CN202829009U - Rotary unloading type barging platform - Google Patents

Rotary unloading type barging platform Download PDF

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Publication number
CN202829009U
CN202829009U CN 201220362887 CN201220362887U CN202829009U CN 202829009 U CN202829009 U CN 202829009U CN 201220362887 CN201220362887 CN 201220362887 CN 201220362887 U CN201220362887 U CN 201220362887U CN 202829009 U CN202829009 U CN 202829009U
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CN
China
Prior art keywords
section steel
layer panel
platform
fixed
deck panels
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 - Lifetime
Application number
CN 201220362887
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Chinese (zh)
Inventor
刘洋
欧灼洪
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.)
CCCC Tianjin Dredging Co Ltd
CCCC Tianjin Harbour Engineering Co Ltd
CCCC TDC Binhai Environmental Channel Dredging Co Ltd
CCCC Tianjin Port and Shipping Survey and Design Institute Co Ltd
CCCC TDC Yantai Environmental Protection Dredging Co Ltd
CCCC TDC Environmental Engineering Co Ltd
CCCC TDC Southern Communications Construction Co Ltd
Original Assignee
CCCC TDC Southern Communications Construction Co Ltd
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 CCCC TDC Southern Communications Construction Co Ltd filed Critical CCCC TDC Southern Communications Construction Co Ltd
Priority to CN 201220362887 priority Critical patent/CN202829009U/en
Application granted granted Critical
Publication of CN202829009U publication Critical patent/CN202829009U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a rotary unloading type barging platform which comprises an upper layer panel and a telescopic layer panel that is glidingly arranged on the upper layer panel, wherein the upper layer panel is rectangular; the right end of the upper layer panel is rotationally arranged at the edge of a wharf; the left part of the upper layer panel tilts down; pull rings are welded at the front and rear ends of the upper layer panel respectively; a front pulley support and a rear pulley support are vertically fixed at the edge of the wharf; fixed pulleys are rotationally arranged at the top ends of the pulley supports; steel wire cables are wound on the fixed pulleys; one end of each steel wire cable is fixed on one pull ring and the other end thereof is connected with an electric winch onshore; the telescopic layer panel is rectangular and is parallel to the upper layer panel. The platform adopts vertical rotation of the platform to adapt to different tidal levels and operations of ships with different depths; the telescopic layer panel is matched with the movement of a ship position; goods are directly transported to each part of a cabin; the loss of the goods is avoided; the barging efficiency is improved greatly; the barging cost is lowered; and the platform can be used for multiple barging sites and is high in adaptability.

