CN217923358U - All-steel assembled wharf structure - Google Patents
All-steel assembled wharf structure Download PDFInfo
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- CN217923358U CN217923358U CN202221928665.5U CN202221928665U CN217923358U CN 217923358 U CN217923358 U CN 217923358U CN 202221928665 U CN202221928665 U CN 202221928665U CN 217923358 U CN217923358 U CN 217923358U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Abstract
The utility model discloses an all-steel assembled wharf structure, which comprises a pile foundation structure, a tower pile cap node, a beam system structure, a panel and an accessory facility; the pile foundation structure is formed by steel pipe piles and is connected with the tower-type pile cap nodes through flanges, the beam system structure is formed by cross beams and longitudinal beams, the beam system structure is supported by the tower-type pile cap nodes and is connected through bolts I, and the face plate is supported by the longitudinal beams and is connected through bolts IV. 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 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.
Description
Technical Field
The utility model belongs to the technical field of port engineering construction, concretely relates to full steel assembled 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 usually adopted in a traditional high-pile wharf, cast-in-place pile caps or beams are usually poured to still involve the operation of installing and dismantling templates with lower water levels, the weight of prefabricated longitudinal beams, panels and the like is large, large-scale equipment in the prefabricated longitudinal beams and the panels is required to be installed, the construction period is long, and the difficulty is large. And a large amount of concrete materials are used, so that serious noise, dust and other environmental pollution are 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 a complete steel assembled wharf structure for solving the technical problem existing in the prior art, which is simple and convenient in construction, 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 assembled wharf structure comprises a pile foundation structure, a tower type pile cap node, a beam system structure, a panel and auxiliary 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 tower type pile cap node comprises a tubular body with a square cross section, connecting holes are formed in four side walls of the tubular body, a flange II is arranged at the bottom end of the tubular body, a square-shaped support plate is fixedly connected to the periphery of the outer side of the bottom of the tubular body, the flange I and the flange II are connected through bolts I, the beam system structure is composed of cross beams and longitudinal beams, end portions of the longitudinal beams are lapped on the square-shaped support plate, end plates connected with the side walls of the tubular body are arranged, the end plates are connected with the side walls of the tubular body through bolts II, and the bolts II are arranged in the corresponding connecting holes in a penetrating mode, the utility model discloses a pier structure, including longitudinal beam, web both sides, shelve the steel sheet by the support frame support, the two passes through bolt III to be connected, the support frame with state the longeron rigid coupling, the panel is equipped with platelike main part be equipped with the skeleton below platelike main part, the both sides of skeleton by shelve the steel sheet and support, the both sides of platelike main part are taken and are put on the longeron, and the two passes through bolt IV to be connected, the affiliated facilities includes by ship facility and ship tying facility, the ship facility includes by ship the component, with tower pile cap node connection or set up alone in pier forward position sea side be equipped with rubber fender on the ship by ship component, ship tying facility fixes tower pile cap node top.
The framework is formed by welding channel steel.
The support frame is composed of a plurality of I-shaped steel which is vertically and fixedly connected with one side of the longitudinal beam web plate and is uniformly arranged.
The utility model has the advantages and positive effects that:
1) The main components are 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 machine 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 part is transferred to the pile foundation part through the tower-type pile cap joint part, so that the difficulty in welding connection construction in a water level change area is avoided.
4) The steel structure is adopted, the pile foundation is light in weight and high in strength, the dead weight of the upper structure is light, and the cost of the pile foundation is reduced.
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.
To sum up, 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 tower pile cap node of the present invention;
fig. 4 is a schematic plan view of the assembly of the beam system of the present invention;
fig. 5 is a schematic view of the panel assembly of the present invention;
fig. 6 is a side view of the longitudinal beam of the present invention.
In the figure: 100. a pile foundation structure; 101. steel pipe piles; 102. a flange I; 200. a tower pile cap node; 201. a tubular body; 202. a support plate shaped like a Chinese character 'hui'; 203. a flange II; 204. connecting holes; 300. a beam system structure; 301. a longitudinal beam; 302. laying a steel plate; 303. a support frame; 304. a cross beam; 400. a panel; 401. a plate-like main body; 402. 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 and 6, an all-steel fabricated wharf structure includes a pile foundation structure 100, a tower cap node 200, a beam system structure 300, a panel 400, and an auxiliary facility (not shown).
The pile foundation structure 100 is composed of steel pipe piles 101, and a flange i 102 is fixedly connected to the top of each steel pipe pile 101.
The tower-type pile cap node 200 is of a tower-shaped structure and comprises a tubular body 201 with a square cross section, connecting holes 204 are formed in four side walls of the tubular body 201, a flange II 203 is arranged at the bottom end of the tubular body 201, and a return-shaped supporting plate 202 is fixedly connected to the periphery of the outer side of the bottom of the tubular body 201 and used for supporting a beam system structure 300.
The flange I102 and the flange II 203 are connected through a bolt I (not shown in the figure) and are used for achieving connection of the steel pipe pile 101 and the tower type pile cap node 200.
