CN203877523U

CN203877523U - Novel shoreside container transit system

Info

Publication number: CN203877523U
Application number: CN201420062208.1U
Authority: CN
Inventors: 赵迎九; 郭树旺; 郑雪峰; 皮岩峰; 秦春雷; 杜蔚琼; 肖强; 倪华; 逯鹏
Original assignee: Huadian Heavy Industries Co Ltd
Current assignee: Huadian Lanke Technology Co Ltd
Priority date: 2014-02-11
Filing date: 2014-02-11
Publication date: 2014-10-15
Anticipated expiration: 2024-02-11

Abstract

The utility model discloses a novel shoreside container transit system, and the system comprises more than one container shore bridge (1), a ferry bridge (2), and a stereoscopic field bridge (3). The container shore bridges (1) are disposed on a track a (6) at the shore side of a wharf. The ferry bridge (2) is disposed under a side, far from a coastline, of the container shore bridges (1). A side, far from the coastline, of the ferry bridge (2) is provided with the stereoscopic field bridge (3). Compared with the conventional technology, the system not only can effectively improve the loading and unloading and transit efficiencies of the containers, but also can reduce the cost of production, manufacture and application of the system. The quick evacuation of the container from a port or entry of the container from the port can be achieved through a quick channel. Through an automatic railway car, the longitudinal transit of the container can be achieved. In addition, the number of container trucks is reduced, thereby solving a problem that the container trucks are liable to jam on a road of a storage yard.

Description

A kind of novel Quayside container movement system

Technical field

The utility model relates to a kind of Quayside container movement system, and especially a kind of novel Quayside container movement system, belongs to harbour container logistics field.

Background technology

Along with the total value of economic fast development and international trade constantly rises, large shipload mlc mode has been gone on the arena of history gradually, this has just proposed revolutionary challenge to traditional harbour Quayside container movement system, and the transport efficacy that how to improve harbour container will become epoch-making proposition.

Present stage, some harbours use patent No.s were " 98102389.4 ", utility model name is called container handling system and the technique of " equipment of harbour container loading and unloading system and technique ", compared with traditional container handling system, although it can improve container handling efficiency, and correlation technique comparative maturity, but along with the emergence of large ship logistics and the development of international trade, this loading and unloading system can not meet the high request of port development to container transshipment efficiency far away.And the use truck of crossbeam carries out the transhipment of freight container in the process of unloading a ship, the truck of container transshipment easily gets congestion on yard and road, has a strong impact on its transport efficacy.And truck in use can cause the pollution of a large amount of resource loss and environment, improve the cost of container transshipment process.

The same patent No. is " 201310268820.4 ", utility model name is called " a kind of double-deck bank bridge for container handling ", the double-deck bank bridge of this container handling carrys out coordinative operation by three dollies on bank bridge and reaches the object that improves handling ship efficiency, but the lifting altitude of the lifting trolley of its top is very high, this can have a strong impact on the handling efficiency of freight container, first, the handling efficiency of whole freight container shipment process is subject to the impact of sea wind larger, the suspender of lifting trolley below is time-consuming longer at crawl freight container, also need to increase freight container anti roll device in order to improve handling efficiency,

Secondly, due to large ship industrial expansion of present stage, the height of freighter is increased gradually, so the height of quayside container crane also needs to increase, but when bank bridge is increased, sea wind is larger to the stability influence of whole bank bridge, in order to improve the resistance to overturning of bank bridge, the project organization of bank bridge is larger, and each mechanism also needs to continue to increase, and has improved to a great extent the production of bank bridge, the cost of operation and maintenance;

The 3rd, for example, in the process of unloading a ship, along with the freight container on ship is by after removal from level to level, the lifting altitude of lifting trolley needs constantly to strengthen, and lifting trolley hangs the efficiency of getting freight container and can decline gradually, has a strong impact on the efficiency of unloading a ship of freight container;

At present, Patent Office has announced an application number for " 201310324290.0 ", name is called the utility model patent of " the efficient loading and unloading system of a kind of harbour container and technique ", the container handling system that this patent is made up of jointly bank bridge, ferry-boat bridge and a three-dimensional bridge, can effectively improve the handling efficiency of freight container, but bank bridge also exists the common issue of above-mentioned two patents, both the height of bank bridge grider was non-adjustable, and then also can to a certain degree affect the efficiency of container handling ship; In addition, freight container is transported to after a three-dimensional bridge, and by the lifting trolley allocation and transportation freight container of three-dimensional bridge top, freight container is in swing state in handling process completely, and therefore the transporting velocity of freight container is slower, causes the transport efficacy of freight container lower; And in transporting container process in vacant state, therefore its handling process is more dangerous;

In sum, along with the increasing of foreign trade, traditional container transshipment system can run into technical bottleneck gradually, therefore researches and develops a kind of novel Quayside container movement system extremely urgent.

Utility model content

For the above-mentioned shortcoming of traditional container transshipment system, the utility model provides a kind of novel Quayside container movement system, it can realize the function of the height that regulates bank bridge disembarkation bridge grider, effectively reduce the working level of each mechanism on bank bridge steel structure and bank bridge, simplify bank bridge construction, reduce the manufacturing cost and use cost of equipment, brought secondary benefit to enterprise; This container handling method can improve the handling efficiency of freight container dramatically; This container handling system has all functions that handling ship, the quick transition of freight container and freight container enter a port and leave the port, have advantages of powerful, container transshipment efficiency is high, but also can reduce the impact of sea wind on whole loading and unloading system, main be the method and this device greatly degree comply with the trend of international trade fast development.

The technical solution of the utility model: a kind of novel Quayside container movement system, comprise more than one quayside container crane, ferry-boat bridge and a three-dimensional bridge, more than one quayside container crane is located on the track a on harbour bank, ferry-boat bridge is located at the below of quayside container crane away from coastline one side, is provided with a three-dimensional bridge away from a side of the ferry-boat bridge in coastline.

In aforesaid novel Quayside container movement system, the number of quayside container crane is 2～10.

In aforesaid novel Quayside container movement system, quayside container crane comprises bank portal frame and bank bridge grider, and bank bridge grider is located at the upper end of bank portal frame inner side, and bank bridge grider top is provided with bank bridge lifting trolley and bank bridge transport carriage.

In aforesaid novel Quayside container movement system, adopt the quayside container crane of bank bridge grider Liftable type.This bank bridge can shorten the lifting altitude of bank bridge lifting trolley, and can avoid suspender in the handling process of traditional freight container and the problem of freight container contraposition, improves dramatically the transport efficacy of freight container.