Description

The turn formula of unloading fills refutes platform
Technical field
The utility model relates to dress and refutes platform, is specifically related to unload formula dress of turn and refutes platform.
Background technology
It is to utilize mechanical equipment that goods is is directly or indirectly loaded and transported to barge that the harbour dress is refuted, and goods enters the process of water transport state, how to reduce the time that the goods dress is refuted, and the safety factor when increasing vehicle, personnel's operation is the key factor that the impact dress is refuted process.
In present harbour dress collar territory, the equipment that generally adopts has grab type door machine, gantry crane etc., the grab type door machine that mostly is that bulk goods adopts.Refute in the process at reality dress, generally first goods is transported to from elsewhere harbour and is poured onto the stock ground, boats and ships are in place at harbour simultaneously, adopt grab type door machine a pipeful of with the goods grasping operation to cabin.
The shortcoming of prior art:
(1) site requirements is high.Namely need larger stock ground, need simultaneously supporting harbour, the door machine equipment complete, generally mostly be preferably specialized marine terminal of condition of compatibility.And relatively poor in the land condition, particularly at present water works construction field, the construction of large-scale offshore type artificial island is very general, and the workyard condition is poor, and the place that is difficult to provide suitable is used for windrow, more is difficult to provide self-contained harbour to be used for material and goes out fortune.
(2) cost is high, and it is low that dress is refuted efficient.Because goods enters boats and ships need to be by " vehicle is toppled over-stockyard-material loading machinery-boats and ships " this process, not only need the time longer, also need simultaneously to open up special stockyard, need the professional equipments such as gauntry crane, cost is high, and it is low that dress is refuted efficient, impact may be little in common terminal operation, but in the engineering goods and materials shipment that needs are raced against time, in the shipment such as building stones such as piece stone, rubble, two slabstones, it is too low that this kind dress is refuted mode efficient.
(3) repeatedly to have bad luck loss larger for goods.
The utility model content
It is high that technical problem to be solved in the utility model is that existing harbour dress is refuted site requirements, the problem that the cost-effective rate is low and the goods loss is larger.
In order to solve the problems of the technologies described above, the technical scheme that the utility model adopts provides unload formula dress of a kind of turn and refutes platform, comprise that deck panels and slip are arranged at the stretchable layer panel on the described upper deck panels, described upper deck panels is rectangle, right-hand member rotates the edge that is arranged at harbour, the downward-sloping setting of left part and its front and back end are welded with respectively a draw ring, the edge of harbour also vertically is fixed with former and later two pulley brackets, described pulley bracket top is rotated and is provided with a fixed pulley, be wound with wire hawser on the described fixed pulley, described wire hawser one end is fixed on the described draw ring, the other end links to each other with on the bank electric winch, and described stretchable layer panel is rectangle and parallel with described upper deck panels.
Refute in the platform at unload formula dress of above-mentioned turn, described upper deck panels is steel plate, and the front and back end of right-hand member bottom surface is welded with respectively an A-frame, and the lower end of described A-frame is welded with roller bearing, be fixed with respectively a cylinder before and after the edge of harbour, described roller bearing is inserted in the described cylinder.
Refute in the platform at unload formula dress of above-mentioned turn, the front and back end of described upper strata panel end face is welded with respectively guardrail.
Refute in the platform at unload formula dress of above-mentioned turn, the left end of described guardrail is fixed with suspension ring, is fixed with on the described suspension ring to prevent the excessively protection wire hawser of upset of described upper deck panels, and the other end of described protection wire hawser is fixed in the top of described pulley bracket.
Refute in the platform at unload formula dress of above-mentioned turn, the front and back end of described upper deck panels bottom surface is welded with respectively a horizontal outer channel-section steel, overlapped the internal layer channel-section steel in the described outer channel-section steel, the size of described internal layer channel-section steel is less than the size of described outer channel-section steel, the opening of described outer channel-section steel and internal layer channel-section steel is towards the inboard of described upper deck panels, and described stretchable layer panel is that steel plate and front and back end are welded in respectively on the described internal layer channel-section steel.
Refute in the platform at unload formula dress of above-mentioned turn, have through hole on the up and down bending edge of described outer channel-section steel and internal layer channel-section steel, be inserted with the latch that described outer channel-section steel and internal layer channel-section steel are fixed together in the described through hole, described latch is a plurality of and along the uniform setting of described outer channel-section steel length direction.
Refute in the platform at unload formula dress of above-mentioned turn, described latch is screw.
The utility model is by the operation of rotating up and down to adapt to different tidal level and the high boats and ships of the different sides of a ship of platform, cooperate the accommodation to move by the stretchable layer panel simultaneously, goods directly is delivered to the various piece of cabin, avoided the goods loss, the efficient that dress is refuted significantly improves, reduce dress and refuted cost, can refute operation on the place, strong adaptability at multiple dress.
Description of drawings
The turn that Fig. 1 provides for the utility model formula of unloading fills the structural representation of refuting platform;
The turn that Fig. 2 provides for the utility model formula of unloading fills the left TV structure schematic diagram of refuting platform;
Outer channel-section steel and internal layer channel-section steel connection structure schematic diagram that Fig. 3 provides for the utility model.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is made detailed explanation.
As shown in Figure 1 and Figure 2, the turn that provides of the utility model formula dress of unloading is refuted platform and is comprised deck panels 1 and slide and be arranged at stretchable layer panel 2 on the deck panels 1.
Upper deck panels 1 is the steel plate of rectangle, the downward-sloping setting of left part and its front and back end are welded with respectively a draw ring 11, the front and back end of right-hand member bottom surface is welded with respectively an A-frame 12, the lower end of A-frame 12 is welded with roller bearing 13, be fixed with respectively a cylinder 14 before and after the edge of harbour, roller bearing 13 is inserted in the cylinder 14, and upper deck panels 1 can be rotated take cylinder 14 as fulcrum; The edge of harbour also vertically is fixed with former and later two pulley brackets 3, pulley bracket 3 is welded by channel-section steel, and pulley bracket 3 tops are rotated and are provided with a fixed pulley 31, are wound with wire hawser 4 on the fixed pulley 31, wire hawser 4 one ends are fixed on the draw ring 11, and the other end links to each other with on the bank electric winch 5.Can control the rotation of upper deck panels 1 by electric winch 5 folding and unfolding wire hawsers 4.
The front and back end of upper deck panels 1 end face is welded with respectively guardrail 15, and guardrail 15 can prevent from the side landing of goods.The left end of guardrail is fixed with suspension ring 151; be fixed with protection wire hawser 41 on the suspension ring 151; the other end of protection wire hawser 41 is fixed in the top of pulley bracket 3; the length of protection wire hawser 41 can be followed according to the flip angle of upper deck panels 1 and be adjusted; be mainly used in fixing upper deck panels 1, prevent its excessive upset.
Stretchable layer panel 2 is the steel plate of rectangle and parallel with upper deck panels 1.Again referring to Fig. 3, the front and back end of upper deck panels 1 bottom surface is welded with respectively a horizontal outer channel-section steel 6, overlapped internal layer channel-section steel 7 in the outer channel-section steel 6, the size of internal layer channel-section steel 7 is less than the size of outer channel-section steel 6, the opening of outer channel-section steel 6 and internal layer channel-section steel 7 is towards the inboard of upper deck panels 1, and the front and back end of stretchable layer panel 2 is welded in respectively on the internal layer channel-section steel 7; Have through hole on the up and down bending edge of outer channel-section steel 6 and internal layer channel-section steel 7, be inserted with the latch 8 that outer channel-section steel 6 and internal layer channel-section steel 7 are fixed together in the through hole, in the present embodiment, latch 8 is for screw and front and back respectively are eight, and latch 8 is along the uniform setting of outer channel-section steel 6 length directions.
The turn that the utility model the provides formula of unloading fills refutes platform rotates up and down to adapt to different tidal level and the high boats and ships of the different sides of a ship by the whole platform of electric winch 5 drives operation, cooperate the accommodation to move by stretchable layer panel 2 with respect to the movement of upper deck panels 1 simultaneously, the goods of needs shipment is delivered to the various piece of cabin, thereby can make goods directly need not to re-use the large-scale door machine charging in each berth from the transport vehicle shipment, avoided to greatest extent the goods loss, easy to operate on the other hand, safety factor is high, only need less operating personal, the efficient that vehicle unloading and boats and ships dress are refuted significantly improves, greatly reduced dress and refuted production time, reduced dress and refuted cost.
The turn that the utility model provides is unloaded, and to refute platform structure simple for formula dress, strong adaptability.The utility model adopts the simple components such as channel-section steel, steel plate, electric winch, pulley, with low cost, take full advantage of material of construction commonly used, connect into an integral body by modes such as welding, making and easy to assembly quick, it is slightly good at harbour or depth of water situation only to need, smooth pockets such as the shore protection that boats and ships can be stopped, dykes and dams can be assembled, only need simple soldering outfit to get final product when safeguarding, but simultaneously subassembly dismounting after a place uses can be assembled rapidly and place in operation in other places.Can to fill goods, the goods and materials kind of refuting many for this platform simultaneously, are fit to the transportation of most of bulk goods, and applicability is stronger when particularly refuting for the bulk goods such as reinforcing bar, building stones, mineral, bagged products dress.
Unload formula dress of the turn that the utility model provides is refuted platform and is had commonality, extend energetically in the trend of harbour, harbour in the whole world, particularly in the construction of a large amount of " artificial island " shore protection of neritic province domain, harbour, all material of constructions, goods and materials all need to pass through Shipping, refuting platform at this dress of the dress collar territory of the bulk goods such as ore also has stronger applicability, has very high promotional value.
The utility model is not limited to above-mentioned preferred forms, and anyone should learn the structural change of making under enlightenment of the present utility model, every with the utlity model has identical or close technical scheme, all fall within the protection domain of the present utility model.

