375.6 metres tall, Dabaihui Plaza is a mixed-use skyscraper in Shenzhen, China. It ranks number 62 among the world's tallest completed buildings by architectural height. [2]
Directory record added 9 September 2026. The original top-ten engineering dossiers have a deeper independent review; this record does not claim that same verification level. See source ↗
ENGINEERING DOSSIER
How Dabaihui Plaza works
Project evidence, construction records and the limits of what is documented. A named consultant’s role is kept separate from the architect, contractor and local engineer of record.
A project-team technical narrative has not yet been verified for this building. The evidence register below identifies the recorded details and the information still needed for a full account of its structural and construction systems.
Technical evidence register
Topic
Recorded information
How to interpret it
Structural system
Not confirmed
The frame description needs to distinguish gravity support from wind and earthquake resistance. Read the engineering guide ↗
Main structural material
Not confirmed
A material label does not establish steel grade, concrete strength, fire protection or connection details. Read the engineering guide ↗
Basement levels
Not confirmed
Basement count does not establish pile depth, founding stratum, bearing pressure or the excavation sequence. Read the engineering guide ↗
Car count does not establish passenger capacity, speed, zoning, redundancy or peak traffic performance. Read the engineering guide ↗
Construction start
Not confirmed
A start year can refer to enabling works, foundations or the main construction contract. Read the engineering guide ↗
Structural topping out
Not confirmed
Topping out marks a structural milestone; facade work, commissioning and occupancy can follow later. Read the engineering guide ↗
Reading the vertical dimensions
The directory records 375.6 metres of architectural height and 70 above-ground floors. The highest occupied level has not been confirmed here. Measurement source ↗
Dividing architectural height by floor count would include the crown and any unequal floor heights. It cannot be used as a typical floor-to-floor dimension, a measure of slenderness or a structural design input.
Questions for a deeper technical review
Foundation tests, core and column sizes, construction-stage stability, creep and shortening allowances, wind-tunnel results and facade movement tolerances need project-specific evidence. Their absence here does not imply that the project lacked those studies.
Directory record updated . No dated field checks have been recorded. Updating the page does not re-verify every fact.
View 0 recorded field checks
Field-level source checks
Checked
Field
Evidence and decision
Correction and publication log
: added a visible evidence register and change history. The initial evidence-register release preserved the existing measurements; subsequent corrections appear above.
Existing source decisions and caveats
Sourced directory record; full independent field review pending.
These notes predate this visible log. Their original change dates are not reconstructed.