In aforesaid novel Quayside container movement system, quayside container crane comprises bank portal frame and bank bridge grider, bank portal frame comprises four door frame columns, door frame column below is connected by connecting cross beam a, bank bridge grider is located at the inner side of bank portal frame and is connected by crossbeam latching device, the top of four door frame columns is provided with two connecting cross beam b, the below of connecting cross beam b is provided with assembly pulley a, connecting cross beam a is provided with crossbeam lifting mechanism, bank bridge grider top is provided with assembly pulley b, steel rope on crossbeam lifting mechanism is connected with bank bridge grider with assembly pulley b by assembly pulley a.

In aforesaid novel Quayside container movement system, adopt double-deck bank bridge grider, the upper strata of bank bridge grider is provided with more than one lifting trolley, and the lower floor of bank bridge grider is provided with bank bridge transport carriage.The transport mode that has replaced the freight container that traditional lifting trolley not only hoists but also transport by lifting trolley and bank bridge transport carriage coordinative operation, can shorten the transhipment time of bank bridge to freight container effectively, improves dramatically the transport efficacy of freight container.

In aforesaid novel Quayside container movement system, quayside container crane comprises bank portal frame and bank bridge grider, bank portal frame comprises four door frame columns, door frame column below is connected by connecting cross beam a, bank bridge grider is fixed on the top of bank portal frame, the upper strata of bank bridge grider is provided with two lifting trolleys, and the lower floor of bank bridge grider is provided with bank bridge transport carriage.

In aforesaid novel Quayside container movement system, adopt Liftable type and there is the quayside container crane of double-deck bank bridge grider.This bank bridge can shorten the lifting altitude of bank bridge lifting trolley, and can avoid suspender in the handling process of traditional freight container and the problem of freight container contraposition, improves dramatically the transport efficacy of freight container.In addition, replace the transport mode of the freight container that traditional lifting trolley not only hoists but also transport by lifting trolley and bank bridge transport carriage coordinative operation, can effectively shorten the transhipment time of bank bridge to freight container, improved dramatically the transport efficacy of freight container.

In aforesaid novel Quayside container movement system, quayside container crane comprises bank portal frame and bank bridge grider, bank portal frame comprises four door frame columns, door frame column below is connected by connecting cross beam a, bank bridge grider is located at the inner side of bank portal frame and is connected by crossbeam latching device, bank bridge grider upper strata is provided with two lifting trolleys, and bank bridge grider lower floor is provided with bank bridge transport carriage; The top of four door frame columns is provided with two connecting cross beam b, the below of connecting cross beam b is provided with assembly pulley a, connecting cross beam a is provided with crossbeam lifting mechanism, and bank bridge grider top is provided with assembly pulley b, and the steel rope on crossbeam lifting mechanism is connected with bank bridge grider with assembly pulley b by assembly pulley a.For the resistance to overturning that improves bank portal frame can also increase some reinforcements.

Aforesaid crossbeam lifting mechanism comprises lifting motor, drop-gear box, reel and drg, and motor is connected with reel by drop-gear box, is wound with steel rope on reel.In the time that bank bridge grider needs lifting, open crossbeam latching device, the motor of crossbeam lifting mechanism starts forward or reversion and is with movable reel to rotate, the steel rope being connected with assembly pulley b with assembly pulley a on reel drives bank bridge grider to rise or declines, in the time adjusting the height of bank bridge grider, stop operating and to pass through drg locked by the control motor of control system, then by crossbeam latching device by locked bank bridge grider.

In aforesaid novel Quayside container movement system, quayside container crane comprises bank portal frame and bank bridge grider, bank portal frame comprises four door frame columns, door frame column below is connected by connecting cross beam a, bank bridge grider is located at the inner side of bank portal frame and is connected by crossbeam latching device, the inner side on bank bridge grider top and the outside of bottom are equipped with trolley track, two ends in the inner track on bank bridge grider top are respectively equipped with bank bridge lifting trolley, and the track in the outside of bank bridge grider bottom is provided with bank bridge transport carriage; The top of four door frame columns is provided with two connecting cross beam b, the below of connecting cross beam b is provided with assembly pulley a, connecting cross beam a is provided with crossbeam lifting mechanism, and bank bridge grider top is provided with assembly pulley b, and the steel rope on crossbeam lifting mechanism is connected with bank bridge grider with assembly pulley b by assembly pulley a.

In aforesaid novel Quayside container movement system, bank bridge grider is truss structure, and bank bridge grider comprises truss girder a and truss girder b, and truss girder a is parallel to each other with truss girder b and is connected by 3～15 saddle beams.

In aforesaid novel Quayside container movement system, crossbeam latching device comprises the crossbeam lifting limit track of bank portal frame inner side and is located at the positioning and locking device a of bank bridge grider side, positioning and locking device a comprises guiding wheels, hydraulic thrust pull bar a and is fixed on the bearing a of bank bridge grider side, guiding wheels are fixed on bearing a above and can on beam lifting limit track, roll, the termination of hydraulic thrust pull bar a is provided with latch, and the vertical direction of crossbeam lifting limit track is provided with multiple knock holees.In the time that bank bridge grider need to be adjusted height, by hydraulic thrust pull bar, a pulls out the latch of its termination from knock hole, drive bank bridge grider to carry out lifting by large lifting device of girder again, positioning and locking device a on bank bridge grider walks under the effect of guiding wheels on crossbeam lifting limit track, after the height adjustment of bank bridge grider is good, hydraulic thrust pull bar a inserts the latch of its termination in the knock hole of crossbeam lifting limit track, realizes the locking of bank bridge grider.

In aforesaid novel Quayside container movement system, the positioning and locking device a that is located at bank bridge grider side is 4～32.Be preferably 4,8,12 or 16.

In aforesaid novel Quayside container movement system, crossbeam latching device comprises the positioning step of being located at bank portal frame inner side and the positioning and locking device b that is located at bank bridge grider, positioning and locking device b comprises the bearing b that is fixed on bank bridge grider side, the hinged hydraulic thrust pull bar b with bearing b in one end, crossbeam radius stay and the connecting rod being hinged, crossbeam radius stay one end and bearing b are hinged, near the termination of the other end, be hinged with one end of the connecting rod being hinged, hydraulic thrust pull bar b is hinged with the hinged place of the connecting rod being hinged, the other end of the connecting rod being hinged is hinged on bearing b.This scheme is the locking scheme of another kind of bank bridge grider, in the time that bank bridge grider needs lifting, hydraulic thrust pull bar b does not interfere crossbeam radius stay and the positioning step on positioning and locking device b in bank bridge grider lifting process after driving crossbeam radius stay left-hand revolution certain angle, under the drive of large lifting device of girder, realize the lifting of bank bridge grider, in the time that bank bridge grider is elevated to assigned address, drive radius stay rotation clickwise by hydraulic thrust pull bar b again, make crossbeam radius stay on positioning and locking device b rotate to positioning step directly over.Now as when running into bank bridge grider and doing the movement of falling object, positioning and locking device b is locked on positioning step, plays the effect of safety guard-safeguard.

