CN2721696Y - Simple floating bridge of river - Google Patents
Simple floating bridge of river Download PDFInfo
- Publication number
- CN2721696Y CN2721696Y CN 200420011392 CN200420011392U CN2721696Y CN 2721696 Y CN2721696 Y CN 2721696Y CN 200420011392 CN200420011392 CN 200420011392 CN 200420011392 U CN200420011392 U CN 200420011392U CN 2721696 Y CN2721696 Y CN 2721696Y
- Authority
- CN
- China
- Prior art keywords
- bridge
- floating
- kickboard
- seat
- buoyancy aid
- 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
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to a simple floating bridge of river, which comprises a bridge deck and a position fixed part used for the position setting of the bridge deck. The utility model is characterized in that the bridge deck of the floating bridge is composed of a plurality of independent floating bodies, the combining site among the floating bodies is connected via fastening elements which are easy to be dismounted; the floating bodies at the both ends of the bridge deck is connected via positioning cables and position fixed elements which are arranged at the bank sides; the floating body comprises a reinforcement floating board and a floating board seat, the reinforcement floating board is clamped at the floating board seat, and the reinforcement floating board can carry out back and forth as well as left and right azimuthal connections via the connection angle plate of the floating board seat. Compared with the prior art, the utility model has the advantages of simple structure, fast speed of construction, low cost, convenient disassemble and transport, convenient storage, etc.
Description
Technical field
The utility model belongs to the movable bridge technical field, particularly is applicable to a kind of expedient float bridge that the river course uses.
Technical background
In technique known, there are problems such as bridge construction is long in time limit, consumptive material is many in the reinforcement placing concrete bridge, and need with power supply and crane gear, and therefore, bridge construction cost height is unsuitable for setting up of remote little river course.And for some traffic difficulties or because of the restriction of natural conditions such as geology, landform, do not possess in the river course of building the cement bridge, what generally set up is simple and easy wooden bridge, though the bridge construction duration is short, but it is not firm, in case run into when flooding summer, the wooden bridge of building can't be crossed the river the people by water towards striding easily, also causes the waste of timber resources simultaneously.
The utility model content
The purpose of this utility model provides that a kind of speed of building bridge is fast, cost is low, and can change the effective length of bridge with the variation of river water level, particularly can deal with a kind of river course expedient float bridge that special circumstances are built temporarily.
Realize that the technical scheme that the purpose of this utility model is taked is: this pontoon bridge is made up of bridge floor and the positioning mounting that is used for the bridge floor location, wherein, the bridge floor of pontoon bridge be by several independently buoyancy aid constitute, binding site between each buoyancy aid adopts the securing member that is easy to dismantle to connect, and the buoyancy aid at bridge floor two ends is connected with the positioning mounting that the bank is provided with by the location hawser.
Described buoyancy aid is to constitute by reinforcing kickboard and kickboard seat two parts, reinforces kickboard and comprises sandwich layer, surface layer, back-up coat, and sandwich layer is a plastic foamboard, and surface layer is the anti-skid design plate, sandwich layer is packed in the centre sandwich layer and be provided with the steel mesh back-up coat up and down between the surface layer; The kickboard seat is the plastic frame structure, reinforces kickboard and is installed on by the positioning boss on the body in the framework of kickboard seat, and four jiaos of framework are provided with the connection gusset, and gusset is provided with connecting hole.Can carry out the connection in four orientation between the support body by securing member, make it to connect into the pontoon bridge bridge floor of Len req and width requirement.
The two ends of location hawser are provided with hanging part, and hanging part adopts the coupler body shape.
According to the river course expedient float bridge that such scheme is made, after only single buoyancy aid need being assembled at short notice, can set up into an interim expedient float bridge that uses.This pontoon bridge is not subjected to the restriction of natural conditions such as geology, landform, without power supply and crane gear, only just can set up rapidly or remove with manpower.Compared with prior art: this pontoon bridge have simple in structure, the speed of setting up is fast, cost is low, be convenient to dismounting transportation and advantage such as deposit.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the structural representation of kickboard seat among Fig. 1;
Fig. 3 is a contour structures schematic diagram of reinforcing kickboard among Fig. 1.
