Steel structure underwater landscape plank road

Abstract

A steel structure underwater landscape plank road is characterized in that the plank road extends along a revetment, the plank road comprises a lower main supporting structure, an upper pedestrian structure and display rails arranged on the two sides of the upper pedestrian structure, and the lower main supporting structure comprises a steel sleeve, a reinforced concrete foundation and a steel column which are sequentially arranged from bottom to top; an undisturbed soil layer, a yellow daub compaction layer, a rubble layer and a rubble leveling layer are sequentially arranged in the steel sleeve from bottom to top, the lower portion of the steel column is embedded in the reinforced concrete foundation, studs are welded to the periphery of the lower portion of the steel column, reinforcing ribs are embedded in the rubble layer, and the upper portions of the reinforcing ribs are fixedly welded to embedded parts arranged in the reinforced concrete foundation. The embedded part comprises an embedded plate and an embedded rib perpendicular to the embedded plate, and the embedded plate is exposed on the side wall of the reinforced concrete foundation. The base part adopts a cast-in-place mode, the technical problem that an overwater concrete base is inconvenient to transport is solved, the overall structural stability is high, and meanwhile attractiveness and applicability are high.

Description

Technical Field

[0001] This application relates to the field of building construction, specifically to a steel structure underwater landscape boardwalk. Background Technology

[0002] Because wooden walkways are submerged in water for extended periods, the wood structure is susceptible to corrosion, leading to structural damage, reduced mechanical properties, and lower weather resistance and safety. Furthermore, wood is a non-renewable resource, making it less environmentally friendly and economical.

[0003] Reinforced concrete walkways are easy to procure, have good weather resistance and safety, but are not easy to construct, have a large self-weight, and have poor crack resistance. Utility Model Content

[0004] The purpose of this invention is to provide a steel structure underwater landscape boardwalk to solve the problems mentioned in the background art.

[0005] To achieve the above objectives, the present invention adopts the following technical solution:

[0006] A steel-structured underwater landscape boardwalk extends along a revetment. The boardwalk comprises a lower main support structure, an upper pedestrian structure, and display areas and railings on both sides of the upper pedestrian structure. The lower main support structure includes, from bottom to top, a steel sleeve, a reinforced concrete foundation, and steel columns. Inside the steel sleeve, from bottom to top, are arranged a layer of undisturbed soil, a compacted yellow clay layer, a rubble layer, and a rubble leveling layer. The lower part of the steel columns is embedded in the reinforced concrete foundation, and studs are welded around the lower perimeter of the steel columns. Reinforcing ribs are embedded within the rubble layer, and the upper part of the reinforcing ribs is welded and fixed to embedded parts within the reinforced concrete foundation. The embedded parts include embedded plates and embedded reinforcing bars perpendicular to the embedded plates, with the embedded plates exposed on the sidewalls of the reinforced concrete foundation.

[0007] More preferably, the internal reinforcement of the reinforced concrete foundation is a single-layer surface reinforcement, which is a rectangular steel frame adapted to the volume of the reinforced concrete foundation, with studs embedded in the rectangular steel frame.

[0008] Furthermore, the top surface of the steel column is provided with an end plate, and a rib is welded between the end plate and the steel column.

[0009] Furthermore, the upper pedestrian structure includes horizontal and vertical H-shaped steel main beams. The connection nodes of the horizontal and vertical H-shaped steel main beams are T-shaped or cross-shaped. The ends of the T-shaped connection nodes are connected by straight connecting plates, and the ends of the cross-shaped connection nodes are connected by L-shaped connecting plates. The straight connecting plates pass through the ends of the webs of the vertical T-shaped main beams and are bolted to the webs of the horizontal main beams on both sides. The L-shaped connecting plates are located at the four corners of the cross-shaped connection joints and are connected to the webs of the horizontal and vertical main beams by bolts.

[0010] Furthermore, the transverse H-beam of the main beam overlaps the revetment at its end, and the end is connected to a concrete pad by expansion bolts.

[0011] In addition, the upper pedestrian structure also includes galvanized steel pipe secondary keel and plastic wood board, and the exhibition includes protective shed, display shed, display board and partition.

[0012] More preferably, the steel sleeve has a height of 500-700mm, and the reinforced concrete foundation has a height of 500-600mm, formed by pouring C30-50 impermeable concrete.

