CN201037231Y - Yacht dock (bateau bridge) - Google Patents

Yacht dock (bateau bridge) Download PDF

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Publication number
CN201037231Y
CN201037231Y CNU2007200486833U CN200720048683U CN201037231Y CN 201037231 Y CN201037231 Y CN 201037231Y CN U2007200486833 U CNU2007200486833 U CN U2007200486833U CN 200720048683 U CN200720048683 U CN 200720048683U CN 201037231 Y CN201037231 Y CN 201037231Y
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CN
China
Prior art keywords
floating box
pontoon bridge
shell wall
yacht wharf
floating
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
CNU2007200486833U
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Chinese (zh)
Inventor
刘洪辉
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LIU HONGHUI
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Individual
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
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Priority to CNU2007200486833U priority Critical patent/CN201037231Y/en
Application granted granted Critical
Publication of CN201037231Y publication Critical patent/CN201037231Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a yacht wharf ( float bridge ) for superaqueous floating body project, which consists of a plurality of floating box bodies and a positioning member for designing weighted points on the floating wharf, wherein, one floating box bodies are fixed by a longitudinal connecting skeleton on left side and right side, wherein, the floating box body is composed of a ferroconcrete shell wall and a forming foam in the ferroconcrete shell wall. A transverse screw rod which extends toward two sides and is fixed with the longitudinal connecting skeleton is arranged in the wall plate of the ferroconcrete shell wall. The utility model has the advantages of high entire stability, simple structure, convenient installation and detachment, good shocking proof and good safety performance.