The upper beam system structure 300 is a beam system structure formed by orthogonally connecting a cross beam and a longitudinal beam, and comprises a cross beam 304 and a longitudinal beam 301, the end parts of the cross beam 304 and the longitudinal beam 301 are lapped on the square support plate 202, an end plate (not shown in the figure) connected with the side wall of the tubular body 201 is arranged, the end plate and the side wall of the tubular body 201 are connected by a bolt II (not shown in the figure), the bolt II is penetrated in the corresponding connecting hole 204, the placing steel plates 302 are arranged on the two sides of the web plate of the longitudinal beam 301, the placing steel plates 302 are supported by a support frame 303, the placing steel plates 302 and the support frame 303 are connected through a bolt III (not shown in the figure), and the support frame 303 is fixedly connected with the longitudinal beam 301.
The pile foundation structure 100 is fixedly connected with the upper beam system structure 300 through the tower pile cap node 200, and the supporting beam system structure 300 is connected with the tower pile cap node 200 through a bolt II.
The panel 400 is provided with a plate-shaped main body 401, a framework 402 is arranged below the plate-shaped main body 401, two sides of the framework 402 are supported by the placing steel plates 302, two sides of the plate-shaped main body 401 are placed on the longitudinal beams 301, and the two sides are connected through bolts iv (not shown in the figure).
The auxiliary facilities comprise a ship-berthing facility and a ship-mooring facility, the ship-berthing facility comprises a ship-berthing component, the ship-berthing component is connected with the tower type pile cap node 200 or is independently arranged on the sea side at the front edge of the wharf, a rubber fender is arranged on the ship-berthing component, and the ship-mooring facility is fixed on the top of the tower type pile cap node 200.
In this embodiment, the frame 402 is formed by welding channel steel. The supporting frame 303 is composed of a plurality of I-shaped steel which is vertically and fixedly connected with one side of a web plate of the longitudinal beam 301 and is uniformly arranged.
The construction method of the all-steel assembled wharf structure comprises the following steps:
a. custom-made in a factory, including pile foundation structures 100, tower cap nodes 200, upper beam system structures 300, and panels 400, and then transported to the site;
b. pile foundation pile sinking construction is completed through a pile driving ship or a pile driving platform;
c. performing on-site connection construction on the pile foundation structure 100 and the tower pile cap node 200;
e. performing on-site connection construction on the upper beam system structure 300 and the tower pile cap node 200;
f. performing field installation work of the panel 400 to complete surface layer construction;
g. installing auxiliary facilities;
h. 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-mentioned 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 within the scope of the present invention.
Claims (3)
1. An all-steel assembled wharf structure is characterized by comprising a pile foundation structure, a tower type pile cap node, a beam system structure, 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 tower-type pile cap node comprises a tubular body with a square cross section, connecting holes are formed in four side walls of the tubular body, a flange II is arranged at the bottom end of the tubular body, a reverse-shaped supporting plate is fixedly connected around the outer side of the bottom of the tubular body,
the flange I and the flange II are connected by a bolt I, the beam system structure is composed of a cross beam and a longitudinal beam, the end parts of the cross beam and the longitudinal beam are lapped on the support plate shaped like the Chinese character 'hui', an end plate connected with the side wall of the tubular body is arranged, the end plate is connected with the side wall of the tubular body by a bolt II, the bolt II is arranged in a corresponding connecting hole in a penetrating way, the two sides of the web plate of the longitudinal beam are provided with placing steel plates which are supported by a support frame, the placing steel plates are connected by a bolt III, the support frame is fixedly connected with the longitudinal beam,
the panel is provided with a plate-shaped main body, a framework is arranged below the plate-shaped main body, two sides of the framework are supported by the laying steel plates, two sides of the plate-shaped main body are placed on the longitudinal beams and are connected with the longitudinal beams through bolts IV,
the auxiliary facilities comprise a ship-berthing facility and a ship-mooring facility, the ship-berthing facility comprises a ship-berthing component, the ship-berthing component is connected with the tower type pile cap node or is independently arranged on the sea side at the front edge of the wharf, a rubber fender is arranged on the ship-berthing component, and the ship-mooring facility is fixed at the top of the tower type pile cap node.
2. The all-steel assembled wharf structure according to claim 1, wherein the skeleton is formed by welding channel steel.
3. The all-steel assembled wharf structure according to claim 1, wherein the support frame is composed of a plurality of uniformly arranged i-shaped steels vertically fixed to one side of the longitudinal beam web.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221928665.5U CN217923358U (en) | 2022-07-21 | 2022-07-21 | All-steel assembled wharf structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221928665.5U CN217923358U (en) | 2022-07-21 | 2022-07-21 | All-steel assembled wharf structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217923358U true CN217923358U (en) | 2022-11-29 |
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ID=84149304
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221928665.5U Active CN217923358U (en) | 2022-07-21 | 2022-07-21 | All-steel assembled wharf structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217923358U (en) |
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2022
- 2022-07-21 CN CN202221928665.5U patent/CN217923358U/en active Active
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