In aforesaid novel Quayside container movement system, the positioning and locking device b that is located at bank bridge grider side is 4～32.Be preferably 4,8,12 or 16.

In aforesaid novel Quayside container movement system, the range of the distance on bank bridge grider and ground is 25m～65m.Preferably 59m.

In aforesaid novel Quayside container movement system, ferry-boat bridge comprises steel structure support a, and steel structure support a top is provided with track b, and it is upper that ferry-boat dolly is located at track b, and ferry-boat dolly top is provided with switching rail.In ferry-boat, switching rail being set on dolly is in order to be that a bridge transport carriage can be walked smoothly between ferry-boat bridge and a three-dimensional bridge, solve freight container in prior art and be transported to from ferry-boat bridge the problem that the transporting mode of a three-dimensional bridge is lost time, improved dramatically the transport efficacy of freight container in this process.

In aforesaid novel Quayside container movement system, a three-dimensional bridge comprises container transshipment device and a bridge steelframe, container transshipment device comprises lifting trolley c, field bridge transport carriage and trackmobile, trackmobile is located at a below for bridge steelframe, field bridge steelframe comprises column, column top is provided with walking beam a and walking beam b, column, walking beam a and walking beam b form a bridge transhipment passage, walking beam a and walking beam b top are equipped with track, walking beam a is located at walking beam b top, the track of walking beam a is provided with more than one lifting trolley c, the track of walking beam b is provided with more than one bridge transport carriage, three-dimensional bridge below is provided with container depot.

In aforesaid novel Quayside container movement system, the distance of walking beam a and walking beam b is 4m～10m, preferably 6m; The distance on walking beam b and ground is 16m～26m, preferably 24m.

In aforesaid novel Quayside container movement system, a three-dimensional bridge is to extending to form accelerated passage away from coastline direction, accelerated passage below is longitudinally provided with truck passage or is provided with trackmobile and truck passage, accelerated passage below is provided with container depot b, three-dimensional the bridge below near coastline is provided with container depot a, and the longitudinal direction of container depot a is only provided with trackmobile.

In aforesaid novel Quayside container movement system, accelerated passage below is provided with trackmobile and truck passage, and accelerated passage is longitudinally provided with truck rapid transport district away from the below of one end, coastline.Automatically track crane can be realized the longitudinal transhipment of freight container at container depot, and truck passage can be parked or walk for truck.It is in order to make truck enter the below of a three-dimensional bridge, to facilitate the admission of freight container or clear out a harbour that truck passage is set; It is the transition process in order to facilitate freight container that trackmobile is set.

In aforesaid novel Quayside container movement system, truck rapid transport district is provided with trackmobile and truck passage.

Compared with conventional art, the utility model provides a kind of novel Quayside container movement system, not only can effectively improve handling and the transition efficiency of freight container by this container transshipment system; By Liftable type three trolley container bank bridges, can regulate at any time the terrain clearance of bank bridge grider, the working level of the lifting trolley on bank bridge and the working level of whole bank bridge system are effectively reduced, avoid the impact of external environment on container handling process, and then reduced production, the manufacturing cost and use cost of Quayside container movement system; This utility model can directly be sent the field bridge transport carriage that is loaded with freight container into double-deck stereo field bridge by the ferry-boat dolly on ferry-boat bridge in addition, and freight container can be transported to fast to the container stacking district of appointment; Can be by the container transshipment in the bridge of double-deck stereo field to container depot b or truck rapid transport district by accelerated passage is set; Can realize longitudinal transhipment of freight container by trackmobile is set, improve the transport efficacy of freight container.In addition, reduce the use amount of truck, solved the problem that truck easily gets congestion on yard and road.

Brief description of the drawings

Fig. 1 is a kind of structural representation of this Quayside container movement system;

Fig. 2 is the A-A cutaway view of Fig. 1;

Fig. 3 is the partial enlarged drawing A of Fig. 2;

Fig. 4 is the partial enlarged drawing B of Fig. 2;

Fig. 5 is the topology view of quayside container crane;

Fig. 6 is bank bridge grider decline process schematic diagram;

Fig. 7 is bank bridge grider uphill process schematic diagram;

Fig. 8 is the D-D cutaway view of Fig. 5;

Fig. 9 is a kind of structural representation of crossbeam latching device;

Figure 10 is the F-F cutaway view of Fig. 9 and is bank bridge grider latching device locking state schematic diagram;

Figure 11 is the F-F cutaway view of Fig. 9 and is bank bridge grider latching device open mode schematic diagram;

Figure 12 is the E-E cutaway view of Fig. 9;

Figure 13 is the locking state schematic diagram of another kind of crossbeam latching device;

Figure 14 is the open mode schematic diagram of the crossbeam latching device shown in Figure 13;

Figure 15 is the partial enlarged drawing shown in Fig. 1.

Being labeled as in accompanying drawing: 1-quayside container crane, the 2-bridge of ferrying, the three-dimensional bridge of 3-, 4-accelerated passage, 5-container depot b, 6-track a, 7-bank portal frame, 8-bank bridge grider, 10-bank bridge lifting trolley, 11-bank bridge transport carriage, 12-steel structure support a, the 13-dolly of ferrying, 14-switching rail, 15-track b, 16-column, 17-walking beam a, 18-walking beam b, 19-lifting trolley c, 20-field bridge transport carriage, 22-trackmobile, the automatic track crane of 23-, 24-truck rapid transport district, 25-truck passage, 26-crossbeam lifting mechanism, 27-crossbeam latching device, 28-door frame column, 29-connecting cross beam a, 30-connecting cross beam b, 31-assembly pulley a, 32-assembly pulley b, 33-truss girder a, 34-truss girder b, 35-saddle beam, 36-crossbeam lifting limit track, 37-positioning and locking device a, the 38-wheels that lead, 39-hydraulic thrust pull bar a, 40-latch, 41-bearing a, 42-positioning step, 43-positioning and locking device b, 44-bearing b, 45-hydraulic thrust pull bar b, 46-crossbeam radius stay, 47-connecting rod, 48-container depot a, 49-container transshipment device, 50-field bridge steelframe, 51-field bridge transhipment passage, 52-knock hole, 53-container depot.

Detailed description of the invention

Below in conjunction with drawings and Examples, the utility model is further described.