Description

A kind of yacht wharf (pontoon bridge)
Technical field
The utility model relates to a kind of floating wharf that is applied to buoyancy aid engineering waterborne, refers in particular to a kind of yacht wharf (pontoon bridge).
Background technology
The landing stage is because construction is simple, easy to use, economy has obtained using widely, but the buoyancy aid of present most of yacht wharf (pontoon bridge) adopts steel buoyancy aid and wooden buoyancy aid (landing stage) more, the steel buoyancy aid exists cost height, perishable, difficult defective of repairing, and frequent, the regular maintenance of wooden buoyancy aid, maintenance cost is very high, and this floating wharf (pontoon bridge) exists from heavy and light, swings big defective, and middle-size and small-size ship can only berth.
Summary of the invention
The high a kind of yacht wharf (pontoon bridge) of a kind of resistance to overturning that provides is provided order of the present utility model; Can address the above problem by the utility model, not only make simply, cost is low, do not need frequent maintenance, and can fill a part deadweight that guarantees the floating wharf, improve the stability of floating wharf, enlarged the scope of application of landing stage, can berth than relatively large sightseeing ship; And can conveniently be assembled into the floating platform of different shape.
The purpose of this utility model is achieved in that a kind of yacht wharf (pontoon bridge), form by a plurality of floating box with at the align member of landing stage design stress point, vertical skeletal fixation that is connected by the left and right sides between floating box and the floating box connects, wherein: described floating box is made of the typing foam in steel concrete shell wall and the steel concrete shell wall, is provided with to extend to two sides and vertically be connected the transverse screw that skeletal fixation connects in steel concrete shell wall wainscot.
The above-mentioned described steel concrete shell wall of a kind of yacht wharf (pontoon bridge) wainscot extension downwards is provided with horizontal brace summer, and transverse screw is arranged in the brace summer.
The above-mentioned described floating box of a kind of yacht wharf (pontoon bridge) sidepiece corresponding with the floating box fillet also is provided with by plate towards recessed fitting operation groove, is provided with reinforced company's fitting between the fitting operation groove of two floating box.
The described vertical connection skeleton of above-mentioned a kind of yacht wharf (pontoon bridge) is made of the shaped steel of inboard and the hardwood support in the outside, is provided with crashproof fender bar in the hardwood support outside.
Position, angle between the floating box that the above-mentioned described two-phase commissure of a kind of yacht wharf (pontoon bridge) connects is provided with triangular support bracket.
The above-mentioned described align member of a kind of yacht wharf (pontoon bridge) can be guide pile or anchor block.
Above-mentioned a kind of yacht wharf (pontoon bridge) is provided with the water supply electric line in floating box.
The above-mentioned described reinforced company of a kind of yacht wharf (pontoon bridge) fitting is made of pull bar and flexible buffering piece, and described pull bar two ends extend in the floating box fitting operation groove fixing respectively, and flexible buffering piece is arranged between two floating box.
The utility model is owing to adopt said structure, by the floating box that is made of the typing foam in steel concrete shell wall and the steel concrete shell wall is set, increase self stability in the time of for the enough buoyancy of yacht wharf (pontoon bridge) design, enlarged the scope of application of landing stage; The horizontally set of floating box upper face extends to the side and vertically is connected the screw rod that skeletal fixation connects, guarantee convenient between floating box and the floating box install be connected and local stand under load power to the advantage of multi-direction transmission, dispersion.
Advantage such as that the utility model also has is simple in structure, easy installation and removal, shock resistance, security performance are good.
Description of drawings
Fig. 1 is the transversary schematic diagram of the utility model specific embodiment;
Fig. 2 is the vertical structure schematic diagram of the utility model specific embodiment;
Fig. 3 is the structural representation that the utility model vertically connects skeleton;
Fig. 4 is the transversary schematic diagram of another embodiment of the utility model;
Fig. 5 is the floor map of the concrete compound mode of the utility model;
Fig. 6 is the generalized section of the concrete compound mode of the utility model;
Fig. 7 is the C portion structure for amplifying schematic diagram of Fig. 6.
Among the figure: 1 is floating box, and 11 is the steel concrete shell wall, and 12 are the typing foam, 13 is transverse screw, and 14 is brace summer, and 15 is the fitting operation groove, 2 is align member, and 3 is vertically to connect skeleton, and 31 is channel-section steel, 32 are the hardwood support, and 33 is crashproof fender bar, and 4 is reinforced company's fitting, 41 is pull bar, 42 is flexible buffering piece, and 5 is triangular support bracket, and 6 are the water supply electric line.
The specific embodiment
The utility model is further described below in conjunction with the embodiment in the accompanying drawing, but do not constitute any restriction of the present utility model.
As Fig. 1, Fig. 2 and shown in Figure 3, a kind of yacht wharf (pontoon bridge), form by a plurality of floating box 1 with at the guide pile align member 2 of landing stage design stress point, it is fixedly connected to be connected skeleton 3 by the left and right sides vertical between floating box 1 and the floating box 1, floating box 1 is made of the typing foam 12 in steel concrete shell wall 11 and the steel concrete shell wall 11, be provided with uniform steel mesh reinforcement along 11 wall weeks of steel concrete shell wall, in steel concrete shell wall 11 wainscots, be provided with to extend and interted the transverse screw 13 of vertical connection skeleton 3 of two sides, and to establish nut fixedly connected connecting skeleton 3 outsides; Steel concrete shell wall 11 wainscots extension downwards are provided with horizontal brace summer 14, and transverse screw 13 is arranged in the brace summer 14; Vertically connect skeleton 3 and constitute, support 32 outsides at hardwood and be provided with crashproof fender bar 33 by the shaped steel 31 of inboard and the hardwood support 32 in the outside; In floating box 1, be provided with water supply electric line 6.
As shown in Figure 4, a kind of yacht wharf (pontoon bridge), the sidepiece that floating box 1 is corresponding with floating box 1 fillet also are provided with by plate towards recessed fitting operation groove 15, are provided with reinforced company's fitting 4 between the fitting operation groove 15 of two floating box 1; Reinforced company's fitting 4 is made of pull bar 41 and flexible buffering piece 42, and pull bar 41 two ends extend in the floating box 1 fitting operation groove 15 fixing respectively, and flexible buffering piece 42 is arranged between two floating box 1.
As Fig. 5, Fig. 6 and shown in Figure 7, when the utility model specifically uses, when being mounted to yacht wharf, include the main stem A and the by-path B that constitute by a plurality of floating box 1 assemblings, it is fixing at buoyancy aid assembling combination body design stress point steel pipe guide pile align member 2 to be installed, position, angle between the floating box 1 that main stem A and by-path B two-phase commissure connect is provided with triangular support bracket 5, and triangular support bracket 5 correspondences are fixedlyed connected with transverse screw 13, to strengthen overall stability.

Claims (8)

