Need a Technical Advice?

Submersible Scissor Lift Basin Integration: Proven 11T

Project Overview

When our maritime and hydraulics design team was commissioned by the Pearl River Hydraulic Research Institute, we took on one of the most chemically aggressive and mechanically demanding projects of my career. The project required installing a massive, 10-meter diameter circular lifting deck inside a deep outdoor test basin to simulate variable river flow depths. Since the entire structure must remain submerged under up to 5.3 meters of saltwater and freshwater cycles indefinitely, we had to abandon carbon steel entirely and engineer a 100% rustproof platform using marine-grade alloy.

  • Country / Region: Sanya, Hainan

  • Customer Facility: Sanya Marine and Hydraulic Testing Base

  • Industry Classification: Energy & Nuclear

  • Equipment Model: GR-SS11-5.3 (SJG11-5.0)

  • Rated Load Capacity: 11,000 kg (11 Tons)

  • Platform Dimensions: D = 10,000 mm (Circular 10-meter diameter platform deck)

  • Vertical Travel Height: 5300 mm (from a retracted closed height of 1350 mm to a maximum operational height of 6650 mm)

  • Mooring and Guarding Accessories: We integrated 21 removable 316L stainless steel guardrail posts along the edge of the circular deck, paired with flush-mounted, removable lashing rings to secure heavy rock sediment testing models.

  • Water-Depth Simulation: Our team designed this system to raise and lower geological strata models smoothly inside the research basin, providing a highly stable platform that holds heavy equipment static at precise depths.

Challenge & Solution

Challenge

Operating a heavy-capacity lift table completely submerged under 5.3 meters of water introduced highly aggressive chemical and physical forces. Standard industrial lifts rely on carbon steel and standard polyurethane seals, which undergo immediate galvanic corrosion and rapid pressure loss when submerged. I realized that the primary structural risk was metal oxidation of the scissor joints and uneven height settling (hydraulic drift) during multi-day hydraulic research tests, which would ruin the calibration of the rock models.

  • Severe Subaqueous Metal Corrosion: Standard structural alloys degrade rapidly in continuous freshwater and saltwater immersion. To prevent rust-induced structural failure, we had to bypass typical carbon steel and manufacture all primary load-bearing members, including the scissor arms, using marine-grade 316L stainless steel conforming to the stringent guidelines of ASTM A276/A276M for stainless steel bars and shapes.

  • Under-Water Hydraulic Cylinder Seal Failures: At a depth of 5.3 meters, the hydrostatic water pressure continuously forces water against the rod seals of the lifting cylinders. Standard single-lip seals fail under this sub-surface pressure, allowing water to contaminate the hydraulic oil and causing internal valve corrosion.

  • Long-Term Hydraulic Drift under Static Loads: The research models must remain completely static at precise depths for several days. However, because hydraulic fluid naturally experiences micro-leakage past valve spools over time, a standard hydraulic lift experiences gradual vertical descent, violating our client’s required ±5 mm leveling tolerance.

  • Uneven Leveling of a 10-Meter Circular Platform: When researchers load an asymmetric, 11-ton geological rock model onto one side of the circular deck, it creates an extreme off-center load. This off-center weight creates a massive cantilever bending moment, risking structural scissor deflection and uneven lifting speeds.

Solution

Our engineering team completely bypassed standard hydraulic design limits by deploying a 100% marine-grade 316L stainless steel, double-span parallel scissor structure. This specialized sub-surface build isolates vital fluid connections from high hydrostatic pressure, using a mechanical lock-pin ring to maintain absolute depth stability over multi-day scientific runs. We resolved the potential leveling deviation caused by heavy off-center geological model loading by driving the dual scissor cylinders with an active rotary gear flow divider.

  • Marine-Alloy Structural Fabrication: We chose high-strength, low-carbon 316L stainless steel for the base chassis, double-span scissor arms, and the 6 mm deck plate. All fabricated structural weld seams underwent full-immersion acid pickling and chemical passivation to form an active chrome-oxide protective barrier, guaranteeing a rustproof lifespan under continuous submersion.

  • Positive-Pressure Dual Cylinder Seals: Our team selected 

    Φ

     160/110-1610 double-acting cylinders equipped with double-layer polyurethane wiper and rod seal rings. This design establishes an active pressure barrier that prevents hydrostatic water at a depth of 5.3 meters from penetrating past the rod interface and contaminating the hydraulic oil.

  • Zero-Drift Mechanical Pin-Locking: We engineered 4 heavy-duty mechanical locking pin assemblies operated by auxiliary hydraulic cylinders directly under the 10-meter circular platform deck. High-strength steel pins extend into pre-set wall sleeves at the target elevation, taking the load entirely off the hydraulic circuit to completely eliminate vertical fluid drift.

  • Rotary Gear Flow Divider Synchronization: We piped the hydraulic circuit through an active, high-precision rotary gear flow divider that splits fluid flow strictly at a 50/50 ratio. This active fluid balancing ensures synchronized cylinder stroke velocities, keeping deck tilt under ±5 mm even when researchers place irregular 11-ton rock models on the deck edge.

  • IP68 Submersible Telemetry & Protected HPU: We mounted two redundant water-underneath draw-wire sensors with IP68 ratings directly on the sub-surface base to transmit continuous height coordinates back to the remote control cabinet. The shore-side control station is enclosed in a weather-tight box equipped with automatic anti-moisture heaters to prevent salt-fog corrosion.

Technical Specifications

Technical Component / Parametric Unit Engineering Metric Specification Structural Standard & SK Integration
System Design Concept Double-Span Single-Deck Scissor Elevator Custom double-span parallel layout designed for severe sub-surface environments
Primary Material Grade 316L Stainless Steel Submersible Platform 100% 316L marine-alloy; conforms to ASTM A240 and ASTM A276; part of our fixed scissor lifts family
Operational Load Rating Rated capacity: 11,000 kg (11 Tons) Uniformly distributed load index ≥1 t/m²; resists localized load offsets
Platform Work Deck Diameter D = 10,000 mm Circular 316L non-skid deck plate (≥6mm thickness) with integrated lashing rings
Fluid Synchronization Unit Rotary Gear Hydraulic Flow Divider Gear-type self-equalizing fluid divider ensuring balanced cylinder stroke velocities
Active Level Lock System Mechanical Pin Height Locking Mechanism 4 sets of hydraulic telescopic lock-pins to completely eliminate hydraulic descent drift
Depth Monitoring Array Under-Water Draw-Wire Leveling Sensors Redundant IP68-rated dual sensors providing real-time vertical travel telemetry
Elevated Stroke Limits Lifting travel ≥5300 mm Operational height range: 1350 mm (closed) to 6650 mm (fully raised)
Base HPU Protection Anti-Salt Spray Hydraulic Power Unit cabinet High-performance hydraulic station; cabinet contains moisture & salt spray heaters
Stiffness Tolerance Limit Submersible Scissor Platform Deflection≤L/500 Flatness and leveling tolerances kept strictly within ±5 mm under peak loads

Project Gallery