CN218643165U - Light prestressed steel arch bridge - Google Patents
Light prestressed steel arch bridge Download PDFInfo
- Publication number
- CN218643165U CN218643165U CN202120546293.9U CN202120546293U CN218643165U CN 218643165 U CN218643165 U CN 218643165U CN 202120546293 U CN202120546293 U CN 202120546293U CN 218643165 U CN218643165 U CN 218643165U
- Authority
- CN
- China
- Prior art keywords
- main beam
- steel
- arch bridge
- wire rope
- steel arch
- 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.)
- Active
Links
Images
Abstract
The utility model provides a light prestressing force steel arch bridge. The portable prestressed steel arch bridge comprises a main beam; the two ends of the secondary beam are respectively connected with the main beam to form a bottom horizontal frame; one end of the steel wire rope is fixedly connected to the bottom of the main beam; the steel wire rope regulator is fixedly arranged on the main beam and is connected with the corresponding steel wire rope; the protective guard is fixedly arranged on two sides of the horizontal frame; and the channel plate is fixedly arranged on the main beam. The utility model provides a light prestressing force steel arch bridge has and sets up simple and convenient, and the round trip movement of being convenient for, and the dismouting work load is little, consumes the advantage that steel is few, the security is higher.
Description
Technical Field
The utility model relates to a steel arch bridge technical field especially relates to a light prestressing force steel arch bridge.
Background
In the middle of present construction, need set up the temporary passageway at the job site, the construction of being convenient for, and the temporary passageway of setting up generally can adopt to set up console mode scaffold, so not only consumes a large amount of steel, and the security can not obtain the guarantee, and the job site condition is complicated changeable in addition, and the passageway position probably makes a lot of round trips change for traditional console mode scaffold sets up relatively difficultly.
Therefore, it is necessary to provide a new lightweight prestressed steel arch bridge to solve the above technical problems.
SUMMERY OF THE UTILITY MODEL
The utility model provides a technical problem provide a have set up simple and convenient, and be convenient for round trip movement, the dismouting work load is little, consumes steel few, the higher light prestressing force steel arch bridge of security.
For solving the technical problem, the utility model provides a light prestressing force steel arch bridge includes: a main beam; the two ends of the secondary beam are respectively connected with the main beam to form a bottom horizontal frame; one end of the steel wire rope is fixedly connected to the bottom of the main beam; the steel wire rope regulator is fixedly arranged on the main beam and is connected with the corresponding steel wire rope; the protective guard is fixedly arranged on two sides of the horizontal frame; and the channel plate is fixedly arranged on the main beam.
Preferably, after the steel wire rope is tensioned, the steel wire rope applies prestress to the main beam and enables the main beam to generate upward arch deformation.
Preferably, the main beam is I-shaped steel.
Preferably, the secondary beam is a round steel tube or a square steel tube.
Preferably, the channel plate is a patterned steel plate or a thick wood scaffold plate.
Compared with the prior art, the utility model provides a light prestressing force steel arch bridge has following beneficial effect:
the utility model provides a light prestressing force steel arch bridge mutually supports through girder, secondary beam, wire rope regulator, rail guard, access plate etc. sets up simple and convenient, and the round trip movement of being convenient for, and the dismouting work load is little, consumes steel few, the security is higher.
Drawings
FIG. 1 is an elevation view of a preferred embodiment of a lightweight prestressed steel arch bridge provided by the present invention;
fig. 2 is a side view of a preferred embodiment of the lightweight prestressed steel arch bridge provided by the present invention.
Reference numbers in the figures: 1. a main beam; 2. a secondary beam; 3. a wire rope; 4. a wire rope adjuster; 5. protecting the fence; 6. a channel plate.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and embodiments.
Referring to fig. 1-2, fig. 1 is a front view of a preferred embodiment of a lightweight prestressed steel arch bridge according to the present invention; fig. 2 is a side view of a preferred embodiment of the lightweight prestressed steel arch bridge provided by the present invention. The lightweight prestressed steel arch bridge comprises: a main beam 1; the two ends of the secondary beam 2 are respectively connected with the main beam 1 to form a bottom horizontal frame; one end of the steel wire rope 3 is fixedly connected to the bottom of the main beam 1; the steel wire rope regulator 4 is fixedly arranged on the main beam 1 and is connected with the corresponding steel wire rope 3; the guard rails 5 are fixedly arranged on two sides of the horizontal frame; and the channel plate 6 is fixedly arranged on the main beam 1.
Specifically, after the steel wire rope 3 is tensioned, the steel wire rope 3 applies prestress to the main beam 1, and the main beam 1 is subjected to upward arch deformation, and the deflection preferably reaches L/250 (L is a span).
Specifically, the main beam 1 is an i-steel.
Furthermore, the type of the main beam 1 is not less than that of national standard 16# I-steel, and the laying length of the support positions at the two ends of the main beam 1 is not less than 500mm.
Specifically, the secondary beam 2 is a round steel pipe or a square steel pipe.
Specifically, the channel plate 6 is a patterned steel plate or a thick wood scaffold plate.
