CN204452829U - Displacement type wharf ladder - Google Patents

Displacement type wharf ladder Download PDF

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Publication number
CN204452829U
CN204452829U CN201520111236.2U CN201520111236U CN204452829U CN 204452829 U CN204452829 U CN 204452829U CN 201520111236 U CN201520111236 U CN 201520111236U CN 204452829 U CN204452829 U CN 204452829U
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CN
China
Prior art keywords
ladder
pile
handrail
harbour
hinged
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.)
Expired - Fee Related
Application number
CN201520111236.2U
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Chinese (zh)
Inventor
李冬娣
王永忠
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ship's Outfit Co Ltd Of Jiangsu Jiangyan City
Original Assignee
Ship's Outfit Co Ltd Of Jiangsu Jiangyan City
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Ship's Outfit Co Ltd Of Jiangsu Jiangyan City filed Critical Ship's Outfit Co Ltd Of Jiangsu Jiangyan City
Priority to CN201520111236.2U priority Critical patent/CN204452829U/en
Application granted granted Critical
Publication of CN204452829U publication Critical patent/CN204452829U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of displacement type wharf ladder, it comprises handrail, perpendicular railing, connecting rod, handle, pile and ladder.Described handrail, ladder and perpendicular railing are hinged and are connected into the harbour ladder of seemingly parallel four-bar linkage, the handrail overlap joint handle overhanging towards hull direction, the handle cantilever end overhanging along handrail is provided with clump weight, connecting rod is hinged in turning down at the handle other end, adjacent and the parallel spaced-apart of railing is erected on sagging connecting rod and the right, and connecting rod bottom and ladder are hinged.Described pile is vertically fixedly connected with on the quarter on deck, eye plate is respectively equipped with on pile top with at a distance of h place, ship side deck, handrail in harbour ladder and ladder reserved eye plate on hull one end and pile is hinged, form centered by the eye plate of harbour ladder on pile, relative ship side deck swings up and down structure, its pivot angle α=-30 0~ 30 0.The utility model pivot angle scope is large, can meet wharf ladder and steadily set up under different working condition.