Claims (7)

1. the turn formula of unloading fills and refutes platform, it is characterized in that, comprise that deck panels and slip are arranged at the stretchable layer panel on the described upper deck panels, described upper deck panels is rectangle, right-hand member rotates the edge that is arranged at harbour, the downward-sloping setting of left part and its front and back end are welded with respectively a draw ring, the edge of harbour also vertically is fixed with former and later two pulley brackets, described pulley bracket top is rotated and is provided with a fixed pulley, be wound with wire hawser on the described fixed pulley, described wire hawser one end is fixed on the described draw ring, and the other end links to each other with on the bank electric winch, and described stretchable layer panel is rectangle and parallel with described upper deck panels.
2. the turn as claimed in claim 1 formula of unloading fills and refutes platform, it is characterized in that, described upper deck panels is steel plate, the front and back end of right-hand member bottom surface is welded with respectively an A-frame, the lower end of described A-frame is welded with roller bearing, be fixed with respectively a cylinder before and after the edge of harbour, described roller bearing is inserted in the described cylinder.
3. the turn as claimed in claim 1 formula of unloading fills and refutes platform, it is characterized in that, the front and back end of described upper strata panel end face is welded with respectively guardrail.
4. the turn as claimed in claim 3 formula of unloading fills and refutes platform; it is characterized in that; the left end of described guardrail is fixed with suspension ring, is fixed with on the described suspension ring to prevent the excessively protection wire hawser of upset of described upper deck panels, and the other end of described protection wire hawser is fixed in the top of described pulley bracket.
5. the turn as claimed in claim 1 formula of unloading fills and refutes platform, it is characterized in that, the front and back end of described upper deck panels bottom surface is welded with respectively a horizontal outer channel-section steel, overlapped the internal layer channel-section steel in the described outer channel-section steel, the size of described internal layer channel-section steel is less than the size of described outer channel-section steel, the opening of described outer channel-section steel and internal layer channel-section steel is towards the inboard of described upper deck panels, and described stretchable layer panel is that steel plate and front and back end are welded in respectively on the described internal layer channel-section steel.
6. the turn as claimed in claim 5 formula of unloading fills and refutes platform, it is characterized in that, have through hole on the up and down bending edge of described outer channel-section steel and internal layer channel-section steel, be inserted with the latch that described outer channel-section steel and internal layer channel-section steel are fixed together in the described through hole, described latch is a plurality of and along the uniform setting of described outer channel-section steel length direction.
7. the turn as claimed in claim 6 formula of unloading fills and refutes platform, it is characterized in that, described latch is screw.
CN 201220362887 2012-07-25 2012-07-25 Rotary unloading type barging platform Expired - Lifetime CN202829009U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220362887 CN202829009U (en) 2012-07-25 2012-07-25 Rotary unloading type barging platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220362887 CN202829009U (en) 2012-07-25 2012-07-25 Rotary unloading type barging platform