1. a landing stage (pontoon bridge), form by a plurality of floating box (1) with at the align member (2) of landing stage design stress point, it is fixedly connected to be connected skeleton (3) by the left and right sides vertical between floating box (1) and the floating box (1), it is characterized in that: described floating box (1) is made of the typing foam (12) in steel concrete shell wall (11) and the steel concrete shell wall (11), is provided with to extend to two sides and vertically be connected the fixedly connected transverse screw (13) of skeleton (3) in steel concrete shell wall (11) wainscot.
2. a kind of yacht wharf according to claim 1 (pontoon bridge) is characterized in that: described steel concrete shell wall (11) wainscot extension downwards is provided with horizontal brace summer (14), and transverse screw (13) is arranged in the brace summer (14).
3. a kind of yacht wharf according to claim 1 (pontoon bridge), it is characterized in that: the sidepiece that described floating box (1) is corresponding with floating box (1) fillet also is provided with by plate towards recessed fitting operation groove (15), is provided with reinforced company's fitting (4) between the fitting operation groove (15) of two floating box (1).
4. a kind of yacht wharf according to claim 1 (pontoon bridge) is characterized in that: described vertical connection skeleton (3) is made of the shaped steel (31) of inboard and the hardwood support (32) in the outside, is provided with crashproof fender bar (33) in hardwood support (32) outside.
5. a kind of yacht wharf according to claim 1 (pontoon bridge) is characterized in that: the position, angle between the floating box (1) that described two-phase commissure connects is provided with triangular support bracket (5).
6. a kind of yacht wharf according to claim 1 (pontoon bridge) is characterized in that: described align member (2) can be guide pile or anchor block.
7. a kind of yacht wharf according to claim 1 (pontoon bridge) is characterized in that: be provided with water supply electric line (6) in floating box (1).
8. a kind of yacht wharf according to claim 3 (pontoon bridge), it is characterized in that: described reinforced company fitting (4) is made of pull bar (41) and flexible buffering piece (42), described pull bar (41) two ends extend in floating box (1) the fitting operation groove (15) fixing respectively, and flexible buffering piece (42) is arranged between two floating box (1).
CNU2007200486833U 2007-02-14 2007-02-14 Yacht dock (bateau bridge) Expired - Fee Related CN201037231Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007200486833U CN201037231Y (en) 2007-02-14 2007-02-14 Yacht dock (bateau bridge)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007200486833U CN201037231Y (en) 2007-02-14 2007-02-14 Yacht dock (bateau bridge)

Publications (1)

Publication Number Publication Date
CN201037231Y true CN201037231Y (en) 2008-03-19

Family

ID=39209744

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2007200486833U Expired - Fee Related CN201037231Y (en) 2007-02-14 2007-02-14 Yacht dock (bateau bridge)

Country Status (1)

Country Link
CN (1) CN201037231Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103590364A (en) * 2012-08-16 2014-02-19 吴镜华 Connecting structure of concrete floating docks
CN104109996A (en) * 2014-08-06 2014-10-22 烟台康瑞特建材有限公司 Concrete floating bridge of floating wharf
CN104326061B (en) * 2014-07-16 2016-07-06 罗煜 A kind of wind and wave resistance structure of pontoon dock
CN108239916A (en) * 2018-01-29 2018-07-03 中交公路长大桥建设国家工程研究中心有限公司 The buoyancy tank that a kind of inner wall steel plate is combined with ultra-high performance concrete

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103590364A (en) * 2012-08-16 2014-02-19 吴镜华 Connecting structure of concrete floating docks
CN103590364B (en) * 2012-08-16 2015-07-29 吴镜华 A kind of syndeton of concrete floating piers
CN104326061B (en) * 2014-07-16 2016-07-06 罗煜 A kind of wind and wave resistance structure of pontoon dock
CN104109996A (en) * 2014-08-06 2014-10-22 烟台康瑞特建材有限公司 Concrete floating bridge of floating wharf
CN104109996B (en) * 2014-08-06 2016-04-06 烟台康瑞特建材有限公司 A kind of concrete pontoon bridge of floating harbour
CN108239916A (en) * 2018-01-29 2018-07-03 中交公路长大桥建设国家工程研究中心有限公司 The buoyancy tank that a kind of inner wall steel plate is combined with ultra-high performance concrete
CN108239916B (en) * 2018-01-29 2023-08-22 中交公路长大桥建设国家工程研究中心有限公司 Floating box with inner wall steel plate and ultra-high performance concrete combined

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C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: LIU HONGHUI

Free format text: NEW ADDRESS: ROOM 204, NO.14, HUANGYUAN ROAD, BAIYUN DISTRICT, GUANGZHOU CITY, GUANGDONG PROVINCE, ZIP CODE:510420

CP02 Change in the address of a patent holder

Address after: Room 14, 204 Huang Yuan Road, Baiyun District, Guangdong, Guangzhou, China: 510420

Patentee after: Liu Honghui

Address before: Room 301, Guangdong science and Technology Department building, 171 Xin Xin Road, Guangdong, Guangzhou Province, China: 510040

Patentee before: Liu Honghui

DD01 Delivery of document by public notice

Addressee: Liu Honghui

Document name: Notification to Pay the Fees

C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20080319

Termination date: 20100214