CN203113216U - Floating bridge on water - Google Patents
Floating bridge on water Download PDFInfo
- Publication number
- CN203113216U CN203113216U CN 201320125781 CN201320125781U CN203113216U CN 203113216 U CN203113216 U CN 203113216U CN 201320125781 CN201320125781 CN 201320125781 CN 201320125781 U CN201320125781 U CN 201320125781U CN 203113216 U CN203113216 U CN 203113216U
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- CN
- China
- Prior art keywords
- bridge
- arch
- waterborne
- pontoon
- 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
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Abstract
A floating bridge on water comprises a bridge face (1), floating bodies (4) and a firmly-connecting device, wherein the bridge face (1) is connected with the floating bodies (4) through the firmly-connecting device, the firmly-connecting device comprises channel steel bars (3), keels (2) and locating timber pile sleeves (5), the channel steel bars (3) are parallel to the side vertical face of a floating bridge body and are arranged on the floating bodies (4), the channel steel bars (3) are fixedly connected with the floating bodies (4) through the locating timber pile sleeves (5), the keels (2) are perpendicular to the side vertical face of the floating bridge body and are fixedly arranged on the channel steel bars (3), and the bridge face (1) is paved on the channel steel bars (3). The floating bridge on the water is simple in structure, simple in construction and convenient to construct, and surrounding environment can not be damaged in a construction process.
Description
Technical field
The utility model relates to a kind of pontoon bridge waterborne.
Background technology
In some parks of mainly being made up of natural landscapes such as the water surface, swamp land, beach, geological condition is comparatively complicated, is mainly mud and cumulosol, and bearing capacity is low, does not possess the condition of mechanical execution; In addition, the running of plant equipment can destroy the graceful view in park, and the building waste that mechanical execution produces can pollute the natural environment in park.Therefore, how to build the water transportation facility in such the inside, park and just become a problem demanding prompt solution.
Summary of the invention
For addressing the above problem, the utility model provides a kind of pontoon bridge waterborne, to solve the problem of building the water transportation facility in the inside, park that mechanical execution is difficult to carry out.
For achieving the above object, the utility model adopts following technological means:
A kind of pontoon bridge waterborne, comprise bridge floor, buoyancy aid and firm connection device, bridge floor is connected by firm connection device with buoyancy aid, firm connection device comprises channel-section steel, keel and spacing timber pile protection, channel-section steel is parallel to the pontoon bridge side elevation and is arranged on the described buoyancy aid, buoyancy aid is fixedlyed connected by the spacing timber pile protection with channel-section steel, and keel are fixedly installed on the channel-section steel perpendicular to the pontoon bridge side elevation, and bridge floor is laid on the channel-section steel.
Described bridge floor below is right after an arch bridge part that is made of arch bridge bridge floor and arch ring, and the arch ring that supports described arch bridge bridge floor has arch springing, and described arch springing is supported by buoyancy aid; Waters between described arch ring and the arch springing forms to supply water goes up the passage that floating thing passes through.
Support the area waterborne of buoyancy aid of described arch springing greater than the area waterborne of the buoyancy aid that supports other parts of pontoon bridge, to improve the stability of arch bridge part.
Described arch bridge is partly striden arch bridge for single span arch bridge or three.
Buoyancy aid can be selected the engineering plastics buoyancy tank for use, selects the engineering plastics buoyancy tank with suitable bearing capacity as the case may be for use.
Bridge floor can be selected anticorrosion wooden boards for use, and keel can be selected anticorrosion rough ground for use.
For security consideration, at pontoon bridge side elevation two ends wood stud can be set.
Pontoon bridge side elevation two ends are prolonged water surface direction and are provided with side board.
For the consideration of ornamental value, pontoon bridge integral body is S shape.
The utility model is simple in structure, be easy to implement, and work progress can not damage surrounding environment.
Description of drawings
Fig. 1 is the side elevation schematic diagram of first kind of embodiment;
Fig. 2 is second kind of embodiment schematic diagram of the utility model;
Fig. 3 is the third embodiment schematic diagram of the utility model;
Label is among Fig. 1-3: 1-bridge floor, 2-keel, 3-channel-section steel, 4-buoyancy aid, 5-spacing timber pile protection, 6-baffle plate, 7-wood stud, 8-arch bridge bridge floor, 9-arch ring, 10-arch springing.
The specific embodiment
As shown in Figure 1, in first kind of embodiment, bridge floor 1 is fixedlyed connected with buoyancy aid 4 by the fixed stably equipment that is solidly connected.Bridge floor 1 is selected anticorrosion wooden boards for use.Firm connection device comprises channel-section steel 3, keel 2 and spacing timber pile protection 5, and channel-section steel 3 is selected 10 # channel-section steels for use, and keel 2 are selected anticorrosion rough ground for use.Buoyancy aid 4 is selected the engineering plastics buoyancy tank for use.Channel-section steel 3 is parallel to the pontoon bridge side elevation and is arranged on the buoyancy aid 4, and two buoyancy aids at pontoon bridge side elevation two ends are fixedlyed connected with channel-section steel 3 by spacing timber pile protection 5, and keel 2 are fixedly installed on the channel-section steel 3 perpendicular to the pontoon bridge side elevation, and anticorrosion wooden boards is laid on the channel-section steel 3.At pontoon bridge side elevation two ends wood stud 7 is set, to increase the safety of pedestrian's walking.Pontoon bridge side elevation two ends are prolonged the water surface direction baffle plate 6 are set.More graceful for pontoon bridge waterborne, have more ornamental value, utilize length limit technology to make pontoon bridge unit combination body be assembled into S type curve.
As shown in Figures 2 and 3, second kind is the further innovation and creation of doing on the basis of first kind of embodiment with the third embodiment.Though the pontoon bridge waterborne of first kind of embodiment has solved the current problem of two sides, buoyancy aid has at surface of water hindered water transportation, causes the over-water floats can't be by building the waters of pontoon bridge.Therefore, the water transportation that how to keep the continuity of pontoon bridge can link up the pontoon bridge both sides again becomes a problem demanding prompt solution.Second kind of the utility model and the third embodiment are exactly in order to address the above problem.On the basis with first kind of embodiment, added the arch bridge part again, arch bridge is partly striden arch bridge for single span arch bridge or three, and arch bridge partly comprises arch bridge bridge floor 8 and supports the arch ring 9 of described arch bridge bridge floor 8.Arch bridge bridge floor 8 is right after described bridge floor 1, and the pedestrian can be passed through smoothly.Arch ring 9 has arch springing 10, and arch springing 10 is supported by described buoyancy aid 4.Waters between arch ring 9 and the described arch springing 10 forms to supply water goes up the passage that floating thing passes through.Arch ring 3 has suitable sectional area, makes over-water floats to pass through smoothly.Support the area waterborne of buoyancy aid of described arch springing 4 greater than the area waterborne of the buoyancy aid that supports other parts of pontoon bridge, to improve the stability of arch bridge part.
Claims (10)
1. pontoon bridge waterborne, comprise bridge floor (1), buoyancy aid (4) and firm connection device, described bridge floor (1) is connected by firm connection device with buoyancy aid (4), it is characterized in that: described firm connection device comprises channel-section steel (3), keel (2) and spacing timber pile protection (5), described channel-section steel (3) is parallel to the pontoon bridge side elevation and is arranged on the described buoyancy aid (4), channel-section steel (3) is fixedlyed connected by spacing timber pile protection (5) with buoyancy aid (4), described keel (2) are fixedly installed on the channel-section steel (3) perpendicular to the pontoon bridge side elevation, and described bridge floor (1) is laid on the channel-section steel (3).
2. pontoon bridge waterborne according to claim 1, it is characterized in that: described bridge floor (1) below is right after an arch bridge part that is made of arch bridge bridge floor (8) and arch ring (9), the arch ring (9) that supports described arch bridge bridge floor (8) has arch springing (10), and described arch springing (10) is supported by buoyancy aid (4); Waters between described arch ring (9) and the arch springing (10) forms to supply water goes up the passage that floating thing passes through.
3. pontoon bridge waterborne according to claim 2 is characterized in that: support the area waterborne of buoyancy aid (4) of arch springing (10) greater than the area waterborne of the buoyancy aid (4) that supports other parts of pontoon bridge.
4. according to claim 2 or 3 described pontoon bridges waterborne, it is characterized in that: described arch bridge partly is the single span arch bridge.
5. according to claim 2 or 3 described pontoon bridges waterborne, it is characterized in that: described arch bridge partly is three to stride arch bridge.
6. according to each described pontoon bridge waterborne of claim 1 to 3, it is characterized in that: described buoyancy aid (4) is the engineering plastics buoyancy tank.
7. according to each described pontoon bridge waterborne of claim 1 to 3, it is characterized in that: described bridge floor (1) is anticorrosion wooden boards.
8. pontoon bridge waterborne according to claim 1, it is characterized in that: described keel (2) are anticorrosion rough ground.
9. according to each described pontoon bridge waterborne of claim 1 to 3, it is characterized in that: described pontoon bridge side elevation two ends are provided with wood stud (7).
10. according to each described pontoon bridge waterborne of claim 1 to 3, it is characterized in that: utilize length limit technology to make pontoon bridge unit combination body be assembled into the whole S type curve that is.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320125781 CN203113216U (en) | 2013-03-19 | 2013-03-19 | Floating bridge on water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320125781 CN203113216U (en) | 2013-03-19 | 2013-03-19 | Floating bridge on water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203113216U true CN203113216U (en) | 2013-08-07 |
Family
ID=48893579
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320125781 Expired - Fee Related CN203113216U (en) | 2013-03-19 | 2013-03-19 | Floating bridge on water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203113216U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105970797A (en) * | 2016-05-30 | 2016-09-28 | 洛阳贝奇尔塑胶有限公司 | Rapidly-assembled plastic floating bridge |
| CN107905086A (en) * | 2017-11-22 | 2018-04-13 | 武汉理工大学 | One kind folds motor-driven pontoon bridge |
| 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 |
-
2013
- 2013-03-19 CN CN 201320125781 patent/CN203113216U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105970797A (en) * | 2016-05-30 | 2016-09-28 | 洛阳贝奇尔塑胶有限公司 | Rapidly-assembled plastic floating bridge |
| CN107905086A (en) * | 2017-11-22 | 2018-04-13 | 武汉理工大学 | One kind folds motor-driven pontoon bridge |
| 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 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130807 Termination date: 20180319 |