Fabricated joint of steel secondary beam, cast-in-place frame beam and steel bar truss floor support plate

The utility model belongs to the technical field of buildings, and relates to an assembly type node of a steel secondary beam, a cast-in-place frame beam and a steel bar truss floor support plate, which comprises a main beam, a secondary beam, a floor support plate and an assembly type structure sys...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Hauptverfasser:	LEI LIN, YANG LEI, LEI JIAN, ZHANG LONGXU, ZHANG YAOYUAN, WANG YIKAI
Format:	Patent
Sprache:	chi ; eng
Schlagworte:	BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE BUILDING MATERIALS BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES CEILINGS FENCING FIXED CONSTRUCTIONS FLOORS FORMS GENERAL BUILDING CONSTRUCTIONS HANDLING BUILDING MATERIALS ON THE SITE INSULATION OR OTHER PROTECTION OF BUILDINGS MASTS REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS ROOFS SCAFFOLDING SHUTTERING STRUCTURAL ELEMENTS SWIMMING OR SPLASH BATHS OR POOLS TENTS OR CANOPIES, IN GENERAL WALLS, e.g. PARTITIONS
Online-Zugang:	Volltext bestellen
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Beschreibung
Zusammenfassung:	The utility model belongs to the technical field of buildings, and relates to an assembly type node of a steel secondary beam, a cast-in-place frame beam and a steel bar truss floor support plate, which comprises a main beam, a secondary beam, a floor support plate and an assembly type structure system adopting the cast-in-place reinforced concrete frame beam, the steel secondary beam and the steel bar truss floor support plate, the frame beam and the steel bar truss floor support plate are constructed in a cast-in-place mode, the structural integrity is good, the steel secondary beam is light in dead weight, small in hoisting workload, convenient to transport and hoist, free of binding steel bars, convenient to construct, small in floor thickness and light in structural dead weight, and the problems that in the prior art, main beams and secondary beams of an assembly type reinforced concrete structure are complex in construction or complex in construction. The defects of poor integrity, poor shock resistance