CN210140763U - Steel trestle metal structure suitable for harbour - Google Patents
Steel trestle metal structure suitable for harbour Download PDFInfo
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- CN210140763U CN210140763U CN201920646051.XU CN201920646051U CN210140763U CN 210140763 U CN210140763 U CN 210140763U CN 201920646051 U CN201920646051 U CN 201920646051U CN 210140763 U CN210140763 U CN 210140763U
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Abstract
The utility model discloses a steel trestle metal structure suitable for ports, which comprises a girder component, an automobile passage platform connected with one side of the girder component, and an overhaul passage platform connected with the other side of the girder component; the main beam member is a rectangular body, the side plates on the two side surfaces of the main beam member are box beams, and the top surface of the main beam member is of an H-shaped steel beam and diagonal draw bar combined structure; the H-shaped steel beam and diagonal draw bar combined structure comprises a plurality of H-shaped steel beams, each H-shaped steel beam is connected between the box body beams on two sides at equal intervals, and a group of diagonal draw bars is connected between every two adjacent H-shaped steel beams; the group of diagonal draw bars is formed by connecting two diagonal draw bars in an X shape between two adjacent H-shaped steel beams; the bottom surface and the top surface of the main beam member are arranged the same. The utility model discloses a multi-functional design of high strength can satisfy the security requirement that dangerous chemical carried.
Description
Technical Field
The utility model relates to a steel trestle at harbour, more specifically say, relate to a steel trestle metal construction suitable for harbour.
Background
Compared with reinforced concrete bridges, the steel trestle has smaller dead weight and building height, is called as a prestressed structure in a structural form for improving the use performance of the structure, and applies compressive stress to a tension area under the action of external load in advance: in order to increase the structural load-bearing capacity, favorable forces are deliberately applied to the component. The durability is greatly improved as a reference due to the adoption of high-quality materials and elimination of cracks caused by live load, so that the construction site joint of the concrete structure is safe and reliable. Because of the pre-stressing process, the construction method is only suitable for various construction methods without supports for erecting steel bridges, and can be used for the concrete bridge at present, so that the construction cost is obviously reduced, and the noise of the bridge is low.
However, in port construction, the metal structure of the traditional steel trestle has simple functions, as shown in fig. 1, and cannot meet the safety and functionality requirements of personnel, vehicles and dangerous chemical delivery. Hazardous chemical pipelines are generally arranged at positions 1 on two sides of a steel trestle, so that the hazardous chemical pipelines cannot resist the high-salinity high-humidity severe atmospheric corrosion environment on the sea. The design of the box body beam is complex due to the passing requirements of personnel and vehicles, the personnel overhaul and vehicle channel 2 is arranged in the middle, and the H-shaped steel beam 3 is arranged in a pull-up mode, so that the construction cost is high, the installation is difficult, and the method is not economical.
SUMMERY OF THE UTILITY MODEL
To the above-mentioned defect that exists among the prior art, the utility model aims at providing a steel trestle metal construction suitable for harbour adopts high strength multifunctional design, can satisfy the security requirement that dangerous chemicals carried.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a steel trestle metal structure suitable for harbor comprises a main beam component, an automobile channel platform connected with one side of the main beam component, an overhaul channel platform connected with the other side of the main beam component, and a dangerous chemical pipeline installation channel;
the main beam member is a rectangular body, the side plates on the two side surfaces of the main beam member are box beams, and the top surface of the main beam member is of an H-shaped steel beam and diagonal draw bar combined structure;
the H-shaped steel beam and diagonal draw bar combined structure comprises a plurality of H-shaped steel beams, each H-shaped steel beam is connected between the box body beams on two sides at equal intervals, and a group of diagonal draw bars is connected between every two adjacent H-shaped steel beams;
the group of diagonal draw bars is formed by connecting two diagonal draw bars in an X shape between two adjacent H-shaped steel beams;
the bottom surface and the top surface of the main beam member are arranged the same.
The automobile passage platform is composed of a plurality of prefabricated parts.
The prefab is latticed that constitutes by a plurality of horizontal girder steels and a plurality of perpendicular girder steels, links to each other through agreeing with public female interface fast between two adjacent prefabs.
The box body beam, the H-shaped steel beam and the diagonal draw bar are all in welded connection.
In the technical scheme, the utility model provides a steel trestle metal construction suitable for harbour adopts the multi-functional design of high strength, can satisfy the security requirement that dangerous chemical carried. The metal structure formed by welding the box body beam, the H-shaped steel beam and the diagonal draw bars can bear large dynamic load, and the automobile channel platform and the overhaul channel platform respectively bear personnel, vehicles and dangerous chemical pipelines on the box body beam and keep the three at a certain safe distance. The automobile passage platform is assembled by adopting a modular prefabricated part steel structure, and is convenient and fast.
Drawings
FIG. 1 is a schematic view of a conventional steel trestle;
FIG. 2 is a schematic structural diagram of the metal structure of the steel trestle of the present invention;
FIG. 3 is a schematic structural diagram of a main beam member in the metal structure of the steel trestle of the present invention;
FIG. 4 is a schematic view of two adjacent prefabricated members in the metal structure of the steel trestle of the present invention;
fig. 5 is a schematic view of the joining of two adjacent preforms of fig. 4.