Embodiment 1 of the present utility model: a kind of novel Quayside container movement system, comprise more than one quayside container crane 1, ferry-boat bridge 2 and a three-dimensional bridge 3, more than one quayside container crane 1 is located on the track a6 on harbour bank, ferry-boat bridge 2 is located at the below of quayside container crane 1 away from coastline one side, is provided with a three-dimensional bridge 3 away from a side of the ferry-boat bridge 2 in coastline.The number of quayside container crane 1 is 6.Quayside container crane 1 comprises bank portal frame 7 and bank bridge grider 8, bank portal frame 7 comprises four door frame columns 28, door frame column 28 belows are connected by connecting cross beam a29, bank bridge grider 8 is located at the inner side of bank portal frame 7 and is connected by crossbeam latching device 27, the inner side on bank bridge grider 8 tops and the outside of bottom are equipped with trolley track, two ends in the inner track on bank bridge grider 8 tops are respectively equipped with bank bridge lifting trolley 10, and the track in the outside of bank bridge grider 8 bottoms is provided with bank bridge transport carriage 11; The top of four door frame columns 28 is provided with two connecting cross beam b30, the below of connecting cross beam b30 is provided with assembly pulley a31, connecting cross beam a29 is provided with crossbeam lifting mechanism 26, bank bridge grider 8 tops are provided with assembly pulley b32, and the steel rope on crossbeam lifting mechanism 26 is connected with bank bridge grider 8 with assembly pulley b32 by assembly pulley a31.Bank bridge grider 8 is truss structure, and bank bridge grider 8 comprises truss girder a33 and truss girder b34, and truss girder a33 is parallel to each other with truss girder b34 and is connected by 5 saddle beams 35.Crossbeam latching device 27 comprises the positioning step 42 of being located at bank portal frame 7 inner sides and the positioning and locking device b43 that is located at bank bridge grider 8, positioning and locking device b43 comprises the bearing b44 that is fixed on bank bridge grider 8 sides, the hinged hydraulic thrust pull bar b45 with bearing b44 in one end, crossbeam radius stay 46 and the connecting rod 47 being hinged, crossbeam radius stay 46 one end and bearing b44 are hinged, near the termination of the other end, be hinged with one end of the connecting rod 47 being hinged, hydraulic thrust pull bar b45 is hinged with the hinged place of the connecting rod 47 being hinged, the other end of the connecting rod 47 being hinged is hinged on bearing b44.The positioning and locking device b43 that is located at bank bridge grider 8 sides is 8.Bank bridge grider 8 is 30～59m with the range of the distance on ground.Ferry-boat bridge 2 comprises steel structure support a12, and steel structure support a12 top is provided with track b15, and it is upper that ferry-boat dolly 13 is located at track b15, and ferry-boat dolly 13 tops are provided with switching rail 14.A three-dimensional bridge 3 comprises container transshipment device 49 and a bridge steelframe 50, container transshipment device 49 comprises lifting trolley c19, field bridge transport carriage 20 and trackmobile 22, trackmobile 22 is located at a below for bridge steelframe 50, field bridge steelframe 50 comprises column 16, column 16 tops are provided with walking beam a17 and walking beam b18, column 16, walking beam a17 and walking beam b18 form a bridge transhipment passage 51, walking beam a17 and walking beam b18 top are equipped with track, walking beam a17 is located at walking beam b18 top, the track of walking beam a17 is provided with more than one lifting trolley c19, the track of walking beam b18 is provided with more than one bridge transport carriage 20, three-dimensional bridge 3 below are provided with container depot 53.The distance of walking beam a17 and walking beam b18 is 6m; The distance on walking beam b18 and ground is 24m.A three-dimensional bridge 3 is to extending to form accelerated passage 4 away from coastline direction, accelerated passage 4 belows are longitudinally provided with truck passage 25 or are provided with trackmobile 22 and truck passage 25, accelerated passage 4 belows are provided with container depot b5, three-dimensional bridge 3 below near coastline are provided with container depot a48, and the longitudinal direction of container depot a48 is only provided with trackmobile 22.Accelerated passage 4 belows are provided with trackmobile 22 and truck passage 25, and accelerated passage 4 is provided with trackmobile 22 and truck passage 25 away from the 24 truck rapid transport districts 24 of truck rapid transport district that are longitudinally provided with of the below of one end, coastline.

The transfer method of above-mentioned novel Quayside container movement system comprise unload a ship, clear out a harbour, the method for transition, admission and shipment;

The process of unloading a ship comprises the steps:

Step 1: in the time that box ship rests in port and pier, more than one quayside container crane 1 is walked on track a6, make the one end of the bank bridge grider 8 on quayside container crane 1 be positioned at box ship directly over, then regulate successively the distance of the freight container of highest point on bank bridge grider 8 and box ship, after height adjustment is good, bank bridge grider 8 is locked on bank portal frame 7;

Step 2: the bank bridge lifting trolley 10 on bank bridge grider 8 upper stratas starts to hang on the freight container of getting on box ship the bank bridge transport carriage 11 that container crane is placed on to bank bridge grider 8 lower floors, now bank bridge lifting trolley 10 continues to hang and gets the next freight container on box ship and repeat aforesaid operations; Simultaneously bank bridge transport carriage 11 by container transshipment the below to the bank bridge lifting trolley 10 of the other end of bank bridge grider 8, can timely adjustment bank bridge grider 8 in the process of unloading a ship and the distance of the freight container that hoists;

Step 3: the bank bridge lifting trolley 10 at this place is placed on container crane on the field bridge transport carriage 20 on ferry-boat dolly 13, now bank bridge transport carriage 11Yan Yuan road is returned and is accessed next freight container, and the track that the ferry-boat dolly 13 that is loaded with a bridge transport carriage 20 runs on the walking beam b18 on switching rail 14 and a three-dimensional bridge 3 that makes to ferry on dolly 13 on ferry-boat bridge 2 connects;

Step 4: a bridge transport carriage 20 enters in a three-dimensional bridge 3 along the track on walking beam b18, and run to the top of container depot a48 that freight container is specified, the lifting trolley c19 on three-dimensional bridge 3 upper strata piles up the freight container on field bridge transport carriage 20 the container depot a48 specifying at a three-dimensional bridge 3, and the dolly 13 of now ferrying accesses another bridge transport carriage 20 nearby and repeats the above-mentioned case process that connects; The freight container entering on the field bridge transport carriage 20 of three-dimensional bridge 3 is turned back on the ferry-boat dolly 13 on ferry-boat bridge 2 and accesses next freight container by removal Hou Yanyuan road, repeats above-mentioned steps the container transshipment on box ship is interior and complete the process of unloading a ship to a three-dimensional bridge 3.

