Shahmīrzād Key Points and Difficulties in the Processing and Fabrication of Steel Structure Spiral Stairs

Shahmīrzād 1. 3D Space Modeling and Lofting

Shahmīrzād     - BIM Reverse Modeling: It is necessary to construct an accurate 3D model based on design parameters (rotation radius, tread angle, central column diameter). Use parametric modeling with BIM or Rhino + Grasshopper to verify the spatial geometric relationships and avoid interference between the tread plate, the central column and the handrail.

Shahmīrzād

    - Segmented Lofting Strategy: Discretize the spiral line into multiple broken lines. Use a numerically controlled cutting machine to perform special-shaped cutting on the tread plate and the supporting beam, and mark the spatial positioning points (such as the welding coordinates of the tread plate and the central column).

Shahmīrzād 2. Material Selection and Pretreatment

    - Main Structural Materials: For the central column, seamless steel pipes are preferably selected (such as Φ200×10mm Q345B). The tread plate is made of 8 - 12mm anti-slip checkered steel plate, and the handrail support is made of Φ50×3mm stainless steel pipe.

Shahmīrzād     - Anti-corrosion Pretreatment: For outdoor stairs, the steel needs to be sandblasted to remove rust (Sa2.5 level) and pre-coated with primer to avoid damage to the coating during subsequent welding.

Shahmīrzād

3. Welding Deformation Control

Shahmīrzād

Shahmīrzād     - Design of Workpiece Fixtures: Use an adjustable-angle circular welding fixture to fix the tread plate and the central column to ensure that the inclination angles of each tread plate are consistent (for example, each step rotates 10°).

Shahmīrzād

    - Optimization of Welding Sequence: Adopt a symmetric skip welding process (such as welding the inner side weld first and then repairing the outer side weld), and control the interlayer temperature ≤ 150°C to reduce thermal deformation.

Shahmīrzād

4. Assurance of Assembly Precision

Shahmīrzād

Shahmīrzād     - Virtual Pre-assembly: Obtain the actual dimensions of the components through a 3D scanner, simulate the assembly in the software, and then carry out physical assembly after correcting the errors.

Shahmīrzād

    - Setting of Positioning Reference: Take the plumb line of the central column as the reference, and use a total station to calibrate the three-dimensional coordinates of the end points of each tread plate (the error is controlled within ±2mm).

Shahmīrzād

II. Technical Difficulties and Solutions

Shahmīrzād 1. Cold Bending and Forming of Spatial Curved Beams

Shahmīrzād

Shahmīrzād     - Difficulty: The spatial double curvature of the spiral handrail makes traditional roll forming difficult.

Shahmīrzād     - Solution: Adopt segmented cold bending (the length of each segment ≤ 1.5m) + use a numerically controlled pipe bender to precisely control the bending radius, and reserve a 2mm finishing allowance at the interface.

Shahmīrzād

Shahmīrzād 2. Structural Stability under Asymmetric Loads

    - Problem: The rotating staircase is prone to lateral torsion under eccentric loads.

Shahmīrzād

    - Countermeasure: Pour C40 micro-expansive concrete (filling rate ≥ 90%) inside the central column, and at the same time, add triangular diagonal braces (such as L100×10 angle steel) at the cantilever end to form a spatial truss system.

Shahmīrzād 3. Control of Tread Plate Flatness

    - Challenge: Welding thermal deformation causes undulations on the surface of the tread plate (common error is 3 - 5mm).

Shahmīrzād

    - Process Improvement: Use CO₂ gas shielded welding (current 180 - 220A, voltage 24 - 28V), and use a hydraulic straightening machine to perform local flattening treatment on the tread plate after welding.

Shahmīrzād

Shahmīrzād 4. Transportation of Special-shaped Components and On-site Installation

Shahmīrzād

Shahmīrzād     - Bottleneck: The overall spiral structure cannot be transported at one time and needs to be hoisted in sections.

Shahmīrzād

Shahmīrzād     - Modular Design: Decompose the staircase into a central column module (for overall transportation), a tread module (with every 3 steps as a unit), and a handrail module. Use high-strength bolts (grade 10.9) for on-site connection, and inject structural adhesive at the joints for sealing.

Shahmīrzād

Shahmīrzād III. Key Indicators for Quality Control

1. Dimensional Tolerance

Shahmīrzād     - The verticality deviation of the central column ≤ H/1000 (H is the total height)

Shahmīrzād

Shahmīrzād     - The height difference between adjacent tread plates ≤ 3mm

Shahmīrzād

    - The straightness deviation of the handrail ≤ 2mm/m

Shahmīrzād 2. Mechanical Properties

Shahmīrzād     - Static Load Test: Apply a load of 1.5kN/m², and the deflection ≤ L/250 (L is the span)

    - Natural Frequency Detection: Avoid resonance with the human walking frequency (1.6 - 2.4Hz)

Shahmīrzād

Shahmīrzād 3. Durability

Shahmīrzād

Shahmīrzād     - The thickness of the hot-dip galvanized layer ≥ 85μm (outdoor environment)

Shahmīrzād

    - The adhesion of fluorocarbon spraying ≥ 5MPa (tested by the cross-cut method)

Shahmīrzād

IV. Application of Innovative Processes

Shahmīrzād

Shahmīrzād 1. 3D Printing of Positioning Molds: Use nylon materials to print the spatial positioning fixtures for the tread plate to improve the assembly efficiency.

Shahmīrzād

Shahmīrzād 2. Robot Welding: For repetitive weld seams (such as the connection between the tread plate and the central column), use a six-axis welding robot, and the weld penetration depth reaches more than 70% of the thickness of the base metal.

3. BIM + AR Technology: Overlay the 3D model onto the construction site through augmented reality devices to provide real-time guidance for the installation and positioning of complex nodes.

Shahmīrzād

Shahmīrzād Conclusion

Shahmīrzād

The processing of steel structure spiral stairs is essentially a combination of precision machinery manufacturing and architectural art. It is necessary to achieve the quality objectives through digital modeling, process innovation and strict process control. It is recommended to carry out 1:1 local entity prefabrication at the initial stage of the project, and then start mass production after verifying the process feasibility.