The utility model provides a light prestressing force steel arch bridge's theory of operation as follows:
when the device is used, according to the field situation, the proper size and type of the main beam 1, the secondary beam 2, the channel plate 6 and the protective guard 5 are selected, then the main beam 1 and the secondary beam 2 are assembled into a bottom horizontal frame, the steel wire rope 3 and the steel wire rope regulator 4 are installed after the assembly is completed, the steel wire rope 3 is tensioned through the steel wire rope regulator 4 to apply prestress to the main beam 1, the steel wire rope regulator 4 is locked after the prestress on the main beam 1 is maintained, then a loading experiment is carried out, the stress structure of a main body is confirmed to meet the stress requirement, then the channel plate 6 and the protective guard 5 are installed, the installation is finished, the inspection and confirmation are carried out again, and after the situation that no problem exists is confirmed, the main beam is hoisted to the design position, and the deployment is completed.
Compared with the prior art, the utility model provides a light prestressing force steel arch bridge has following beneficial effect:
the utility model provides a light prestressing force steel arch bridge mutually supports through girder 1, secondary beam 2, wire rope 3, wire rope regulator 4, rail guard 5, passageway board 6 etc. sets up simple and convenient, and the round trip movement of being convenient for, and the dismouting work load is little, and consumes steel few, the security is higher.
The above only is the embodiment of the present invention, not limiting the scope of the present invention, all the equivalent structures or equivalent processes of the present invention are used in the specification and the attached drawings, or directly or indirectly applied to other related technical fields, and the same principle is included in the protection scope of the present invention.
Claims (5)
1. A lightweight prestressed steel arch bridge, comprising:
a main beam;
the two ends of the secondary beam are respectively connected with the main beam to form a bottom horizontal frame;
one end of the steel wire rope is fixedly connected to the bottom of the main beam;
the steel wire rope regulator is fixedly arranged on the main beam and is connected with the corresponding steel wire rope;
the protective guard is fixedly arranged on two sides of the horizontal frame;
and the channel plate is fixedly arranged on the main beam.
2. The prestressed steel arch bridge of claim 1, wherein after said cable is tensioned, said cable pre-stresses and upwardly arches said girders.
3. The lightweight prestressed steel arch bridge of claim 1, wherein said girders are i-section steel.
4. The lightweight prestressed steel arch bridge of claim 1, wherein said secondary girders are round steel tubes or square steel tubes.
5. The lightweight prestressed steel arch bridge of claim 1, wherein said channel plate is a ribbed steel plate or a thick wood scaffold plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202120546293.9U CN218643165U (en) | 2021-03-16 | 2021-03-16 | Light prestressed steel arch bridge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202120546293.9U CN218643165U (en) | 2021-03-16 | 2021-03-16 | Light prestressed steel arch bridge |
Publications (1)
Publication Number | Publication Date |
---|---|
CN218643165U true CN218643165U (en) | 2023-03-17 |
Family
ID=85488640
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202120546293.9U Active CN218643165U (en) | 2021-03-16 | 2021-03-16 | Light prestressed steel arch bridge |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN218643165U (en) |
-
2021
- 2021-03-16 CN CN202120546293.9U patent/CN218643165U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103291076B (en) | Multilayer steel truss fragmented reverse hoisting construction method in arc-shaped frame | |
CN102094489B (en) | Double-layer bidirectional prestressed cable truss and construction method thereof | |
CN104213508B (en) | A kind of method utilizing stull and external tendon to control king-post displacement | |
WO2019149270A1 (en) | Assembled pier for mixed reinforcement of normal steel rebar and finished threaded steel bar | |
US5320193A (en) | Safety Anchor | |
CN106760529A (en) | Roof system steel truss slipping and assembling operation platform and installation method | |
CN109680619A (en) | A kind of steel truss beam sling Arch Bridge Construction method big suitable for environmental restrictions | |
CN110469102B (en) | High-altitude combined steel beam member installation operation platform and construction method thereof | |
CN206319610U (en) | Roof system steel truss slipping and assembling construction platform structure | |
CN216239741U (en) | Formwork system of high-rise cantilever concrete structure | |
CN102912981A (en) | Gate type high-rise building connected structure construction device | |
CN112982787B (en) | Large-span beam with reinforced concrete and prestressed inhaul cable coupled | |
CN218643165U (en) | Light prestressed steel arch bridge | |
CN210713755U (en) | High-altitude combined type steel beam component mounting and operating platform | |
CN112878173A (en) | Light prestressed steel arch bridge | |
CN210768009U (en) | Movable steel bar processing shed structure | |
CN211775082U (en) | Jig frame for large-span pipe truss | |
CN209958229U (en) | External prestressing device for improving span of temporary support of Bailey beam | |
CN209163448U (en) | A kind of superelevation long-span beams formwork support structure | |
CN202055550U (en) | Span adjusting device | |
CN217325831U (en) | U-shaped clamp and mounting structure for construction of steel structure connecting pair | |
CN112962455A (en) | Cable-first-beam-second segment hoisting self-anchored suspension bridge construction method | |
CN218150010U (en) | Stretching and strengthening device for preventing outer flashing of historic building crenellated wall | |
CN206616876U (en) | One kind is encorbelmented protective platform system | |
CN215051992U (en) | Interim pedestrian trestle during foundation ditch construction |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |