and loading and unloading method |
| CN114249136B (en) * | 2021-12-23 | 2022-11-01 | 中交第四航务工程勘察设计院有限公司 | Multi-space comprehensive utilization automatic container wharf and loading and unloading method |
| CN115506300A (en) * | 2022-09-27 | 2022-12-23 | 中交第三航务工程勘察设计院有限公司 | Multifunctional mixed high-pile wharf structure in complex flow state |
| CN115506300B (en) * | 2022-09-27 | 2024-02-09 | 中交第三航务工程勘察设计院有限公司 | Multifunctional mixed high pile wharf structure under complex flow state |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110382781B (en) | Marine structure for laying the foundation of buildings, equipment and wind turbines by gravity in a marine environment | |
| CN113005986A (en) | Novel many function combination system maritime work structure | |
| CN106836117A (en) | A kind of porous floating breakwater | |
| WO2023071518A1 (en) | Method for building platform for construction of cast-in-place piles of high-piled wharf | |
| CN109736261B (en) | Port breakwater and offshore water-blocking dam and installation method thereof | |
| CN111236144A (en) | Pile foundation open type breakwater with variable open rate and construction method thereof | |
| CN107558436A (en) | A kind of flexible wave absorber that long-period wave is efficiently cut down for shallow water area | |
| CA1052109A (en) | Breakwater | |
| CN211849251U (en) | Floating box type breakwater structure | |
| CN212103878U (en) | Breakwater component and breakwater structure thereof | |
| KR101338834B1 (en) | Concrete pile using waisted tire and a wave dissipating concrete block and seashore structure using thereof | |
| KR101806855B1 (en) | Modular revetment structureand construction method | |
| CN111893946A (en) | Movable wave-proof wharf | |
| CN211815989U (en) | Over-current type permeable breakwater structure | |
| JP7389893B2 (en) | Offshore structures and construction methods | |
| CN211815980U (en) | High-pile beam-slab wharf structure | |
| KR102051913B1 (en) | Wave Disspating Block with Securing of Seawater Circulation and Construction Method of Wave Disspating Block by the Same | |
| CN110939100A (en) | Breakwater component and application thereof | |
| CN111893949A (en) | Floating plate type breakwater structure inclining to back wave side | |
| CN211922490U (en) | Pile foundation open type breakwater with variable open rate | |
| CN219099924U (en) | Low-reflectivity transparent jetty | |
| CN109208534B (en) | Pile foundation open type breakwater and construction method thereof | |
| CN110004875B (en) | Multifunctional type bottom frame retaining wall embankment structure | |
| CN113005985A (en) | Novel curtain-type dense-row pile foundation breakwater | |
| CN212077786U (en) | Wharf component and wharf structure thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20210622 |
|
| RJ01 | Rejection of invention patent application after publication |