[0013] Compared with the prior art, this utility model has the following features and beneficial effects:

[0014] The base of this application is constructed using a cast-in-place method, which solves the technical problem of inconvenient transportation of concrete bases on water. Meanwhile, the upper part uses a steel structure, and the upper part of the steel structure is coated with anti-rust paint. The anti-rust paint can be a color that matches the overall garden, increasing the harmony of the entire landscape boardwalk. Attached Figure Description

[0015] Figure 1 This is a schematic diagram of a steel structure underwater landscape boardwalk according to this application;

[0016] Figure 2 This is a diagram showing the positional relationship between the reinforced concrete foundation and the steel sleeve in this application;

[0017] Figure 3 This is a specific application illustration of the L-shaped connecting plate involved in this application;

[0018] Figure 4 This is a specific application illustration of the linear connector plate involved in this application.

[0019] Attached reference numerals: 1-Walkway; 2-Lower main support structure; 21-Steel sleeve; 211-Original soil layer; 212-Yellow clay compacted layer; 213-Rubber layer; 214-Rubber leveling layer; 215-Reinforcing bar; 22-Reinforced concrete foundation; 221-Reinforcement; 222-Embedded parts; 23-Steel column; 231-Stokes; 3-Upper pedestrian structure; 31-Horizontal and longitudinal H-shaped steel main beams; 32-Straight connecting plate; 33-L-shaped connecting plate; 4-Guardrail; 5-Steel pipe cofferdam; 6-Revetment. Detailed Implementation

[0020] To make the technical means, innovative features, objectives and effects of this utility model easier to understand, the utility model will be further described below.

[0021] The embodiments described herein are specific implementations of this utility model, used to illustrate the concept of this utility model. They are all illustrative and exemplary, and should not be construed as limiting the implementation methods or scope of this utility model. In addition to the embodiments described herein, those skilled in the art can employ other obvious technical solutions based on the content disclosed in the claims and specification of this application. These technical solutions include those that make any obvious substitutions and modifications to the embodiments described herein.

[0022] A steel-structured waterfront walkway, walkway 1 extending along a revetment 6, includes a lower main support structure 2, an upper pedestrian structure 3, and display areas and railings 4 on both sides of the upper pedestrian structure 3. The lower main support structure 2 includes, from bottom to top, a steel sleeve 21, a reinforced concrete foundation 22, and steel columns 23. Inside the steel sleeve 21, from bottom to top, are arranged a layer of undisturbed soil 211, a compacted yellow clay layer 212, a rubble layer 213, and a rubble leveling layer 214. The lower part of the steel column 23 is embedded in the reinforced concrete foundation 22, and studs 231 are welded around the lower part of the steel column 23. The rubble layer 213 is embedded with... A reinforcing rib 215 is provided. The upper part of the reinforcing rib 215 is welded and fixed to the embedded part 222 located in the reinforced concrete foundation 22. The embedded part 222 includes an embedded plate and embedded ribs arranged perpendicular to the embedded plate. The embedded plate is exposed on the side wall of the reinforced concrete foundation 22. The lower part of the reinforcing rib 215 is inserted into the rubble layer 213, and the upper part is welded and fixed to the embedded plate. The reinforced concrete foundation 22 is a rectangular structure with embedded parts 222 on all four sides. Generally, the lower part of a crossbeam is connected to two sets of lower main support structures 2, which is equivalent to two rows of spaced steel columns 23 being constructed along the revetment. It is also supported by one set of lower main support structures 2. At this time, the crossbeam is relatively short.

[0023] The internal reinforcement 221 of the reinforced concrete foundation 22 is a single-layer surface reinforcement, which is a rectangular steel frame that is compatible with the volume of the reinforced concrete foundation 22. The studs 231 are built into the rectangular steel frame. The top surface of the steel column 23 is provided with an end plate. Ribs are welded between the end plate and the steel column 23 to strengthen the end plate.

[0024] The upper pedestrian structure 3 includes horizontal and vertical H-shaped steel main beams 31. The connection nodes of the horizontal and vertical H-shaped steel main beams 31 are T-shaped or cross-shaped. The ends of the T-shaped connection nodes are connected by straight connecting plates 32, and the ends of the cross-shaped connection nodes are connected by L-shaped connecting plates 33. The straight connecting plates 32 pass through the ends of the web of the vertical T-shaped main beam and are bolted to the web of the horizontal main beams on both sides. The L-shaped connecting plates 33 are located at the four corners of the cross-shaped connection joints and are connected to the web of the horizontal and vertical main beams by bolts.