Description

Displacement type wharf ladder
Technical field
The utility model relates to a kind of ship deck machinery, and specifically, the utility model relates to a kind of wharf ladder being arranged on gun wale, particularly a kind of displacement type wharf ladder.
Background technology
Kiloton boats and ships, naval vessel because of hull relatively large, drinking water is relatively dark, a gun wale and harbour segment distance apart when making harbour, and is usually discharged by ship and provides wharf ladder to step on disembark passage as staff for oneself.The wharf ladder of prior art is integral structure, is directly hinged and connected on ship side deck.This direct connection structural rigidity foot, good stability, on the quarter below deck 30 0in scope, reliable erection, can guarantee that staff steps on the current safety of disembark.However, there is limitation in actual use in prior art products, and namely or ship side deck equal with quay surface, ship side deck can normally use higher than during quay surface.Once shipful, ship side deck may lower than quay surface, this situation exceeds the wharf ladder erection scope of prior art, wharf ladder external part ladder rests on quayside, easily cause that to stretch to harbour one end roller down unsettled, and the ladder of wharf ladder directly directly contacts with quayside, because hull is with sea sloshing, dynamic wharf ladder is produced with static quayside junction rub, rub except generation noise, greatest problem causes the damage of wharf ladder and quayside, brings unnecessary dispute and economic loss thus.
Utility model content
The utility model is mainly for the little problem of prior art products variable range, propose a kind ofly to utilize the parallel four continuous lever mechanisms displacement type wharf ladders made of interlock principles, this terraced structure is simple, connect reliable, displacement processing ease, use safety and applied widely.
The utility model is achieved through the following technical solutions technical goal.
Displacement type wharf ladder, it comprises handrail, perpendicular railing, connecting rod, handle, pile and ladder.Described handrail and ladder are rod member, are hinged between the two by the contour and perpendicular railing of parallel spaced-apart, form the harbour ladder of likeness in form parallel four-bar linkage.Ladder overhanging end is provided with roller down, the handrail overlap joint handle overhanging towards hull direction, the handle suspended wall end overhanging along handrail is provided with clump weight, is hinged connecting rod in turning down at the handle other end, adjacent and the parallel spaced-apart of railing is erected on sagging connecting rod and the right, and connecting rod bottom and ladder are hinged.Its improvements are: described pile is vertically fixedly connected with on the quarter on deck, eye plate is respectively equipped with on pile top with at a distance of h=400 ~ 800mm place, ship side deck, handrail in harbour ladder and ladder reserved eye plate on hull one end and pile is hinged, form centered by the eye plate of harbour ladder on pile, relative ship side deck swings up and down structure.
In said structure, centered by the eye plate of harbour ladder on pile, relative ship side deck swings up and down, its pivot angle α=-30 0~ 30 0.Piles column bottom is provided with marks time, and marks time and is positioned at h1/2 place on ship side deck.Pile is provided with the locking bail of hand power screw structure, and this locking bail is used for when displacement type wharf ladder is collected spacing.
The utility model compared with prior art, has following good effect:
1, like the harbour ladder of parallel four continuous lever mechanisms, structure is simple, making is easy;
2, the harbour ladder deformation being hinged structure is easy, adds by pile frame height harbour ladder, significantly strengthens displacement scope, reliably can set up under various working condition in tolerance band;
3, seemingly the harbour ladder of parallel four continuous lever mechanisms, under the power-assisted of clump weight, manipulates laborsaving, quick;
4, like the harbour ladder easy-to-collection of parallel four continuous lever mechanisms, during collection, mechanicalness locking is done, good reliability with locking bail.
Accompanying drawing explanation
Fig. 1 is the utility model structure schematic front view, and the displacement type wharf ladder in figure is in level erection.
Fig. 2 is the schematic diagram of the wharf ladder of displacement type shown in Fig. 1 under another kind of limiting condition condition, and namely ship side deck is higher than quay surface, and the displacement type wharf ladder in figure presents-30 0tilting erection.
Fig. 3 is the schematic diagram under another limiting condition condition of the wharf ladder of displacement type shown in Fig. 1, and namely ship side deck is far below quay surface, and the displacement type wharf ladder in figure is 30 0tilting erection.
Fig. 4 is the schematic diagram that the wharf ladder of displacement type shown in Fig. 1 is in collection situation.
Detailed description of the invention
Below with reference to the accompanying drawings and in conjunction with the embodiments, the utility model is described in further detail.
Displacement type wharf ladder shown in Fig. 1 is the embodiment of supporting 8 kiloton bulge carriers, and it comprises handrail 1, perpendicular railing 2, connecting rod 3, handle 4, pile 5 and ladder 6.Described handrail 1 and ladder 6 are rod member, and handrail 1 is positioned on ladder 6, are hinged between the two by the contour and perpendicular railing 2 of parallel spaced-apart, form the harbour ladder like parallel four-bar linkage.Ladder 6 overhanging end is provided with roller 6.1 down, and roller 6.1 effect improves the contact with quay surface 8.Handrail 1 is towards one end overlap joint handle 4 in hull direction, and handle 4 cantilever end overhanging along handrail 1 is provided with clump weight 4.1, and the clump weight 4.1 added plays balance and power-assisted effect in the structure, is conducive to alleviating manipulation force, improves erection efficiency.Be hinged connecting rod 3 in turning down at handle 4 other end, railing 2 adjacent and parallel period is erected on sagging connecting rod 3 and the right, and connecting rod 3 bottom and ladder 6 are hinged formation link gear.The utility model is vertical fixing pile 5 on deck 7 on the quarter, is respectively equipped with eye plate, h=500mm in the present embodiment on pile 5 top with at a distance of the h place on ship side deck 7.Handrail 1 in harbour ladder and ladder 6 reserved eye plate on hull one end and pile 5 is hinged, and form centered by the eye plate of harbour ladder on pile 5, swing up and down structure relative to ship side deck 7, this swings up and down pivot angle α=-30 of structure 0~ 30 0various working condition can be met completely in this angular range under, on the quarter 7 to quay surface, deck 8 sets up displacement type wharf ladder reposefully, guarantee that the ladder 6 of displacement type wharf ladder does not rest on quay surface 8 or quayside, even if hull rocks with stormy waves, barrel shift is only made in displacement type wharf ladder and quay surface 8, does not mutually produce destructive contact.Displacement type wharf ladder shown in Fig. 1 is in level erection, this situation pivot angle α=0 0, be convenient to personnel most and pass through.The embodiment that displacement type wharf ladder shown in Fig. 2 sets up under another kind of limiting condition condition, namely ship side deck 7 is higher than quay surface 8, and displacement type wharf ladder is in-30 0tilting erection, descending structure makes roller 6.1 can move with ladder 6 and rolls, the embodiment of setting up under another limiting condition condition of the displacement type wharf ladder shown in Fig. 3, namely ship side deck 7 is far below quay surface 8, the utility model increases the setting height(from bottom) of harbour ladder by pile 5, with the harbour ladder adopted like parallel four-bar linkage, although displacement type wharf ladder is with 30 0during tilting erection, quay surface 8 does not contact with ladder 6, and both are contacted by roller 6.1, and destructive contact does not occur thus.Because harbour ladder is high by pile 5 frame, pass through, be provided with and mark time 5.2 bottom pile 5 for the ease of personnel, marking time 5.2 is positioned at h1/2 place on ship side deck 7, i.e. 250mm place.During boats and ships departure, displacement type wharf ladder must be recovered on ship side deck 7 and collect, the utility model utilizes the harbour ladder seemingly folding principle of parallel four-bar linkage, and bar handle 4 makes harbour ladder be folded into shape as shown in Figure 4.In order to reliable collection, the utility model adopts locking bail 5.1 lock-bit of hand power screw structure, and this kind of mechanical type lock-bit is reliable, safety.

