CN2926037Y - Tolerant heavy-loaded steel carrier connecting mechanism - Google Patents
Tolerant heavy-loaded steel carrier connecting mechanism Download PDFInfo
- Publication number
- CN2926037Y CN2926037Y CN 200620042063 CN200620042063U CN2926037Y CN 2926037 Y CN2926037 Y CN 2926037Y CN 200620042063 CN200620042063 CN 200620042063 CN 200620042063 U CN200620042063 U CN 200620042063U CN 2926037 Y CN2926037 Y CN 2926037Y
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- China
- Prior art keywords
- interface
- gap bridge
- harbour
- track
- boats
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- 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.)
- Expired - Lifetime
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Abstract
The utility model relates to a connection structure for a wide capacity of heavy steel gap bridge. The gap bridge connects a dock rail and a ship rail. The gap bridge comprises a body, a rail crossing over the rail at the body and an end plate equipped at two ends of the body. The utility model is characterized that the connection structure comprises interfaces located at two ends of the rail and the end plate of the body, one dock interface located at the end of the dock rail and one ship interface located at the end of the ship rail. In case of service, the dock interface and the ship interface mesh with the interfaces at the gap bridge. The utility model has an allowable gap deviation from 0 to 140 mm. The allowable gap deviation not only contains a construction error of most docks but improves the standard for the load adjustment water of ship and the latitude of ship stability. The utility model possesses advantages of simple structure, easy manufacture, easy operation and high adaptability. Moreover, because an open structure used at key sites is used, the problem is easy to be detected and resolved promptly.
Description
Technical field
The utility model relates to a kind of gap bridge interface that equipment rolls dress carrying track that is used on the large pier, relates in particular to the bindiny mechanism that a kind of tolerance heavy duty steel is passed a bridge.
Background technology
Carrying between large pier equipment and the boats and ships need consider to carry safety and cost.Roll the dress carrying and be acknowledged as the safest and the most cheap mode of a large amount of carryings of productivity.For boats and ships can be adapted to and harbour between stop, and adapt to the requirement roll the dress carrying, generally all take between boats and ships and harbour, to set up the gap bridge interface.Existing gap bridge interface comprises the gap bridge body, traverses the end plate that is located at the track on the gap bridge body and is located at this end, gap bridge body two ends.When boats and ships are about to draw close harbour, put down this interface, adopt connecting panel and harbour track and boat and ship track to interconnect again the both sides of each end of this interface simultaneously.Because the technical requirements of the accuracy of manufacture out of reach interface of harbour and ship, so need on the harbour and on the ship in advance the higher alongside point of preparation precision control that ship gets on the right track and the dimensional discrepancy of harbour track, with the travelling wheel that guarantees to roll dress be unlikely to by pass a bridge with harbour on or fall into into during on the bank track point of connection and cause serious consequence.This mode makes the preparation work of haulage equipment need a lot of times, and cost also increases much.
Summary of the invention
The utility model is to use inconvenient shortcoming in order to overcome existing gap bridge interface, and provide a kind ofly can directly arrange track under the special situation about revising in that harbour and ship are not made substantially, the tolerant performance of a kind of safety, docking point that begins to carry engineering is held the bindiny mechanism that the tolerance heavy duty steel of the dimensional accuracy of nearly all harbour interface is passed a bridge, and this gap bridge interface has can repair deviation easily to adapt to the on-the-spot many characteristics of revising of using of steel construction piece.
The technical scheme that the utility model is taked is: the bindiny mechanism that tolerance heavy duty steel is passed a bridge is connected gap bridge between harbour track and the boat and ship track; Described gap bridge comprises the gap bridge body, traverses the end plate that is located at the track on the gap bridge body and is located at this end, gap bridge body two ends; Be characterized in that described bindiny mechanism comprises on the end plate that is located at the gap bridge body, be positioned at the interface at track both ends; Also comprise the harbour interface and the boats and ships interface that are separately positioned on the end that is positioned at harbour track and boat and ship track on described harbour and the boats and ships; During use, harbour interface and boats and ships interface are meshed with the gap bridge interface.
The bindiny mechanism that above-mentioned tolerance heavy duty steel is passed a bridge, wherein, it is identical with the shape of gap bridge interface with the boats and ships interface to be positioned at the harbour interface that the end was provided with that is connected track on described harbour and the boats and ships, relative on the position.
The bindiny mechanism that above-mentioned tolerance heavy duty steel is passed a bridge, wherein, described interface is half tenon shape piece.During use, half tenon shape piece of harbour interface is meshed with half tenon shape piece of an interface in the gap bridge interface, forms a whole tenon shape; Half tenon shape piece of boats and ships interface is meshed with half tenon shape piece of another interface in the gap bridge interface, forms a whole tenon shape.
The bindiny mechanism that above-mentioned tolerance heavy duty steel is passed a bridge, wherein, the thick gusset of pad weldering one power transmission below the described half tenon shape piece interface.
The bindiny mechanism that above-mentioned tolerance heavy duty steel is passed a bridge, wherein, the thick gusset of described power transmission is triangular in shape.
The bindiny mechanism that above-mentioned tolerance heavy duty steel is passed a bridge, wherein, each side that is positioned at the end that is connected track on each side at described gap bridge body both ends and harbour and the boats and ships respectively is provided with an engaging lug with holes; Also comprise and be connected the connecting panel between the engaging lug of the end that connects track on gap bridge body both ends and harbour and the boats and ships; Two connecting bores are set, to be connected with engaging lug on described each connecting panel respectively by bolt.
The bindiny mechanism that above-mentioned tolerance heavy duty steel is passed a bridge wherein, in two connecting bores of described connecting panel, wherein has at least one to be waist shaped hole.
Because the utility model has been taked above technical scheme, the track both ends of passing a bridge are designed to half tenon shape piece, the thick gusset of the pad leg-of-mutton power transmission of weldering below, harbour also is designed to corresponding shape and cooperates with it with on the bank the rail end that is connected.Loaded contact rollers has a bit of distance will be by half rail level load capacity by interface the time like this.But be not interrupted completely.Avoided interface to have breach like this and produced the situation of vertical subsidiary load, designed simultaneously that common connecting panel in both sides can play the guiding role and produce the unexpected vertically insurance of subsidiary load when rocking as ship.Under the prerequisite that guarantees safety in utilization and repairing operability, increase the steel gap bridge greatly and adapted to tolerance.
Description of drawings
Concrete structure of the present utility model is further provided by following embodiment and accompanying drawing thereof.
Fig. 1 is the schematic side view of the utility model bridge structure.
Fig. 2 is the birds-eye view of Fig. 1.
Fig. 3 is the structural representation of the utility model boat and ship track.
Fig. 4 is that the utility model gap bridge is connected the structural representation between harbour and the boats and ships.
Fig. 5 is the running condition scheme drawing of the utility model gap bridge when being connected with boats and ships with harbour.
The specific embodiment
See also Fig. 1, Fig. 2.This is the scheme drawing of the utility model bridge structure.The bindiny mechanism that the utility model tolerance heavy duty steel is passed a bridge is connected between harbour track and the boat and ship track; The end plate 3 that it comprises gap bridge body 1, traverses the track 2 that is located on the gap bridge body and be located at this end, gap bridge body two ends; Also comprise on the end plate that is located at the gap bridge body, be positioned at the interface 4 at track both ends.
Among the embodiment of the bindiny mechanism that the utility model tolerance heavy duty steel is passed a bridge, described interface is made of half tenon shape piece 41.For improving its bearing force, the thick gusset 42 of pad weldering one power transmission below the half tenon shape piece of the bindiny mechanism that the utility model tolerance heavy duty steel is passed a bridge, the thick gusset of this power transmission is triangular in shape.
See also Fig. 3, and please cooperate referring to Fig. 4.Fig. 3 is the structural representation of the utility model boat and ship track.In the bindiny mechanism that the utility model tolerance heavy duty steel is passed a bridge, be positioned at the end that is connected track on described harbour and the boats and ships and also respectively be provided with a harbour interface 5 and a boats and ships interface 6 respectively.The harbour interface that the end was provided with that is positioned at harbour track 501 and boat and ship track 601 on described harbour and the boats and ships is identical with the shape of gap bridge interface with the boats and ships interface, each is made of second half tenon shape piece 51 (61), be meshed with half tenon shape piece of gap bridge interface during use, form a whole tenon shape.Equally, for improving its bearing force, pad welds a thick gusset 52 (62) of power transmission triangular in shape below harbour interface and boats and ships interface.
In the bindiny mechanism that the utility model tolerance heavy duty steel is passed a bridge, each side at described gap bridge body both ends respectively is provided with an engaging lug 43,44,45 and 46 with holes.The both sides that are positioned at the end of harbour track at harbour respectively are provided with an engaging lug 53 and 54 with holes.The both sides that are positioned at the end of boat and ship track at boats and ships respectively are provided with an engaging lug 63 and 64 with holes.
Please continue to consult Fig. 4.The utility model also comprises the connecting panel 7 that is connected on gap bridge body both ends and harbour and the boats and ships between the engaging lug of the end that connects track; Two connecting bores 71,72 are set, to be connected with engaging lug on described each connecting panel respectively by bolt.In these two connecting bores, wherein have at least one to be waist shaped hole.Present embodiment is provided with a waist shaped hole 72, is used to increase adjustable gap.
See also Fig. 5, this is the running condition scheme drawing of the utility model gap bridge when being connected with boats and ships with harbour.Among the figure: the 100th, pass a bridge; The 200th, harbour, the 201st, harbour track; The 300th, boats and ships, the 301st, boat and ship track.Connect by engaging lug 7 between gap bridge, harbour track, the boat and ship track.