In taking the container transshipment of the container depot a48 of three-dimensional bridge 3 belows to container depot b5, as example, comprise the steps:

Step 1: in container depot a48, the lifting trolley c19 on three-dimensional bridge 3 upper strata of the freight container of the transition of wanting top hangs freight container on the field bridge transport carriage 20 of its below, accelerated passage 4 tops transported to by freight container by field bridge transport carriage 20, and the lifting trolley c19 on accelerated passage 4 is herein put container crane on field bridge transport carriage 20 thereunder;

Near step 2: a bridge transport carriage 20 arrives container transshipment the container depot b5 specifying, the lifting trolley c19 of accelerated passage 4 tops transports to container crane on the trackmobile 22 of accelerated passage 4 belows, trackmobile 22 is near to the container depot b5 specifying by container transshipment, and lifting trolley c19 herein piles up freight container in the container depot b5 specifying;

Freight container need to be from container depot b5 transition to three-dimensional bridge 3 belows the process of container depot a48 be that the container transshipment of container depot a48 of three-dimensional bridge 3 below is to the inverse process of container depot b5 process.

Clear out a harbour and comprise following methods:

When freight container is cleared out a harbour, the lifting trolley c19 of container depot b5 top can directly be put the container crane of stacking in container depot b5 on the truck of truck passage 25 thereunder, realizes quick dredging port process.

In the time evacuating the freight container in three-dimensional bridge 3 stockyard, below, the freight container of bridge 3 belows, double-deck stereo field by lifting trolley c19 and trackmobile 22 and a bridge transport carriage 20 by container transshipment the assigned address to the accelerated passage 4 of a three-dimensional bridge 3, the lifting trolley c19 of accelerated passage 4 tops herein transports to container crane on the truck on the truck passage 25 of accelerated passage 4 belows and transports harbour.

In the time evacuating the freight container of three-dimensional bridge 3 below container depot a48, the freight container of bridge 3 belows, double-deck stereo field by lifting trolley c19 and trackmobile 22 and a bridge transport carriage 20 by container transshipment the assigned address to the accelerated passage 4 of a three-dimensional bridge 3, the field bridge transport carriage 20 of accelerated passage 4 tops directly arrives truck rapid transport district 24 by container transshipment, the lifting trolley c19 of its top transports to container crane on the truck of 24 belows, truck rapid transport district, and freight container is transported container depot a48 by truck;

In the time evacuating the freight container of container depot b5, the lifting trolley c19 of container depot b5 top transports to container crane on the field bridge transport carriage 20 of its below, field bridge transport carriage 20 directly arrives truck rapid transport district 24 by container transshipment, the lifting trolley c19 of its top transports to container crane on the truck of 24 belows, truck rapid transport district, and freight container is transported harbour by truck;

Freight container admission comprises following method:

When freight container admission, the truck that is loaded with freight container rests in the truck passage 25 of container depot b5, and the lifting trolley c19 of its top directly piles up freight container in container depot b5.

The truck that is loaded with freight container rests in the below of the accelerated passage 4 of a three-dimensional bridge 3, the lifting trolley c19 of accelerated passage 4 tops transports to container crane the field bridge transport carriage 20 of lifting trolley c19 below, field bridge transport carriage 20 is the container depot a48 top to appointment by container transshipment, the lifting trolley c19 of its top transports to container crane on the trackmobile 22 of three-dimensional bridge 3 below, near trackmobile 22 is specified container transshipment container depot a48 to a three-dimensional bridge 3 belows, lifting trolley c19 herein piles up freight container in the container depot a48 specifying below a three-dimensional bridge 3.

In the time that freight container need to enter the container depot a48 of three-dimensional bridge 3 below, the truck that is loaded with freight container rests in the truck rapid transport district 24 of accelerated passage 4 belows, lifting trolley c19 by accelerated passage 4 tops slings the freight container resting on the truck in the truck rapid transport district 24 below accelerated passage 4, and put on field bridge transport carriage 20 thereunder, bridge transport carriage 20 by container transshipment near the top container depot a48 of a three-dimensional bridge 3 of specifying, the lifting trolley c19 at this place transports to container crane on the trackmobile 22 of three-dimensional bridge 3 below, trackmobile 22 is near to the container depot a48 of a three-dimensional bridge 3 of specifying by container transshipment, the lifting trolley c19 at this place piles up freight container in the container depot a48 specifying,

In the time that freight container need to enter container depot b5, the truck that is loaded with freight container rests in the truck rapid transport district 24 of accelerated passage 4 belows, the lifting trolley c19 of accelerated passage 4 tops is put container crane on field bridge transport carriage 20 thereunder, bridge transport carriage 20 by container transshipment to the top of trackmobile 22 of leading to container depot b5, lifting trolley c19 is herein put container crane on trackmobile 22 thereunder, trackmobile 22 arrives container transshipment near the container depot b5 specifying, the lifting trolley c19 of its top piles up freight container in container depot b5.