Detailed Description
The technical solution of the present invention will be further explained with reference to the accompanying drawings and examples.
As shown in fig. 2 to 5, the metal structure of a steel trestle suitable for a port according to the present invention includes a main beam member 4, a car passage platform 5 connected to one side of the main beam member 4, and an overhaul passage platform 6 and a dangerous chemical pipeline installation passage 7 connected to the other side of the main beam member 4.
Preferably, the main beam member 4 is configured as a rectangular frame structure, the side plates on the two side surfaces of the main beam member 4 are box beams 41, and the top surface of the main beam member 4 is a combined structure of an H-shaped steel beam and a diagonal draw bar.
Preferably, the H-shaped steel beam and diagonal draw bar combined structure comprises a plurality of H-shaped steel beams 42, each H-shaped steel beam 42 is connected between the box girders 41 on two sides at equal intervals in a welding mode, and a group of diagonal draw bars 43 is connected between two adjacent H-shaped steel beams 42.
Preferably, the set of diagonal draw bars 43 is two diagonal draw bars arranged in an X shape and connected between two adjacent H-shaped steel beams 42 by welding.
Preferably, the bottom face and the top face of the main beam member 4 are arranged identically.
The preferred, adopt welding mode to constitute the utility model discloses steel trestle metal construction can bear great dynamic load.
Preferably, the automobile passage platform 5 is formed by sequentially splicing a plurality of prefabricated members 51.
Preferably, each prefabricated member 51 is a latticed prefabricated member 51 consisting of a plurality of transverse steel beams 52 and a plurality of vertical steel beams 53, and two adjacent prefabricated members 51 are connected through a quick fit male-female connector 54, so that the prefabricated member is convenient to disassemble and assemble and simple to manufacture.
To sum up, the utility model discloses steel landing stage metal construction adopts high strength multifunctional design, can satisfy the security requirement that dangerous chemical carried. The metal structure formed by welding the box body beam, the H-shaped cross beam and the diagonal draw bars can bear larger dynamic load; and an automobile channel platform and an overhaul channel platform are arranged at two ends of the box body beam and respectively bear personnel, vehicles and dangerous chemical pipelines on the box body beam, and the three parts are kept at a certain safety distance. The automobile passage platform is assembled by adopting a modular prefabricated member steel structure.
It will be appreciated by those skilled in the art that the above embodiments are only for illustrating the present invention and are not to be used as limitations of the present invention, and that changes and modifications to the above described embodiments will fall within the scope of the claims of the present invention as long as they are within the spirit and scope of the present invention.
Claims (4)
1. The utility model provides a steel trestle metal construction suitable for harbour which characterized in that: the system comprises a main beam component, an automobile passage platform connected to one side of the main beam component, an overhaul passage platform connected to the other side of the main beam component, and a dangerous chemical pipeline installation passage;
the main beam member is a rectangular body, the side plates on the two side surfaces of the main beam member are box beams, and the top surface of the main beam member is of an H-shaped steel beam and diagonal draw bar combined structure;
the H-shaped steel beam and diagonal draw bar combined structure comprises a plurality of H-shaped steel beams, each H-shaped steel beam is connected between the box body beams on two sides at equal intervals, and a group of diagonal draw bars is connected between every two adjacent H-shaped steel beams;
the group of diagonal draw bars is formed by connecting two diagonal draw bars in an X shape between two adjacent H-shaped steel beams;
the bottom surface and the top surface of the main beam member are arranged the same.
2. The metal structure of a steel trestle for a harbor according to claim 1, wherein: the automobile passage platform is composed of a plurality of prefabricated parts.
3. The metal structure of a steel trestle for a harbor according to claim 2, wherein: the prefab is latticed that constitutes by a plurality of horizontal girder steels and a plurality of perpendicular girder steels, links to each other through agreeing with public female interface fast between two adjacent prefabs.
4. The metal structure of a steel trestle for a harbor according to claim 1, wherein: the box body beam, the H-shaped steel beam and the diagonal draw bar are all in welded connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920646051.XU CN210140763U (en) | 2019-05-07 | 2019-05-07 | Steel trestle metal structure suitable for harbour |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920646051.XU CN210140763U (en) | 2019-05-07 | 2019-05-07 | Steel trestle metal structure suitable for harbour |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210140763U true CN210140763U (en) | 2020-03-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920646051.XU Active CN210140763U (en) | 2019-05-07 | 2019-05-07 | Steel trestle metal structure suitable for harbour |
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| CN (1) | CN210140763U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111794080A (en) * | 2020-07-01 | 2020-10-20 | 浙江省衢州市交通建设集团有限公司 | Novel stiffening structure of steel bridge box-shaped super-large pressure rod piece and construction method thereof |
-
2019
- 2019-05-07 CN CN201920646051.XU patent/CN210140763U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111794080A (en) * | 2020-07-01 | 2020-10-20 | 浙江省衢州市交通建设集团有限公司 | Novel stiffening structure of steel bridge box-shaped super-large pressure rod piece and construction method thereof |
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