The utility model will be determined the actual length of gap bridge with reference to the various version of harbour in actual use.Arranged on the harbour and boats and ships on track after, the lifting of will passing a bridge again puts in place, locatees with connecting panel and bolted connection.Operate roll-on/roll-off facilities then.
The utility model comformability is strong, and the bindiny mechanism of traditional gap bridge allows the space deviation to be about 0-40mm, and permission of the present utility model space deviation is 0-140mm.The error of not only having held the construction of most harbours has also improved the shipment ship and has transferred the tolerance of carrying water requirement and ship stability.Use in the time of almost can on all harbours, rolling dress resettlement main equipment.And have simple in structure, make advantage easy and simple to operate.And, because its key position structure is open, pinpoint the problems easily, in time repair.
Claims (7)
1, the bindiny mechanism of tolerance heavy duty steel gap bridge is connected gap bridge between harbour track and the boat and ship track; Described gap bridge comprises the gap bridge body, traverses the end plate that is located at the track on the gap bridge body and is located at this end, gap bridge body two ends; It is characterized in that described bindiny mechanism comprises on the end plate that is located at the gap bridge body, be positioned at the interface at track both ends; Also comprise the harbour interface and the boats and ships interface that are separately positioned on the end that is positioned at harbour track and boat and ship track on described harbour and the boats and ships; During use, harbour interface and boats and ships interface are meshed with the gap bridge interface.
2, the tolerance according to claim 1 heavy duty steel bindiny mechanism of passing a bridge is characterized in that, it is identical with the shape of gap bridge interface with the boats and ships interface to be positioned at the harbour interface that the end was provided with that is connected track on described harbour and the boats and ships, relative on the position.
3, the bindiny mechanism of tolerance heavy duty steel gap bridge according to claim 1 is characterized in that described interface is made of half tenon shape piece piece; During use, half tenon shape piece of harbour interface is meshed with half tenon shape piece of an interface in the gap bridge interface, forms a whole tenon shape; Half tenon shape piece of boats and ships interface is meshed with half tenon shape piece of another interface in the gap bridge interface, forms a whole tenon shape.
4, the tolerance according to claim 3 heavy duty steel bindiny mechanism of passing a bridge is characterized in that, the thick gusset of pad weldering one power transmission below the described half tenon shape piece interface.
5, the bindiny mechanism of tolerance heavy duty steel gap bridge according to claim 4 is characterized in that the thick gusset of described power transmission is triangular in shape.
6, the tolerance according to claim 1 heavy duty steel bindiny mechanism of passing a bridge is characterized in that, each side that is positioned at the end that is connected track on each side at described gap bridge body both ends and harbour and the boats and ships respectively is provided with an engaging lug with holes; Also comprise and be connected the connecting panel between the engaging lug of the end that connects track on gap bridge body both ends and harbour and the boats and ships; Two connecting bores are set, to be connected with engaging lug on described each connecting panel respectively by bolt.
7, the bindiny mechanism of tolerance heavy duty steel gap bridge according to claim 6 is characterized in that in two connecting bores of described connecting panel, wherein having at least one to be waist shaped hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620042063 CN2926037Y (en) | 2006-05-25 | 2006-05-25 | Tolerant heavy-loaded steel carrier connecting mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620042063 CN2926037Y (en) | 2006-05-25 | 2006-05-25 | Tolerant heavy-loaded steel carrier connecting mechanism |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2926037Y true CN2926037Y (en) | 2007-07-25 |
Family
ID=38280275
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620042063 Expired - Lifetime CN2926037Y (en) | 2006-05-25 | 2006-05-25 | Tolerant heavy-loaded steel carrier connecting mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2926037Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103171741A (en) * | 2011-12-20 | 2013-06-26 | 江苏道达海上风电工程科技有限公司 | Offshore wind turbine complete machine roll-on transport ship and transport system thereof |
-
2006
- 2006-05-25 CN CN 200620042063 patent/CN2926037Y/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103171741A (en) * | 2011-12-20 | 2013-06-26 | 江苏道达海上风电工程科技有限公司 | Offshore wind turbine complete machine roll-on transport ship and transport system thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: SHANGHAI ZHENHUA HEAVY INUDSTRY ( GROUP ) CO., LTD Free format text: FORMER NAME: SHANGHAI ZHENHUA HARBOUR MACHINERY (GROUP) CO., LTD. |
|
| CP03 | Change of name, title or address |
Address after: No. 3470 South Shanghai Road, Pudong, please. Zip code: 200125 Patentee after: Shanghai Zhenhua Heavy Industries (Group) Co., Ltd. Address before: No. 3470 South Shanghai Road, Pudong, please. Zip code: 200125 Patentee before: Shanghai Zhenhua Port Machinery (Group) Co., Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20070725 |
|
| EXPY | Termination of patent right or utility model |