CN217923359U - All-steel frame type wharf structure - Google Patents
All-steel frame type wharf structure Download PDFInfo
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- CN217923359U CN217923359U CN202221929246.3U CN202221929246U CN217923359U CN 217923359 U CN217923359 U CN 217923359U CN 202221929246 U CN202221929246 U CN 202221929246U CN 217923359 U CN217923359 U CN 217923359U
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Abstract
The utility model discloses an all-steel frame type wharf structure, which comprises a pile foundation structure, a # -shaped frame beam system, a panel and an accessory facility; the pile foundation structure is formed by steel pipe piles and is connected with the # -shaped frame beam system through flanges, the # -shaped frame beam system is formed by butting a plurality of # -shaped frame beams, the peripheries in the # -shaped frame beams are provided with laying steel plates, the laying steel plates are supported by supporting frames, the supporting frames are fixedly connected with the # -shaped frame beams, and the face plates are supported by the laying steel plates and fixedly connected with the # -shaped frame beams. The utility model can be formed by transporting factory processed standardized steel structure components to on-site assembly and connection, and only needs to carry out component installation and corresponding connection work during on-site construction; the method has the characteristics of standardization of components, high degree of mechanization of construction and installation, capability of greatly reducing overwater construction procedures, improvement of construction efficiency, shortening of construction period and the like, capability of recycling, energy conservation and environmental protection, labor force saving, improvement of labor conditions, and remarkable advantages of being beneficial to on-site safety, promoting of excess capacity of chemical decomposition and the like.
Description
Technical Field
The utility model belongs to the technical field of port engineering construction, concretely relates to all-steel frame-type wharf structure.
Background
The high-pile beam-slab wharf is a common wharf structure type, the lower part is a pile foundation structure, and the upper part is a reinforced concrete beam-slab structure. At present, a large amount of cast-in-place concrete is generally adopted in a traditional high-pile wharf, cast-in-place pile caps or cross beams are usually poured to further relate to the installation and dismantling operation work of a template at a lower water level, the weight of a prefabricated longitudinal beam, a panel and the like is large, large-scale hoisting equipment is needed for installation, the construction period is long, and the difficulty is large. And a large amount of concrete materials are used, so that serious environmental pollution such as noise, dust and the like is caused, and the construction safety and the engineering quality are difficult to control. Meanwhile, the characteristics of concrete structural materials are considered, and the maintenance, reinforcement or dismantling difficulty is high after the wharf reaches the service life. Therefore, a wharf structure which is convenient for construction and can achieve energy conservation and environmental protection is urgently needed to solve the problems.
SUMMERY OF THE UTILITY MODEL
The utility model provides an all-steel frame type wharf structure for solving the technical problems existing in the prior art, which is convenient to construct, energy-saving and environment-friendly.
The utility model discloses a solve the technical scheme that technical problem that exists among the well-known technique took and be: an all-steel frame type wharf structure comprises a pile foundation structure, a # -shaped frame beam system, a panel and accessory facilities; the pile foundation structure is composed of steel pipe piles, a flange I is fixedly connected to the top of each steel pipe pile, the cross frame beam system is formed by butting a plurality of cross frame beams, each cross frame beam is composed of a cross beam and a longitudinal beam, a flange II is arranged below the intersection of the cross beam and the longitudinal beam, a vertical connecting plate is arranged at the end of each cross frame beam, the butted connecting plates are connected through bolts I, shelving steel plates are arranged on the periphery of the inside of each cross frame beam and supported by supporting frames, the shelving steel plates are connected with the cross frame beams through bolts II, the supporting frames are fixedly connected with the cross frame beams, the flanges I and the flanges II are bolts III, the panel is provided with a plate-shaped main body, a framework is arranged below the plate-shaped main body, the periphery of the framework is supported by the shelving steel plates, the periphery of the plate-shaped main body is lapped on the cross frame beams and connected with the cross frame beams through bolts IV, the auxiliary facilities comprise a ship leaning device and a ship tying device, the ship leaning device comprises a ship leaning component, the ship leaning component is arranged on the front edge and is connected with the cross beam or arranged on the wharf frame beam or on the side of the wharf frame beam, and the ship tying device is fixed above the rubber beam.