The specific embodiment
Referring to Fig. 1, Fig. 2, Fig. 3, river course of the present utility model expedient float bridge, its bridge floor be by several independently buoyancy aid combine, this buoyancy aid comprises reinforces kickboard 1 and kickboard seat 2, wherein, reinforces kickboard 1 and is made up of sandwich layer, surface layer, back-up coat, sandwich layer adopts light-duty plastic foamboard, periphery and top and bottom are surrounded by the anti-skid design plate as surface layer, and sandwich layer and be provided with the steel mesh back-up coat up and down between the surface layer is used to improve the intensity of buoyancy aid.Kickboard seat 2 is the rigid plastics frame construction, reinforcing kickboard 1 is installed in the framework of kickboard seat 2 by the positioning boss 3 that is provided with on the body, four jiaos of framework are provided with connection gusset 4, connect gusset 4 and be provided with connecting hole 5, can carry out the connection in four orientation all around between the support body by securing member.In this case, the two ends of location hawser are provided with coupler body formula hanging part, are connected with ground positioning mounting with buoyancy aid respectively.(not shown) can carry out the location of buoyancy aid from different orientation by the location hawser.Pontoon bridge of the present utility model can directly carry out the scene combination according to the requirement of river course pontoon bridge Len req and bridge deck width and set up, and can change the effective length of pontoon bridge with the variation of river water level.Be that a kind of special circumstances of can dealing with make up the practicality expedient float bridge that sets up at any time.
Claims (3)
1, a kind of river course expedient float bridge, form by pontoon bridge bridge floor and the positioning mounting that is used for bridge floor, it is characterized in that: the pontoon bridge bridge floor be by several independently buoyancy aid constitute, binding site between each buoyancy aid adopts the securing member that is easy to dismantle to connect, and the buoyancy aid at bridge floor two ends is connected with the positioning mounting that the bank is provided with by the location hawser.
2, the fast simple pontoon bridge in river course according to claim 1, it is characterized in that: described buoyancy aid is to constitute by reinforcing kickboard and kickboard seat two parts, reinforce kickboard and comprise sandwich layer, surface layer, back-up coat, sandwich layer is a plastic foamboard, surface layer is the anti-skid design plate, sandwich layer is packed in the centre sandwich layer and be provided with the steel mesh back-up coat up and down between the surface layer; Described kickboard seat is the plastic frame structure, reinforces kickboard and is installed on by the positioning boss on the body in the framework of kickboard seat, and four jiaos of framework are provided with the connection gusset, and gusset is provided with connecting hole.
3, the fast simple pontoon bridge in river course according to claim 1 is characterized in that: the two ends of location hawser are provided with hanging part, and hanging part adopts the coupler body shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420011392 CN2721696Y (en) | 2004-08-04 | 2004-08-04 | Simple floating bridge of river |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420011392 CN2721696Y (en) | 2004-08-04 | 2004-08-04 | Simple floating bridge of river |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2721696Y true CN2721696Y (en) | 2005-08-31 |
Family
ID=35012070
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200420011392 Expired - Fee Related CN2721696Y (en) | 2004-08-04 | 2004-08-04 | Simple floating bridge of river |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2721696Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102108671A (en) * | 2011-01-11 | 2011-06-29 | 卞洪登 | Plastic foam interlocked floating bridge |