[0025] The transverse H-beams of the main beams 31 are connected to the revetment 6 at their transverse ends, and the ends are connected to the concrete pads by expansion bolts. The upper pedestrian structure 3 also includes galvanized steel pipe secondary keels and plastic boards. The exhibition includes protective sheds, display sheds, display boards and partitions. The steel sleeve 21 is 500~700mm high, and the reinforced concrete foundation 22 is 500~600mm high, formed by pouring C30~50 impermeable concrete.

[0026] During the actual construction, a cofferdam should first be constructed using steel pipe cofferdam cylinders, waterproof cloth, templates, sandbags, etc. After the cofferdam is constructed, two water pumps should be used to pump out the water. After the water is pumped out, the positioning lines should be laid out at the bottom silt according to the design drawings, ensuring that the dimensions given in the drawings are strictly controlled and the position is not deviated. According to the layout line, the small sleeves should be manually tamped into the silt. Excess silt should be cleaned out inside the small sleeves, but it should be ensured that the base of the sleeves is still buried in the silt. After the silt is cleaned out, a 5 cm layer of loess (clay) should be laid on top and compacted. Rubble should be stacked in layers inside the small sleeves. The first layer needs to be compacted and filled with crushed stone. When stacking rubble, it is necessary to simultaneously install embedded reinforcing bars (the embedded bars must be installed inside the rubble), place the reinforcing cage, erect formwork, and pour concrete steel columns on top. The concrete is manually pushed in, and C40 concrete is used. Steel formwork is used. The embedded reinforcing bars at the bottom of the rubble must be inserted into the reinforcing cage. To prevent grout leakage from the steel formwork and pollution of the ecological environment, the following measures are taken to prevent grout leakage as appropriate:

[0027] Installing rubber strips: Adding rubber strips to the joints of the formwork can effectively prevent grout leakage. The rubber strips should have good elasticity and corrosion resistance. Choose appropriate thickness and width to ensure a tight fit with the formwork joints and prevent grout from flowing into the formwork. According to construction specifications, the thickness of the rubber strips is generally controlled between 5-10mm, and the width depends on the thickness of the formwork and the length of the joint.

[0028] Construction tape sealing: Applying construction tape to the outside of the formwork joints effectively prevents grout leakage. The construction tape should have good adhesion and weather resistance, adhering tightly to the formwork surface to prevent grout seepage. The adhesive strength of the construction tape should meet relevant standard requirements; appropriately widening the tape improves the sealing effect.

[0029] Applying an anti-seepage agent to the formwork: For formwork surfaces that require protection against grout leakage, applying an anti-seepage agent can effectively prevent grout penetration. The anti-seepage agent should have good permeability and adhesion, forming a sealing film on the formwork surface to prevent grout intrusion. The use of the anti-seepage agent must comply with relevant specifications, selecting an appropriate concentration and application method. After pouring the concrete, wait for it to reach its strength. Demolding can be carried out when the strength reaches 75%. An environmentally friendly and pollution-free release agent should be used for demolding.

[0030] Column fabrication and installation: The height of the top surface of the steel column should be measured and controlled according to the elevation control line drawn on the side of the revetment stone. Using measuring instruments such as a total station, the position and elevation of the column are determined according to the design drawings. At the processing plant, the steel square tube is cut, reinforced with welding ribs, and top support plate is processed according to the design requirements. After the steel column is processed, it is transported to the prefabrication plant.

[0031] Beam fabrication and installation: Transport the H-beams to the construction site by transport ship, use lifting equipment to hoist the beams to the top of the columns, adjust the position of the beams to align them with the center line of the columns; weld the connection between the beams and the columns; during the welding process, pay attention to controlling welding deformation, remove rust from the steel structure surface to achieve the specified rust removal grade, apply anti-corrosion coating, and ensure that the coating is uniform and the thickness meets the requirements.

[0032] Construction of wood-plastic composite panels: Once the foundation and steel structure meet design strength requirements, locate and install high-strength bolts and ordinary bolts at the corresponding positions on the beams and columns according to the drawings. Lay the wooden panels on the keel along a direction perpendicular to the revetment and secure them with round-head screws. Use round-head screws to secure decorative edge panels along the sides.