And a rubber plate is clamped between the two butted connecting plates.
The framework is formed by welding channel steel.
The supporting frame is composed of a plurality of I-shaped steels which are vertically and fixedly connected with the inner sides of the webs of the cross frame beams and are uniformly arranged.
The utility model has the advantages and positive effects be:
1) The main components adopt standardized steel components, can be produced in factories, and are convenient for realizing the on-site installation, splicing and construction of the components.
2) The construction process on water is greatly reduced, the method is suitable for areas with poor peripheral construction conditions, insufficient ship-engine equipment capacity and high construction difficulty, and various high-pile wharfs are quickly and newly built, so that the construction efficiency is high, and the quality is reliable and safe.
3) The load of the upper structure is transferred to the pile foundation part through the # -shaped frame beam system, so that the difficulty in welding connection construction in a water level change area is avoided.
4) The upper structure part adopts a steel structure, belongs to a light high-strength structure, has light dead weight, and reduces the cost of the pile foundation.
5) The pollution of noise, dust and the like on site can be greatly reduced, energy is saved, emission is reduced, the material recovery is facilitated, and the environment is protected.
In summary, the utility model can be formed by transporting factory processed standardized steel structure components to the field for assembly and connection, and only needs to carry out component installation and corresponding connection work during field construction; the concrete has the advantages of standardization of components, high degree of mechanization of construction and installation, capability of greatly reducing construction procedures on water, improvement of construction efficiency, shortening of construction period and the like, capability of recycling, energy conservation and environmental protection, labor saving, improvement of labor conditions, contribution to field safety, promotion of excess capacity of chemical decomposition and the like compared with the traditional concrete structure.
Drawings
Fig. 1 is a schematic elevation view of the present invention;
FIG. 2 is a schematic view of the steel pipe pile of the present invention;
FIG. 3 is a schematic view of a cross-frame beam of the present invention;
fig. 4 is a schematic view of the panel assembly according to the present invention.
In the figure: 100. a pile foundation structure; 101. steel pipe piles; 102. a flange I; 201. a cross-frame beam; 202. a stringer; 203. a cross beam; 204. a vertical connecting plate; 205. a flange II; 206. a support frame; 207. laying a steel plate; 208. a rubber plate; 300. a panel; 301. a plate-like body; 302. and (3) a framework.
Detailed Description
For further understanding of the contents, features and effects of the present invention, the following embodiments are exemplified and will be described in detail with reference to the accompanying drawings:
referring to fig. 1 to 4, an all-steel frame type wharf structure includes a pile foundation structure 100, a cross frame beam system, a deck 300, and an auxiliary facility (not shown).
The pile foundation structure is composed of steel pipe piles 101, and a flange I102 is fixedly connected to the top of each steel pipe pile 101.
The cross-shaped frame beam system is formed by butting a plurality of cross-shaped frame beams 201, each cross-shaped frame beam 201 is composed of a cross beam 203 and a longitudinal beam 202, a flange II 205 is arranged below the intersection of the cross beam 203 and the longitudinal beam 202, a vertical connecting plate 204 is arranged at the end part of the cross beam, the butted connecting plates 204 are connected through bolts I, a placing steel plate 207 is arranged on the periphery in each cross-shaped frame beam 201, the placing steel plate 207 is supported by a support frame 206 and connected with the support frame 206 through bolts II, and the support frame 206 is fixedly connected with the cross-shaped frame beams 201.
The connection of the steel pipe pile 101 and the cross-shaped frame beam system is achieved through the flange I102 and the flange II 205, and the flange I102 is connected with the flange II 205 through bolts III.
The panel 300 is provided with a plate-shaped main body 301, a framework 302 is arranged below the plate-shaped main body 301, the periphery of the framework 302 is supported by the placing steel plate 207, the periphery of the plate-shaped main body 301 is placed on the # -shaped frame beam 201, and the plate-shaped main body 301 and the cross-shaped frame beam 201 are connected through a bolt IV.