Embodiment 2 of the present utility model: a kind of novel Quayside container movement system, comprise more than one quayside container crane 1, ferry-boat bridge 2 and a three-dimensional bridge 3, more than one quayside container crane 1 is located on the track a6 on harbour bank, ferry-boat bridge 2 is located at the below of quayside container crane 1 away from coastline one side, is provided with a three-dimensional bridge 3 away from a side of the ferry-boat bridge 2 in coastline.The number of quayside container crane 1 is 5.Quayside container crane 1 comprises bank portal frame 7 and bank bridge grider 8, bank portal frame 7 comprises four door frame columns 28, door frame column 28 belows are connected by connecting cross beam a29, bank bridge grider 8 is located at the inner side of bank portal frame 7 and is connected by crossbeam latching device 27, the inner side on bank bridge grider 8 tops and the outside of bottom are equipped with trolley track, two ends in the inner track on bank bridge grider 8 tops are respectively equipped with bank bridge lifting trolley 10, and the track in the outside of bank bridge grider 8 bottoms is provided with bank bridge transport carriage 11; The top of four door frame columns 28 is parallel is provided with two connecting cross beam b30, the below of connecting cross beam b30 is provided with assembly pulley a31, connecting cross beam a29 is provided with crossbeam lifting mechanism 26, bank bridge grider 8 tops are provided with assembly pulley b32, and the steel rope on crossbeam lifting mechanism 26 is connected with bank bridge grider 8 with assembly pulley b32 by assembly pulley a31.Bank bridge grider 8 is truss structure, and bank bridge grider 8 comprises truss girder a33 and truss girder b34, and truss girder a33 is parallel to each other with truss girder b34 and is connected by 5 saddle beams 35.Crossbeam latching device 27 comprises the positioning step 42 of being located at bank portal frame 7 inner sides and the positioning and locking device b43 that is located at bank bridge grider 8, positioning and locking device b43 comprises the bearing b44 that is fixed on bank bridge grider 8 sides, the hinged hydraulic thrust pull bar b45 with bearing b44 in one end, crossbeam radius stay 46 and the connecting rod 47 being hinged, crossbeam radius stay 46 one end and bearing b44 are hinged, near the termination of the other end, be hinged with one end of the connecting rod 47 being hinged, hydraulic thrust pull bar b45 is hinged with the hinged place of the connecting rod 47 being hinged, the other end of the connecting rod 47 being hinged is hinged on bearing b44.The positioning and locking device b43 that is located at bank bridge grider 8 sides is 8.Bank bridge grider 8 is 25～59m with the range of the distance on ground.Ferry-boat bridge 2 comprises steel structure support a12, and steel structure support a12 top is provided with track b15, and it is upper that ferry-boat dolly 13 is located at track b15, and ferry-boat dolly 13 tops are provided with switching rail 14.A three-dimensional bridge 3 comprises container transshipment device 49 and a bridge steelframe 50, container transshipment device 49 comprises lifting trolley c19, field bridge transport carriage 20 and trackmobile 22, trackmobile 22 is located at a below for bridge steelframe 50, field bridge steelframe 50 comprises column 16, column 16 tops are provided with walking beam a17 and walking beam b18, column 16, walking beam a17 forms parallel field bridge transhipment passage 51 with walking beam b18, walking beam a17 and walking beam b18 top are equipped with track, walking beam a17 is located at walking beam b18 top, the track of walking beam a17 is provided with more than one lifting trolley c19, the track of walking beam b18 is provided with more than one bridge transport carriage 20, three-dimensional bridge 3 below are provided with container depot 53.The distance of walking beam a17 and walking beam b18 is 7m; The distance on walking beam b18 and ground is 26m.A three-dimensional bridge 3 is to extending to form accelerated passage 4 away from coastline direction, accelerated passage 4 belows are longitudinally provided with truck passage 25 or parallel trackmobile 22 and the truck passage 25 of being provided with, accelerated passage 4 belows are provided with container depot b5, three-dimensional bridge 3 below near coastline are provided with container depot a48, and the longitudinal direction of container depot a48 is only provided with trackmobile 22.Accelerated passage 4 belows are provided with trackmobile 22 and truck passage 25, and accelerated passage 4 is parallel to coastline direction and is provided with trackmobile 22 and truck passage 25 away from the 24 truck rapid transport districts 24 of truck rapid transport district that are longitudinally provided with of the below of one end, coastline.

The process of unloading a ship comprises the steps:

Clear out a harbour and comprise following methods:

Freight container admission comprises following method:

Embodiment 3 of the present utility model: a kind of novel Quayside container movement system, comprise more than one quayside container crane 1, ferry-boat bridge 2 and a three-dimensional bridge 3, more than one quayside container crane 1 is located on the track a6 on harbour bank, ferry-boat bridge 2 is located at the below of quayside container crane 1 away from coastline one side, is provided with a three-dimensional bridge 3 away from a side of the ferry-boat bridge 2 in coastline.The number of quayside container crane 1 is 6.Quayside container crane 1 comprises bank portal frame 7 and bank bridge grider 8, bank portal frame 7 comprises four door frame columns 28, door frame column 28 belows are connected by connecting cross beam a29, bank bridge grider 8 is located at the inner side of bank portal frame 7 and is connected by crossbeam latching device 27, the inner side on bank bridge grider 8 tops and the outside of bottom are equipped with trolley track, two ends in the inner track on bank bridge grider 8 tops are respectively equipped with bank bridge lifting trolley 10, and the track in the outside of bank bridge grider 8 bottoms is provided with bank bridge transport carriage 11; The top of four door frame columns 28 is provided with two connecting cross beam b30, the below of connecting cross beam b30 is provided with assembly pulley a31, connecting cross beam a29 is provided with crossbeam lifting mechanism 26, bank bridge grider 8 tops are provided with assembly pulley b32, and the steel rope on crossbeam lifting mechanism 26 is connected with bank bridge grider 8 with assembly pulley b32 by assembly pulley a31.Bank bridge grider 8 is truss structure, and bank bridge grider 8 comprises truss girder a33 and truss girder b34, and truss girder a33 is parallel to each other with truss girder b34 and is connected by 4 saddle beams 35.Crossbeam latching device 27 comprises the crossbeam lifting limit track 36 of bank portal frame 7 inner sides and is located at the positioning and locking device a37 of bank bridge grider 8 sides, positioning and locking device a37 comprises guiding wheels 38, hydraulic thrust pull bar a39 and is fixed on the bearing a41 of bank bridge grider 8 sides, the termination of hydraulic thrust pull bar a39 is provided with latch 40, and the vertical direction of crossbeam lifting limit track 36 is provided with multiple knock holees 52.The positioning and locking device a37 that is located at bank bridge grider 8 sides is 8.Bank bridge grider 8 is 30～59m with the range of the distance on ground.Ferry-boat bridge 2 comprises steel structure support a12, and steel structure support a12 top is provided with track b15, and it is upper that ferry-boat dolly 13 is located at track b15, and ferry-boat dolly 13 tops are provided with switching rail 14.A three-dimensional bridge 3 comprises container transshipment device 49 and a bridge steelframe 50, container transshipment device 49 comprises lifting trolley c19, field bridge transport carriage 20 and trackmobile 22, trackmobile 22 is located at a below for bridge steelframe 50, field bridge steelframe 50 comprises column 16, column 16 tops are provided with walking beam a17 and walking beam b18, column 16, walking beam a17 and walking beam b18 form a bridge transhipment passage 51, walking beam a17 and walking beam b18 top are equipped with track, walking beam a17 is located at walking beam b18 top, the track of walking beam a17 is provided with more than one lifting trolley c19, the track of walking beam b18 is provided with more than one bridge transport carriage 20, three-dimensional bridge 3 below are provided with container depot 53.The distance of walking beam a17 and walking beam b18 is 6m; The distance on walking beam b18 and ground is 16m.A three-dimensional bridge 3 is to extending to form accelerated passage 4 away from coastline direction, accelerated passage 4 belows are longitudinally provided with truck passage 25 or are provided with trackmobile 22 and truck passage 25, accelerated passage 4 belows are provided with container depot b5, three-dimensional bridge 3 below near coastline are provided with container depot a48, and the longitudinal direction of container depot a48 is only provided with trackmobile 22.Accelerated passage 4 belows are provided with trackmobile 22 and truck passage 25, and accelerated passage 4 is provided with trackmobile 22 and truck passage 25 away from the 24 truck rapid transport districts 24 of truck rapid transport district that are longitudinally provided with of the below of one end, coastline.

The process of unloading a ship comprises the steps:

Clear out a harbour and comprise following methods:

Freight container admission comprises following method:

Embodiment 4 of the present utility model: a kind of novel Quayside container movement system, comprise more than one quayside container crane 1, ferry-boat bridge 2 and a three-dimensional bridge 3, more than one quayside container crane 1 is located on the track a6 on harbour bank, ferry-boat bridge 2 is located at the below of quayside container crane 1 away from coastline one side, is provided with a three-dimensional bridge 3 away from a side of the ferry-boat bridge 2 in coastline.The number of quayside container crane 1 is 5.Quayside container crane 1 comprises bank portal frame 7 and bank bridge grider 8, bank portal frame 7 comprises four door frame columns 28, door frame column 28 belows are connected by connecting cross beam a29, bank bridge grider 8 is located at the inner side of bank portal frame 7 and is connected by crossbeam latching device 27, the inner side on bank bridge grider 8 tops and the outside of bottom are equipped with trolley track, two ends in the inner track on bank bridge grider 8 tops are respectively equipped with bank bridge lifting trolley 10, and the track in the outside of bank bridge grider 8 bottoms is provided with bank bridge transport carriage 11; The top of four door frame columns 28 is provided with two connecting cross beam b30, the below of connecting cross beam b30 is provided with assembly pulley a31, connecting cross beam a29 is provided with crossbeam lifting mechanism 26, bank bridge grider 8 tops are provided with assembly pulley b32, and the steel rope on crossbeam lifting mechanism 26 is connected with bank bridge grider 8 with assembly pulley b32 by assembly pulley a31.Bank bridge grider 8 is truss structure, and bank bridge grider 8 comprises truss girder a33 and truss girder b34, and truss girder a33 is parallel to each other with truss girder b34 and is connected by 5 saddle beams 35.Crossbeam latching device 27 comprises the crossbeam lifting limit track 36 of bank portal frame 7 inner sides and is located at the positioning and locking device a37 of bank bridge grider 8 sides, positioning and locking device a37 comprises guiding wheels 38, hydraulic thrust pull bar a39 and is fixed on the bearing a41 of bank bridge grider 8 sides, the termination of hydraulic thrust pull bar a39 is provided with latch 40, and the vertical direction of crossbeam lifting limit track 36 is provided with multiple knock holees 52.The positioning and locking device a37 that is located at bank bridge grider 8 sides is 4.Bank bridge grider 8 is 25～59m with the range of the distance on ground.Ferry-boat bridge 2 comprises steel structure support a12, and steel structure support a12 top is provided with track b15, and it is upper that ferry-boat dolly 13 is located at track b15, and ferry-boat dolly 13 tops are provided with switching rail 14.A three-dimensional bridge 3 comprises container transshipment device 49 and a bridge steelframe 50, container transshipment device 49 comprises lifting trolley c19, field bridge transport carriage 20 and trackmobile 22, trackmobile 22 is located at a below for bridge steelframe 50, field bridge steelframe 50 comprises column 16, column 16 tops are provided with walking beam a17 and walking beam b18, column 16, walking beam a17 and walking beam b18 form a bridge transhipment passage 51, walking beam a17 and walking beam b18 top are equipped with track, walking beam a17 is located at walking beam b18 top, the track of walking beam a17 is provided with more than one lifting trolley c19, the track of walking beam b18 is provided with more than one bridge transport carriage 20, three-dimensional bridge 3 below are provided with container depot 53.The distance of walking beam a17 and walking beam b18 is 7m; The distance on walking beam b18 and ground is 20m.A three-dimensional bridge 3 is to extending to form accelerated passage 4 away from coastline direction, accelerated passage 4 belows are longitudinally provided with truck passage 25 or are provided with trackmobile 22 and truck passage 25, accelerated passage 4 belows are provided with container depot b5, three-dimensional bridge 3 below near coastline are provided with container depot a48, and the longitudinal direction of container depot a48 is only provided with trackmobile 22.Accelerated passage 4 belows are provided with trackmobile 22 and truck passage 25, and accelerated passage 4 is provided with trackmobile 22 and truck passage 25 away from the 24 truck rapid transport districts 24 of truck rapid transport district that are longitudinally provided with of the below of one end, coastline.

The process of unloading a ship comprises the steps:

Clear out a harbour and comprise following methods:

Freight container admission comprises following method:

Claims

1. a novel Quayside container movement system, it is characterized in that: comprise more than one quayside container crane (1), ferry-boat bridge (2) and three-dimensional bridge (3), more than one quayside container crane (1) is located on the track a (6) on harbour bank, ferry-boat bridge (2) is located at the below of quayside container crane (1) away from coastline one side, is provided with three-dimensional bridge (3) away from a side of the ferry-boat bridge (2) in coastline.

2. novel Quayside container movement system according to claim 1, is characterized in that: the number of quayside container crane (1) is 2～10.

3. novel Quayside container movement system according to claim 1, it is characterized in that: quayside container crane (1) comprises bank portal frame (7) and bank bridge grider (8), bank bridge grider (8) is located at the upper end of bank portal frame (7) inner side, and bank bridge grider (8) top is provided with bank bridge lifting trolley (10) and bank bridge transport carriage (11).

4. according to the novel Quayside container movement system described in claim 1,2 or 3, it is characterized in that: the quayside container crane (1) that adopts bank bridge grider (8) Liftable type.

5. novel Quayside container movement system according to claim 4, it is characterized in that: quayside container crane (1) comprises bank portal frame (7) and bank bridge grider (8), bank portal frame (7) comprises four door frame columns (28), door frame column (28) below is connected by connecting cross beam a (29), bank bridge grider (8) is located at the inner side of bank portal frame (7) and is connected by crossbeam latching device (27), the top of four door frame columns (28) is provided with two connecting cross beam b (30), the below of connecting cross beam b (30) is provided with assembly pulley a (31), connecting cross beam a (29) is provided with crossbeam lifting mechanism (26), bank bridge grider (8) top is provided with assembly pulley b (32), steel rope on crossbeam lifting mechanism (26) is connected with bank bridge grider (8) with assembly pulley b (32) by assembly pulley a (31).

6. according to the novel Quayside container movement system described in claim 1,2 or 3, it is characterized in that: adopt double-deck bank bridge grider (8), the upper strata of bank bridge grider (8) is provided with more than one lifting trolley (10), and the lower floor of bank bridge grider (8) is provided with bank bridge transport carriage (11).

7. novel Quayside container movement system according to claim 6, it is characterized in that: quayside container crane (1) comprises bank portal frame (7) and bank bridge grider (8), bank portal frame (7) comprises four door frame columns (28), door frame column (28) below is connected by connecting cross beam a (29), bank bridge grider (8) is fixed on the top of bank portal frame (7), the upper strata of bank bridge grider (8) is provided with two lifting trolleys (10), and the lower floor of bank bridge grider (8) is provided with bank bridge transport carriage (11).