Claims (4)

1. a displacement type wharf ladder, it comprises handrail (1), perpendicular railing (2), connecting rod (3), handle (4), pile (5) and ladder (6); Described handrail (1) and ladder (6) are rod member, are hinged between the two by the contour and perpendicular railing (2) of parallel spaced-apart, form the harbour ladder of likeness in form parallel four-bar linkage; Ladder (6) overhanging end is provided with roller (6.1) down, the handrail (1) overlap joint handle (4) overhanging towards hull direction, handle (4) the suspended wall end overhanging along handrail (1) is provided with clump weight (4.1), connecting rod (3) is hinged in turning down at handle (4) other end, adjacent and the parallel spaced-apart of railing (2) is erected on sagging connecting rod (3) and the right, and connecting rod (3) bottom and ladder (6) are hinged; It is characterized in that: described pile (5) is vertically fixedly connected with on the quarter on deck (7), eye plate is respectively equipped with on pile (5) top with at a distance of ship side deck (7) h=400 ~ 800mm place, handrail (1) in harbour ladder and ladder (6) are hinged towards hull one end and the upper reserved eye plate of pile (5), form centered by the eye plate of harbour ladder on pile (5), relative ship side deck (7) swings up and down structure.
2. displacement type wharf ladder according to claim 1, is characterized in that: centered by the eye plate of harbour ladder on pile (5), relative ship side deck swings up and down, its pivot angle α=-30 0~ 30 0.
3. displacement type wharf ladder according to claim 1, is characterized in that: described pile (5) bottom is provided with mark time (5.2), and mark time (5.2) are positioned at h1/2 place on ship side deck (7).
4. displacement type wharf ladder according to claim 1, is characterized in that: described pile (5) is provided with the locking bail (5.1) of hand power screw structure.
CN201520111236.2U 2015-02-16 2015-02-16 Displacement type wharf ladder Expired - Fee Related CN204452829U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520111236.2U CN204452829U (en) 2015-02-16 2015-02-16 Displacement type wharf ladder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520111236.2U CN204452829U (en) 2015-02-16 2015-02-16 Displacement type wharf ladder

Publications (1)

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CN204452829U true CN204452829U (en) 2015-07-08

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105270570A (en) * 2015-02-16 2016-01-27 江苏姜堰船舶舾装件有限公司 Displacement type wharf ladder
CN107914830A (en) * 2017-12-20 2018-04-17 江苏科技大学 A kind of offshore wind farm safeguards that buffering is stepped on by device and its application method
CN109383713A (en) * 2018-10-15 2019-02-26 南通力威机械有限公司 A kind of single-unit boarding ladder

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105270570A (en) * 2015-02-16 2016-01-27 江苏姜堰船舶舾装件有限公司 Displacement type wharf ladder
CN107914830A (en) * 2017-12-20 2018-04-17 江苏科技大学 A kind of offshore wind farm safeguards that buffering is stepped on by device and its application method
CN107914830B (en) * 2017-12-20 2024-04-19 江苏科技大学 Offshore wind power maintenance buffer landing device and application method thereof
CN109383713A (en) * 2018-10-15 2019-02-26 南通力威机械有限公司 A kind of single-unit boarding ladder

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150708

Termination date: 20200216

CF01 Termination of patent right due to non-payment of annual fee