[0033] Railing installation: After the keel and wooden panels are completed, the railing installation begins. The railings are fully welded to the I-beams. The installation and welding of the protective shed, display shed, display panels, and partitions must meet the requirements, and are welded to the auxiliary beams or keel according to the drawings.

[0034] Material and construction requirements: The I-beams must meet the design specifications, with a surface free of oil, rust, pits, and bends. The platform must be flat during steel cutting, and measurements must be accurate and clear. Installation must be accurate and secure, without twisting, skewing, or deformation. Welds must be uniform in shape, well-formed, and free of cracks, weld beads, burn-through, or other defects. Parts not covered in this utility model are identical to or can be implemented using existing technology.

[0035] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. It will be apparent to those skilled in the art that this utility model is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or basic characteristics of this utility model. Therefore, the embodiments should be considered illustrative and non-limiting in all respects. The scope of this utility model is defined by the appended claims rather than the foregoing description, and thus all variations falling within the meaning and scope of equivalents of the claims are intended to be included within this utility model. No reference numerals in the claims should be construed as limiting the scope of the claims.

[0036] Furthermore, it should be understood that although this specification describes embodiments, not every embodiment contains only one independent technical solution. This narrative style is merely for clarity. Those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.

Claims

1. A steel construction underwater landscape walkway, the walkway (1) is arranged along the revetment (6) characterized in that: The stack road (1) comprises a lower main support structure (2), an upper pedestrian structure (3) and an exhibition and railing (4) arranged on both sides of the upper pedestrian structure (3), the lower main support structure (2) comprises a steel sleeve (21), a reinforced concrete foundation (22) and a steel column (23) arranged in sequence from bottom to top, the steel sleeve (21) is sequentially provided with an undisturbed soil layer (211), a yellow cement compacted layer (212), a rubble layer (213) and a rubble leveling layer (214) from bottom to top, the lower part of the steel column (23) is embedded in the reinforced concrete foundation (22), the steel column (23) is welded with pegs (231) around the lower part, the rubble layer (213) is embedded with a reinforcing bar (215), and the upper part of the reinforcing bar (215) is welded and fixed with a pre-embedded part (222) arranged in the reinforced concrete foundation (22), the pre-embedded part (222) comprises an embedded plate and an embedded reinforcing bar arranged perpendicularly to the embedded plate, and the embedded plate is exposed on the side wall of the reinforced concrete foundation (22).

2. A steel structure waterscape boardwalk according to claim 1, characterized in that: The reinforcing bar (221) in the reinforced concrete foundation (22) is a single-layer surface reinforcing bar, which is a rectangular reinforcing bar frame matched with the volume of the reinforced concrete foundation (22), and the pegs (231) are arranged in the rectangular reinforcing bar frame.

3. A steel structure waterscape boardwalk according to claim 1, characterized in that: The top surface of the steel column (23) is provided with an end column plate, and a rib plate is welded between the end column plate and the steel column (23).

4. A steel structure waterscape boardwalk according to claim 1, characterized in that: The upper pedestrian structure (3) comprises a horizontal-vertical H-shaped steel main beam (31), the connection node of the horizontal-vertical H-shaped steel main beam (31) is T-shaped or cross-shaped, the end of the T-shaped connection node is connected through a one-word type connecting plate (32), the end of the cross-shaped connection node is connected through an L-shaped connecting plate (33), the one-word type connecting plate (32) penetrates through the end of the T-shaped vertical main beam web and is bolted to the two side horizontal main beam webs, and the L-shaped connecting plate (33) is arranged at the four corners of the cross-shaped connection node and is connected with the horizontal-vertical main beam webs through bolts.

5. A steel structure waterscape boardwalk according to claim 4, characterized in that: The horizontal H-shaped steel main beam end of the horizontal-vertical H-shaped steel main beam (31) is lapped on the revetment (6), and the end is connected with the concrete cushion block through the expansion bolt.

6. A steel structure waterscape boardwalk in accordance with claim 4, characterized in that: The upper pedestrian structure (3) further comprises a galvanized steel pipe secondary keel and a plastic wood board, and the exhibition comprises a protective shed, a display shed, an exhibition board and a shutter.

7. A steel structure waterscape walkway according to any one of claims 1-6, characterized in that: The height of the steel sleeve (21) is 500-700mm, and the height of the reinforced concrete foundation (22) is 500-600mm, which is formed by pouring C30-50 impermeable concrete.

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