

The HPS methodology significantly suppresses deformation and buckling, allowing for a minimal quantity of support members.
This ensures higher structural stability with fewer materials under identical load conditions.
|
Is there a steel solution that
is both stronger and safer?
|
|||
|---|---|---|---|
| Resistance Performance | |||
| Resistance Performance |
Superior resistance to torsion, bending stress, and lateral-torsional buckling |
Lacks sufficient resistance to torsion, bending stress, and buckling |
Lacks sufficient resistance to torsion, bending stress, and buckling |
| Operational Stability | |||
| Operational Stability |
Higher risk of instability during installation and operation |
Provides maximum stability throughout the entire construction lifecycle. |
Provides maximum stability throughout the entire construction lifecycle. |
| Compatibility | |||
| Compatibility |
Low compatibility with other structural components |
Excellent compatibility with various members and modular systems. |
Excellent compatibility with various members and modular systems. |
| Safety & Logistics | |||
| Safety & Logistics |
Unstable during material stacking and transport |
Enhanced safety during loading, transport, and on-site handling. |
Enhanced safety during loading, transport, and on-site handling. |
Strut & Wale, Wedge, Hydraulic Jack
| HPS Specification | Unit Weight (kg/m) |
Cross-Sectional Area (cm2) |
Total Shear Area (cm2) |
Moment of Inertia (cm2) | Section Modulus(cm2) | Radius of Gyration(cm2) | |||
|---|---|---|---|---|---|---|---|---|---|
| x-x | y-y | x-x | y-y | x-x | y-y | ||||
| 450x450x6x12 | 190 | 177.23 | 107.30 | 63,840 | 30,545 | 2,743 | 1,358 | 18.98 | 13.13 |
| 450x450x6x16 | 210 | 211.15 | 123.00 | 78,893 | 35,684 | 3,378 | 1,586 | 19.33 | 13.00 |
| 450x450x6x20 | 240 | 245.07 | 134.42 | 93,378 | 40,823 | 3,988 | 1,814 | 19.52 | 12.91 |
HPS Decking System: Structural Excellence
for Overhead Operational Safety
HPS Decking Plates and Main Beams cover excavated underground spaces, ensuring the safe movement of personnel, equipment, and materials. This system enables simultaneous operations above and below ground.
It is more than just a temporary cover; it is a high-performance structural platform designed to maximize operational efficiency within the constraints of limited site space
Traditional decking methods require main beams to be densely spaced — typically every 2 meters — to accommodate standard plate dimensions.
This increased beam quantities restrict the movement and logistics of equipment and personnel.
Conventional H-Beam systems often require additional bracing and stiffeners to counter buckling and vibration, complicating the installation and dismantling process.
As a result, this complexity leads to frequent interference between civil and architectural works, making it difficult to optimize both project timelines and costs.
Safety must be secured, but reducing both time and cost is not easy.
To solve these structural limitations, YUNJUN ST developed HPS #-DECK and HPS #-BEAM.

The HPS #-BEAM is a high-rigidity box-section main beam designed to maximize resistance against bending and buckling while minimizing reliance on external bracing.
\Complemented by the HPS #-DECK, a long-span decking plate engineered for enhanced durability, this system redefines temporary structural limits.
By integrating this combination, the main beam spacing can be extended to 4 meters, effectively reducing the required beam quantity by approximately 50% and significantly
increasing the coverage area per installation cycle.
Uncompromising safety standards, regardless of ground conditions.
From soft soils to deep-seated excavations, tougher conditions demand more robust structural integrity.
The YUNJUN ST HPS Methodology integrates struts, wales, decking plates, and main beams into a unified structural ecosystem,
delivering a reliable earth retention solution for any environment.
Witness the seamless integration and superior performance of the HPS System in action.