| CN103194959A (en) * | 2013-04-11 | 2013-07-10 | 重庆交通大学西南水运工程科学研究所 | Floating bridge adaptable to changing of riverway water level and capable of meeting requirements of riverway navigation |
| CN103790090A (en) * | 2014-02-28 | 2014-05-14 | 中国人民解放军军事交通学院 | Round-tip integral anti-slip strip |
| CN107761544A (en) * | 2016-05-30 | 2018-03-06 | 丽水创智果科技有限公司 | A kind of plastic cement pontoon bridge quickly assembled |
| CN108425316A (en) * | 2018-05-24 | 2018-08-21 | 广州船舶及海洋工程设计研究院（中国船舶工业集团公司第六0五研究院） | Water front edge channel device |
| CN110195405A (en) * | 2019-06-28 | 2019-09-03 | 中国人民解放军陆军军事交通学院镇江校区 | New-type pontoon bridge |
| CN113860504A (en) * | 2021-08-30 | 2021-12-31 | 郝晓霞 | Wetland ecological remediation device |
-
2004
- 2004-08-04 CN CN 200420011392 patent/CN2721696Y/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102108671A (en) * | 2011-01-11 | 2011-06-29 | 卞洪登 | Plastic foam interlocked floating bridge |
| CN103194959A (en) * | 2013-04-11 | 2013-07-10 | 重庆交通大学西南水运工程科学研究所 | Floating bridge adaptable to changing of riverway water level and capable of meeting requirements of riverway navigation |
| CN103194959B (en) * | 2013-04-11 | 2015-11-18 | 重庆交通大学西南水运工程科学研究所 | A kind of can adapt to river course SEA LEVEL VARIATION and meet river course navigation demand pontoon bridge |
| CN103790090A (en) * | 2014-02-28 | 2014-05-14 | 中国人民解放军军事交通学院 | Round-tip integral anti-slip strip |
| CN107761544A (en) * | 2016-05-30 | 2018-03-06 | 丽水创智果科技有限公司 | A kind of plastic cement pontoon bridge quickly assembled |
| CN107761545A (en) * | 2016-05-30 | 2018-03-06 | 丽水创智果科技有限公司 | A kind of plastic cement pontoon bridge quickly assembled |
| CN108425316A (en) * | 2018-05-24 | 2018-08-21 | 广州船舶及海洋工程设计研究院（中国船舶工业集团公司第六0五研究院） | Water front edge channel device |
| CN110195405A (en) * | 2019-06-28 | 2019-09-03 | 中国人民解放军陆军军事交通学院镇江校区 | New-type pontoon bridge |
| CN113860504A (en) * | 2021-08-30 | 2021-12-31 | 郝晓霞 | Wetland ecological remediation device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103883034B (en) | A kind of fabricated shear wall of belt edge confining part and wall-beam syndeton | |
| CN201103254Y (en) | Waterborne architectural complex | |
| CN201526053U (en) | Assembly box type inspection well for pipeline in lightweight composite material | |
| CN2721696Y (en) | Simple floating bridge of river | |
| CN202722260U (en) | A reinforced concrete cultivation net box structure | |
| CN209040349U (en) | A kind of ring muscle fastening shear wall structure being easily installed | |
| CN203640084U (en) | Superimposed slab shear wall with restorable function | |
| CN103444607A (en) | Method for building transparent film tilapia overwintering greenhouse with steel wires | |
| CN201516912U (en) | Future residential and developed domain with assembly floating with enlarged water | |
| CN101230558A (en) | Floating type landscape stayd-cable bridge | |
| CN202247719U (en) | Corresponding corrugated pre-stressed anti-sedimentation culvert pipe for bridge | |
| CN200940245Y (en) | Road built by assembled casing filled with stone | |
| CN203222186U (en) | Brick block carrying device | |
| CN205603992U (en) | Prefabricated road deck of RPC shell light aggregate concrete base member | |
| CN202819309U (en) | Integrated sea aquaculture system | |
| CN211523143U (en) | Prefabricated production road-ditch integrated facility | |
| CN2820698Y (en) | Float | |
| CN201883410U (en) | Urban along-river hydrophilic landscape platform structure | |
| CN201908319U (en) | Support member for energy-storing underground cistern | |
| CN208280414U (en) | A kind of steel skeleton hollow pre-fabricated panels | |
| CN207314181U (en) | A kind of sound barrier applied to existing railway line | |
| CN207794676U (en) | A kind of prefabricated assembled project management department's construction system | |
| CN103147488B (en) | Box culvert type drainage port structure and construction method thereof | |
| CN201459675U (en) | Triangle section breakwater | |
| CN102094542A (en) | Method for manufacturing energy storage underground water tank and support member for energy storage underground water tank |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |