CN201367553Y - Reinforced concrete floating dock or floating bridge - Google Patents
Reinforced concrete floating dock or floating bridge Download PDFInfo
- Publication number
- CN201367553Y CN201367553Y CNU2009200501955U CN200920050195U CN201367553Y CN 201367553 Y CN201367553 Y CN 201367553Y CN U2009200501955 U CNU2009200501955 U CN U2009200501955U CN 200920050195 U CN200920050195 U CN 200920050195U CN 201367553 Y CN201367553 Y CN 201367553Y
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- CN
- China
- Prior art keywords
- landing stage
- pontoon bridge
- buoyancy aid
- steel concrete
- 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.)
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Abstract
The utility model discloses a reinforced concrete floating dock or floating bridge, which comprises a plurality of floating bodies, wherein each floating body is made of reinforced concrete, the interior of the floating body is filled closed-cell foams, and the adjacent floating bodies are connected through connecting pieces to form the floating dock or floating bridge. The utility model has the advantages of simple structure, convenient installation, great buoyancy force, good stability, low manufacturing cost, no maintenance or care requirement, and long service life.
Description
Technical field
The utility model relates to the harbour field, more particularly, relates to a kind of steel concrete landing stage or pontoon bridge.
Background technology
At present, the existing landing stage that is used for aspects such as yacht wharf, pontoon bridge, aquatic building, floating platform is generally adopted structure steel fabrication at home and abroad.The landing stage of steel work is in light weight, buoyancy is little, balanced capacity is poor, capacity of anti-storm is weak, poor stability; Have the cost height simultaneously, it is perishable easily to get rusty, maintenance cost height, deficiency such as application life is short.
The utility model content
Technical problem to be solved in the utility model provides that a kind of simple in structure, easy for installation, buoyancy is big, good stability, cost are lower, the steel concrete landing stage or the pontoon bridge of long service life.
In order to solve the problems of the technologies described above, the utility model has adopted following technical scheme:
A kind of steel concrete landing stage or pontoon bridge, it comprises several buoyancy aids, and described buoyancy aid is made by steel concrete, is filled with closed-cell foam in buoyancy aid inside, and adjacent buoyancy aid is by connector connection formation landing stage or pontoon bridge.
The foams that described closed-cell foam can be made by polystyrene material or polyurethane material.
On described buoyancy aid, be equipped with decoration panel.Decoration panel can be plank or other water-fast durable sheet material as described.
On described buoyancy aid, be provided with and connect well, water power well, pre-pipe laying, mooring dolphin, checking bollard, pre-buried elongated screw rod and connector.
Be provided with crashproof in the side of described buoyancy aid.
Described connector is to be formed by connecting by steel bolt and wirerope one.Wherein, in the seawater field, steel bolt and wirerope can be made by 316 type stainless steel materials; In the fresh water field, steel bolt and wirerope can be made by 304 type stainless steel materials or other high strength steels.
The utility model is owing to adopted said structure, buoyancy aid is made by steel concrete, be filled with the closed-cell foam of styrofoam, polyurethane foam or other materials in buoyancy aid inside, thereby increased the buoyancy of buoyancy aid, so the utility model buoyancy is big, stability is strong, long service life; Plank or other decoration panels can be laid in the buoyancy aid surface, increase aesthetic feeling, and in addition, anti-skidding processing can be passed through in the buoyancy aid surface, makes its result of use better; Buoyancy aid is provided with and connects well, water power well, pre-pipe laying, uses for the laying and the connection of pipeline, cable, is convenient to maintenance simultaneously and new facility is installed.The utility model is simple in structure, easy for installation.
After the detailed description of reading embodiment of the present utility model in conjunction with the accompanying drawings, it is clearer that characteristics of the present utility model and advantage will become.
Description of drawings
Fig. 1 is the elevational schematic view of the buoyancy aid of embodiment of the present utility model;
Fig. 2 is a B-B sectional drawing shown in Figure 1;
Fig. 3 is the floor map of buoyancy aid shown in Figure 1;
Fig. 4 is an A-A sectional drawing shown in Figure 3;
Fig. 5 is a C-C sectional drawing shown in Figure 3;
Fig. 6 is a D-D sectional drawing shown in Figure 3;
Fig. 7 is the side schematic view of buoyancy aid shown in Figure 1;
Fig. 8 is the schematic diagram of the connector of embodiment of the present utility model;
Fig. 9 is the mounting plane schematic diagram that embodiment of the present utility model adopts pile holding device and guide pile locate mode;
Figure 10 is an elevational schematic view shown in Figure 9;
Figure 11 is the mounting plane schematic diagram that embodiment of the present utility model adopts mooring gear and anchor block locate mode;
Figure 12 is an elevational schematic view shown in Figure 11;
Figure 13 is a side schematic view shown in Figure 11.
Among the figure: buoyancy aid 1, closed-cell foam 2, connect well 3, water power well 4, pre-pipe laying 5, crashproof 6, connector 7, connecting hole, 8, pre-buried draw ring 9, embankment 10, movable steel drawn bridge 11, pile holding device 12, guide pile 13, pulley gear 14, anchor block 15, pre-buried elongated screw rod 16, mooring gear 17.
The specific embodiment
With an embodiment the utility model is described in further detail below, but should illustrates, protection domain of the present utility model is not limited only to this.
Consult Fig. 1 to Fig. 7.A kind of steel concrete landing stage or pontoon bridge, it comprises several buoyancy aids 1, as six, according to actual needs, buoyancy aid 1 can not influence protection domain of the present utility model for other quantity.Buoyancy aid 1 is made by steel concrete, is filled with closed-cell foam 2 in buoyancy aid 1 inside, and wherein closed-cell foam 2 can be the foams of styrofoam or polyurethane foam or other materials.Thereby adjacent buoyancy aid 1 connects by connector 7, nut and forms a landing stage or pontoon bridge; Wherein, connector 7 is to be formed by connecting by steel bolt and wirerope one, sees Fig. 8; In the seawater field, steel bolt and wirerope can be made by 316 type stainless steel materials; In the fresh water field, steel bolt and wirerope can be made by 304 type stainless steel materials or other high strength steels, as galvanizing.On buoyancy aid 1, be provided with and connect well 3, water power well 4, pre-pipe laying 5, mooring dolphin, checking bollard; Be provided with crashproof 6 in the side of buoyancy aid 1.In addition, as required, can on buoyancy aid 1, be equipped with plank or other decoration panels etc.
When present embodiment is specifically used, movable steel drawn bridge 11 is arranged between embankment 10 and the present embodiment,, see Fig. 9 to Figure 12 for pedestrian's walking.The fixed form of present embodiment can adopt pile holding device and guide pile locate mode, sees Fig. 9 to Figure 10; Also can adopt mooring gear and anchor block locate mode, see Figure 11 to Figure 13.
Though described embodiment of the present utility model in conjunction with the accompanying drawings; but those skilled in the art can make various distortion or modification within the scope of the appended claims; as long as be no more than the described protection domain of claim of the present utility model, all should be within protection domain of the present utility model.
Claims (8)
1, a kind of steel concrete landing stage or pontoon bridge is characterized in that: comprise several buoyancy aids, described buoyancy aid is made by steel concrete, is filled with closed-cell foam in buoyancy aid inside, and adjacent buoyancy aid is by connector connection formation landing stage or pontoon bridge.
2, steel concrete landing stage according to claim 1 or pontoon bridge is characterized in that: described closed-cell foam is the foams of being made by polystyrene material or polyurethane material.
3, steel concrete landing stage according to claim 1 and 2 or pontoon bridge is characterized in that: be equipped with decoration panel on described buoyancy aid.
4, steel concrete landing stage according to claim 3 or pontoon bridge is characterized in that: described decoration panel is plank or water-fast durable sheet material.
5, steel concrete landing stage according to claim 1 and 2 or pontoon bridge is characterized in that: be provided with connection well, water power well, pre-pipe laying, mooring dolphin, checking bollard, pre-buried elongated screw rod and connector on described buoyancy aid.
6, steel concrete landing stage according to claim 1 and 2 or pontoon bridge is characterized in that: be provided with crashproof in the side of described buoyancy aid.
7, steel concrete landing stage according to claim 1 and 2 or pontoon bridge is characterized in that: described connector is to be formed by connecting by steel bolt and wirerope one.
8, steel concrete landing stage according to claim 7 or pontoon bridge is characterized in that: described steel bolt and wirerope are to be made by 316 types or 304 type stainless steel materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2009200501955U CN201367553Y (en) | 2009-01-15 | 2009-01-15 | Reinforced concrete floating dock or floating bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2009200501955U CN201367553Y (en) | 2009-01-15 | 2009-01-15 | Reinforced concrete floating dock or floating bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201367553Y true CN201367553Y (en) | 2009-12-23 |
Family
ID=41486445
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2009200501955U Expired - Fee Related CN201367553Y (en) | 2009-01-15 | 2009-01-15 | Reinforced concrete floating dock or floating bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201367553Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015307A (en) * | 2012-12-13 | 2013-04-03 | 江苏省交通科学研究院股份有限公司 | Prestressed concrete pontoon |
| CN103321139A (en) * | 2013-06-21 | 2013-09-25 | 刘端华 | Pontoon bridge device |
| CN105464043A (en) * | 2014-09-09 | 2016-04-06 | 上海海郑海洋建设工程技术有限公司 | Floating body wharf |
| CN105544457A (en) * | 2015-12-07 | 2016-05-04 | 国家海洋局第一海洋研究所 | Small wharf capable of automatically adapting to tide level |
| CN107600345A (en) * | 2017-09-22 | 2018-01-19 | 上海电力设计院有限公司 | Armored concrete surface floating body and water surface floating platform |
-
2009
- 2009-01-15 CN CNU2009200501955U patent/CN201367553Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015307A (en) * | 2012-12-13 | 2013-04-03 | 江苏省交通科学研究院股份有限公司 | Prestressed concrete pontoon |
| CN103015307B (en) * | 2012-12-13 | 2015-12-09 | 江苏省交通科学研究院股份有限公司 | Prestressed concrete pontoon bridge |
| CN103321139A (en) * | 2013-06-21 | 2013-09-25 | 刘端华 | Pontoon bridge device |
| CN105464043A (en) * | 2014-09-09 | 2016-04-06 | 上海海郑海洋建设工程技术有限公司 | Floating body wharf |
| CN105544457A (en) * | 2015-12-07 | 2016-05-04 | 国家海洋局第一海洋研究所 | Small wharf capable of automatically adapting to tide level |
| CN105544457B (en) * | 2015-12-07 | 2017-05-24 | 国家海洋局第一海洋研究所 | Small wharf capable of automatically adapting to tide level |
| CN107600345A (en) * | 2017-09-22 | 2018-01-19 | 上海电力设计院有限公司 | Armored concrete surface floating body and water surface floating platform |
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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: 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 |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20091223 Termination date: 20110115 |