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Steel structure topped out at Xichong Depot, Shenzhen Metro Line 8 Phase III

On the afternoon of 10 December, the final large-section steel beam, weighing 11 tonnes, was installed at Xichong Depot on Shenzhen Metro Line 8 Phase III, marking completion of the steel structure delivered by GSIN.

The depot lies in Xichong Community, Kuichong Subdistrict, Dapeng New District, north of the Yanba Expressway and west of a planned green corridor. Maintenance and operating sheds have a staggered layout. The project reserves conditions for over-depot development, including a platform of approximately 100,000 m² and 15 buildings within and around it.

GSIN's work covers the maintenance shed and throat areas 2, 3 and 4, with approximately 5,000 tonnes of steel. The maintenance shed uses a fully braced frame and sloping roof at 14.000 m, equivalent to an absolute elevation of 20.600 m. Its encased steelwork uses welded built-up sections, with 15 columns and 32 beams installed at approximately 14 m.

Maintenance-shed beam sections include welded H2000×700×38×48, H1700×500×30×42 and H1100–500×500×30×42. The lifting campaign involved 166 beams weighing approximately 366 tonnes, mainly Q335B steel as recorded in the original article.

The throat areas use steel-reinforced concrete frames. Area 3 has two floor slabs, 27 columns weighing approximately 370 tonnes and 50 beams weighing approximately 480 tonnes, with maximum fabricated length of 27 m in Q355B. Areas 2 and 4 have five column types and respectively 42 and 38 columns, primarily Q355B.

Heavy columns exceeded 30 tonnes each, with 15 columns fabricated full-length. Individual beams weighed up to 24 tonnes and typical spans reached 32.400 m. The team used rational segmentation and large lifting equipment; seven oversized throat-area beams were assembled on site before lifting. GSIN emphasized safe delivery through coordinated construction and quality control.

Original illustrated report (Chinese)Steel structure topped out at Xichong Depot, Shenzhen Metro Line 8 Phase III — original report image 1