8. according to the novel Quayside container movement system described in claim 1,2 or 3, it is characterized in that: adopt Liftable type and there is the quayside container crane (1) of double-deck bank bridge grider (8).

9. novel Quayside container movement system according to claim 8, it is characterized in that: quayside container crane (1) comprises bank portal frame (7) and bank bridge grider (8), bank portal frame (7) comprises four door frame columns (28), door frame column (28) below is connected by connecting cross beam a (29), bank bridge grider (8) is located at the inner side of bank portal frame (7) and is connected by crossbeam latching device (27), bank bridge grider (8) upper strata is provided with two lifting trolleys (10), bank bridge grider (8) lower floor is provided with bank bridge transport carriage (11), the top of four door frame columns (28) is provided with two connecting cross beam b (30), the below of connecting cross beam b (30) is provided with assembly pulley a (31), connecting cross beam a (29) is provided with crossbeam lifting mechanism (26), bank bridge grider (8) top is provided with assembly pulley b (32), and the steel rope on crossbeam lifting mechanism (26) is connected with bank bridge grider (8) with assembly pulley b (32) by assembly pulley a (31).

10. novel Quayside container movement system according to claim 9, it is characterized in that: quayside container crane (1) comprises bank portal frame (7) and bank bridge grider (8), bank portal frame (7) comprises four door frame columns (28), door frame column (28) below is connected by connecting cross beam a (29), bank bridge grider (8) is located at the inner side of bank portal frame (7) and is connected by crossbeam latching device (27), the inner side on bank bridge grider (8) top and the outside of bottom are equipped with trolley track, two ends in the inner track on bank bridge grider (8) top are respectively equipped with bank bridge lifting trolley (10), the track in the outside of bank bridge grider (8) bottom is provided with bank bridge transport carriage (11), the top of four door frame columns (28) is provided with two connecting cross beam b (30), the below of connecting cross beam b (30) is provided with assembly pulley a (31), connecting cross beam a (29) is provided with crossbeam lifting mechanism (26), bank bridge grider (8) top is provided with assembly pulley b (32), and the steel rope on crossbeam lifting mechanism (26) is connected with bank bridge grider (8) with assembly pulley b (32) by assembly pulley a (31).

11. novel Quayside container movement systems according to claim 10, it is characterized in that: bank bridge grider (8) is truss structure, bank bridge grider (8) comprises truss girder a (33) and truss girder b (34), and truss girder a (33) is parallel to each other with truss girder b (34) and is connected by 3～15 saddle beams (35).

12. according to the novel Quayside container movement system described in claim 5 or 10, it is characterized in that: crossbeam latching device (27) comprises the crossbeam lifting limit track (36) of bank portal frame (7) inner side and is located at the positioning and locking device a (37) of bank bridge grider (8) side, positioning and locking device a (37) comprises guiding wheels (38), hydraulic thrust pull bar a (39) and be fixed on the bearing a (41) of bank bridge grider (8) side, the termination of hydraulic thrust pull bar a (39) is provided with latch (40), the vertical direction of crossbeam lifting limit track (36) is provided with multiple knock holees (52).

13. novel Quayside container movement systems according to claim 12, is characterized in that: the positioning and locking device a (37) that is located at bank bridge grider (8) side is 4～32.

14. according to the novel Quayside container movement system described in claim 5 or 10, it is characterized in that: crossbeam latching device (27) comprises the positioning step (42) of being located at bank portal frame (7) inner side and the positioning and locking device b (43) that is located at bank bridge grider (8), positioning and locking device b (43) comprises the bearing b (44) that is fixed on bank bridge grider (8) side, the hinged hydraulic thrust pull bar b (45) with bearing b (44) in one end, crossbeam radius stay (46) and the connecting rod (47) being hinged, crossbeam radius stay (46) one end and bearing b (44) are hinged, near the termination of the other end, be hinged with one end of the connecting rod (47) being hinged, hydraulic thrust pull bar b (45) is hinged with the hinged place of the connecting rod (47) being hinged, the other end of the connecting rod (47) being hinged is hinged on bearing b (44).

15. novel Quayside container movement systems according to claim 14, is characterized in that: the positioning and locking device b (43) that is located at bank bridge grider (8) side is 4～32.

16. according to the novel Quayside container movement system described in claim 5 or 10, it is characterized in that: bank bridge grider (8) is 25m～65m with the range of the distance on ground.

17. novel Quayside container movement systems according to claim 2, it is characterized in that: ferry-boat bridge (2) comprises steel structure support a (12), steel structure support a (12) top is provided with track b (15), it is upper that ferry-boat dolly (13) is located at track b (15), and ferry-boat dolly (13) top is provided with switching rail (14).

18. novel Quayside container movement systems according to claim 1, it is characterized in that: three-dimensional bridge (3) comprises container transshipment device (49) and a bridge steelframe (50), container transshipment device (49) comprises lifting trolley c (19), field bridge transport carriage (20) and trackmobile (22), trackmobile (22) is located at a below for bridge steelframe (50), field bridge steelframe (50) comprises column (16), column (16) top is provided with walking beam a (17) and walking beam b (18), column (16), walking beam a (17) and walking beam b (18) form a bridge transhipment passage (51), walking beam a (17) and walking beam b (18) top are equipped with track, walking beam a (17) is located at walking beam b (18) top, the track of walking beam a (17) is provided with more than one lifting trolley c (19), the track of walking beam b (18) is provided with more than one bridge transport carriage (20), three-dimensional bridge (3) below is provided with container depot (53).

19. novel Quayside container movement systems according to claim 18, is characterized in that: walking beam a (17) is 4m～10m with the distance of walking beam b (18); Walking beam b (18) is 16m～26m with the distance on ground.

20. novel Quayside container movement systems according to claim 1, it is characterized in that: three-dimensional bridge (3) is to extend to form accelerated passage (4) away from coastline direction, accelerated passage (4) below is longitudinally provided with truck passage (25) or is provided with trackmobile (22) and truck passage (25), accelerated passage (4) below is provided with container depot b (5), three-dimensional bridge (3) below near coastline is provided with container depot a (48), the longitudinal direction of container depot a (48) is only provided with trackmobile (22).

21. novel Quayside container movement systems according to claim 20, it is characterized in that: accelerated passage (4) below is provided with trackmobile (22) and truck passage (25), accelerated passage (4) is longitudinally provided with truck rapid transport district (24) away from the below of one end, coastline.

22. novel Quayside container movement systems according to claim 1, is characterized in that: truck rapid transport district (24) is provided with trackmobile (22) and truck passage (25).