Publications (1)

Publication Number Publication Date
CN202829009U true CN202829009U (en) 2013-03-27

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CN 201220362887 Expired - Lifetime CN202829009U (en) 2012-07-25 2012-07-25 Rotary unloading type barging platform

Country Status (1)

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CN (1) CN202829009U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108069215A (en) * 2016-11-11 2018-05-25 深圳市兴德诚投资有限公司 Cubic metre of earth and stone transmitting device and cubic metre of earth and stone transmission method
CN109115458A (en) * 2018-07-27 2019-01-01 大连理工大学 A kind of wedge-shaped wave absorber freely changing angle
CN114180367A (en) * 2022-01-10 2022-03-15 兴盛社区网络服务股份有限公司 Warehouse logistics unloading platform
CN114408006A (en) * 2022-02-09 2022-04-29 山东商务职业学院 Plate material carrying device for building engineering
CN114180367B (en) * 2022-01-10 2024-05-03 兴盛社区网络服务股份有限公司 Warehouse logistics unloading platform

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108069215A (en) * 2016-11-11 2018-05-25 深圳市兴德诚投资有限公司 Cubic metre of earth and stone transmitting device and cubic metre of earth and stone transmission method
CN109115458A (en) * 2018-07-27 2019-01-01 大连理工大学 A kind of wedge-shaped wave absorber freely changing angle
CN109115458B (en) * 2018-07-27 2020-02-18 大连理工大学 Wedge-shaped wave absorbing device capable of freely changing angle
CN114180367A (en) * 2022-01-10 2022-03-15 兴盛社区网络服务股份有限公司 Warehouse logistics unloading platform
CN114180367B (en) * 2022-01-10 2024-05-03 兴盛社区网络服务股份有限公司 Warehouse logistics unloading platform
CN114408006A (en) * 2022-02-09 2022-04-29 山东商务职业学院 Plate material carrying device for building engineering
CN114408006B (en) * 2022-02-09 2022-11-22 山东商务职业学院 Plate material carrying device for building engineering

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: CCCC TIANJIN DREDGING CO., LTD. CCCC TDC ENVIRONME

Effective date: 20150525

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 518040 SHENZHEN, GUANGDONG PROVINCE TO: 518000 SHENZHEN, GUANGDONG PROVINCE

TR01 Transfer of patent right

Effective date of registration: 20150525

Address after: Futian District forestry road Shenzhen city Guangdong province 518000 2106, 2107 2108, Xin Zhu Yuan, 2109, room 2110

Patentee after: CCCC TDC SOUTHERN COMMUNICATIONS CONSTRUCTION Co.,Ltd.

Patentee after: CCCC TIANJIN DREDGING Co.,Ltd.

Patentee after: CCCC-TDC ENVIRONMENTAL ENGINEERING Co.,Ltd.

Patentee after: CCCC-TDC BINHAI ENVIRONMENTAL CHANNEL DREDGING Co.,Ltd.

Patentee after: CCCC TIANJIN DREDGING HARBOUR CONSTRUCTION ENGINEERING Co.,Ltd.

Patentee after: CCCC TIANJIN PORT & WATERWAY PROSPECTION & DESIGN RESEARCH INSTITUTE Co.,Ltd.

Patentee after: CCCC TDC ENVIRONMENTAL PROTECTION DREDGING Co.,Ltd.

Address before: Futian District forestry road Shenzhen city Guangdong province 518040 2106, 2107 2108, Xin Zhu Yuan, 2109, room 2110

Patentee before: CCCC TDC SOUTHERN COMMUNICATIONS CONSTRUCTION Co.,Ltd.

CX01 Expiry of patent term

Granted publication date: 20130327

CX01 Expiry of patent term