| National Construction Methods | |
|---|---|
| Name | No. |
| Construction method for integral lifting of asymmetric large cantilever steel structure | GJJGF140-2014 |
| Construction method of concrete-filled steel tubular column with large compound cross-section | GJJGF061-2014 |
| Design and construction method of formwork lifting system for flexible platform of tube of super high-rise building | GJJGF123-2014 |
| Construction method of curtain wall installation of super high-rise unit building with monorail crane | GJJGF184-2014 |
| Construction method of cast-in-place decorative fair-faced concrete for space parabolic multi-curved structure | GJJGF124-2014 |
| Construction method for floor slab of open-excavated subway station with trolley and steel formwork system | GJJGF086-2014 |
| Construction method of steel sheet pile cofferdam in deep water through top-down method | GJYJGF081-2012 |
| Construction method of guide wall of underground diaphragm wall with large wheeled movable steel formwork system | GJEJGF031-2012 |
| Construction method of three-dimensional movable joint of pyramid glass curtain wall | GJEJGF168-2012 |
| Construction method of slipform carrying liftable multifunctional platform combined with bailey truss | GJEJGF083-2012 |
| Construction method of multi-point integral synchronous jacking of bridge bearing end | GJEJGF251-2010 |
| Construction method of reserved tunnel holes in subway station with wheel-type formwork support system | GJEJGF222-2010 |
| Construction method of composite reinforcement of super-large pipe shed and improved sleeve valve pipe in shallow-buried tunnel | GJEJGF221-2010 |
| Construction method of thin-walled special-shaped guardrail plate in subway | GJEJGF215-2010 |
| Construction method of ERS pavement on steel bridge deck | GJEJGF191-2010 |
| Construction method of 76m super-long self-locking waterproof profiled color sheet on roof of plant | GJEJGF135-2010 |
| Construction method of dome steel structure with the technology of bi-directional rotation and cumulative slip | GJEJGF109-2010 |
| Construction method of large-area water-covered stage | GJEJGF105-2010 |
| Construction method of the support of large sweep-shaped folding and lifting LED screen | GJEJGF094-2010 |
| Construction method of high-altitude cantilever concrete structure with support platform technology | GJEJGF052-2010 |
| Construction method for densely laying pipe piles on a large area of soft soil layer under static pressure | GJEJGF023-2010 |
| Construction method of Tang-Dynasty-style tile roof of antique building | GJEJGF089-2008 |
| Construction method of light integral energy-saving wall panel in tall and flexible structure | GJEJGF099-2008 |
| Construction method of bidirectional-load-bearing non-uniformly prestressed cast-in-situ concrete hollow floor structure | GJEJGF047-2008 |
| Construction method of multi-connected silo through rapid slipform | GJYJGF094-2008 |
| Construction method of sectional varying re-erection of cantilever external scaffold for high-rise building | GJEJGF058-2008 |
| Construction method of three-dimensional integrated wiring for space electromechanical installation of large steel structure | GJYJGF039-2008 |
| Construction method of rapid connection of prestressed concrete pipe pile | GJYJGF009-2008 |
| Construction method of prefabrication of prestressed concrete continuous box girder segment by short line matching method and cantilever erection with bridge erecting machine | YJGF062-2006 |
| Construction method of suspended electric attached lifting scaffold | YJGF202-2006 |
Processes and Construction Methods
