Yangpyeong-gun, Gyeonggi-do
Slab formwork support
Shoring posts run Ø65.0 mm and carry a 8.0T star flange measuring 120 × 120 mm. The heavier post and flange are what separate shoring from access scaffolding: the tower's job is vertical load transfer, not providing a walking platform.
Five post lengths — P-17, P-12, P-08, P-04 and P-02 — combine with screw-adjustable base and U-head jacks so the tower height can be tuned to the slab soffit on site.
Dimensions and unit weights as published in the SEIYON SYSTEM shoring manual.
| Product | Length | Unit Weight |
|---|---|---|
| P-17 | 1,725 mm | 8.0 kg |
| P-12 | 1,291 mm | 6.4 kg |
| P-08 | 863 mm | 4.3 kg |
| P-04 | 432 mm | 2.7 kg |
| P-02 | 216 mm | 1.8 kg |
Outside diameter Ø65.0 mm · star flange 8.0T, 120 × 120 mm
| Product | Length | Unit Weight |
|---|---|---|
| H1-18 | 1,768 mm | 4.6 kg |
| H1-15 | 1,463 mm | 4.0 kg |
| H1-12 | 1,158 mm | 3.3 kg |
| H1-09 | 853 mm | 2.6 kg |
| H1-06 | 549 mm | 2.0 kg |
| H1-03 | 244 mm | 1.7 kg |
An H1-18 ledger sets a post spacing of 1,829 mm.

UH-43 · Ø43, 600 mm · 5.0 kg

JB-43 · Ø43, 600 mm · 3.9 kg

Ø60.5 × 120 mm · 0.9 kg

TR-1524 · 1,524 mm · 16.7 kg

Six sizes, B1715 to B1209
3.8 – 5.3 kg

75 × 125 × 2.9T
1.0 m to 3.0 m
| Product | Length | Unit Weight |
|---|---|---|
| B1715 | 2,139 mm | 5.3 kg |
| B1712 | 1,974 mm | 5.0 kg |
| B1709 | 1,845 mm | 4.7 kg |
| B1215 | 1,807.5 mm | 4.6 kg |
| B1212 | 1,609 mm | 4.2 kg |
| B1209 | 1,447.5 mm | 3.8 kg |
The code pairs the post with the bay it braces: B17xx suits a P-17 lift, B12xx a P-12, and the final digits give the bay spacing.
| Length | Section | Unit Weight |
|---|---|---|
| 1.0 m | 75 × 125 × 2.9T | 9.0 kg |
| 1.5 m | 75 × 125 × 2.9T | 13.4 kg |
| 2.0 m | 75 × 125 × 2.9T | 17.7 kg |
| 2.2 m | 75 × 125 × 2.9T | 19.1 kg |
| 2.5 m | 75 × 125 × 2.9T | 21.7 kg |
| 3.0 m | 75 × 125 × 2.9T | 26.5 kg |
Slab formwork support
Primary beam and U-head layout
Multi-bay shoring tower array
Diagonal bracing across full height
Urban site, restricted footprint
Deck support to full slab height