The auxiliary facilities comprise ship-alongside facilities and ship-mooring facilities, the ship-alongside facilities comprise ship-alongside members, the ship-alongside members are connected with the # -shaped frame beam systems or are independently arranged on the sea side at the front edge of the wharf, rubber fender boards are arranged on the ship-alongside members, and the ship-mooring facilities are fixed on panels at the intersection of the cross beams and the longitudinal beams.
In this embodiment, a rubber plate 208 is sandwiched between two connecting plates that are butted together, so as to realize tight connection between the cross frame beams 201. The framework 302 is formed by welding channel steel. The support frame 206 is composed of a plurality of I-shaped steel beams which are vertically and fixedly connected with the inner side of the web plate of the cross frame beam and are uniformly arranged.
The construction method of the all-steel frame type wharf structure comprises the following steps:
a. the method comprises the following steps of (1) carrying out factory customization processing, wherein the factory customization processing comprises a pile foundation structure 100, a # -shaped frame beam system and a panel 300, and then transporting to a site;
b. pile foundation pile sinking construction is completed through a pile driving ship or a pile driving platform;
c. carrying out on-site connection construction on the pile foundation structure 100 and the # -shaped frame beam system;
e. performing on-site connection construction of the panel 300 and the cross-shaped frame beam system 200;
f. installing auxiliary facilities;
g. and carrying out wharf debugging work to finish wharf construction.
Although the preferred embodiments of the present invention have been described with reference to the accompanying drawings, the present invention is not limited to the above embodiments, which are only illustrative and not restrictive, and those skilled in the art can make many forms without departing from the spirit and scope of the present invention, which is in the light of the following claims.
Claims (4)
1. An all-steel frame type wharf structure is characterized by comprising a pile foundation structure, a # -shaped frame beam system, a panel and accessory facilities;
the pile foundation structure is composed of steel pipe piles, a flange I is fixedly connected to the top of each steel pipe pile,
the # -shaped frame beam system is formed by butting a plurality of # -shaped frame beams,
the cross frame beam is composed of a cross beam and a longitudinal beam, a flange II is arranged below the intersection of the cross beam and the longitudinal beam, a vertical connecting plate is arranged at the end part of the cross beam and the longitudinal beam, the butted connecting plates are connected by a bolt I, a laying steel plate is arranged on the periphery in the cross frame beam and supported by a support frame, the laying steel plate and the support frame are connected by a bolt II, the support frame is fixedly connected with the cross frame beam,
the flange I and the flange II adopt bolts III,
the panel is provided with a plate-shaped main body, a framework is arranged below the plate-shaped main body, the periphery of the framework is supported by the laying steel plate, the periphery of the plate-shaped main body is arranged on the # -shaped frame beam and is connected with the framework beam through a bolt IV,
the auxiliary facilities comprise ship-alongside facilities and ship-mooring facilities, the ship-alongside facilities comprise ship-alongside members, the ship-alongside members are connected with the # -shaped frame beam systems or are independently arranged on the seaside of the front edge of the wharf, rubber fender boards are arranged on the ship-alongside members, and the ship-mooring facilities are fixed above the junction of the cross beams and the longitudinal beams.
2. An all-steel framed wharf structure according to claim 1 wherein a rubber sheet is sandwiched between the two butted connection plates.
3. An all-steel framed wharf structure according to claim 1 wherein the skeleton is welded from channel steel.
4. The all-steel framed wharf structure of claim 1, wherein the support frame is formed of a plurality of uniformly arranged i-beams vertically secured to an inner side of the web of the cross-frame beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221929246.3U CN217923359U (en) | 2022-07-21 | 2022-07-21 | All-steel frame type wharf structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221929246.3U CN217923359U (en) | 2022-07-21 | 2022-07-21 | All-steel frame type wharf structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217923359U true CN217923359U (en) | 2022-11-29 |
Family
ID=84149270
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221929246.3U Active CN217923359U (en) | 2022-07-21 | 2022-07-21 | All-steel frame type wharf structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217923359U (en) |
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2022
- 2022-07-21 CN CN202221929246.3U patent/CN217923359U/en active Active
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