Construction drawing of reinforced concrete frame structure reinforcement joint layer

Including: general description of structural design, foundation layout plan, foundation details, ground beam plan, column reinforcement drawing of each floor, beam reinforcement drawing of each floor, slab reinforcement drawing of each floor, stair structure drawing, etc.

Supplementary description: this project is the construction drawing of the four storey frame structure plant structure. The design service life of the structure is 50, and the safety level of the building structure is Level II. The basic earthquake intensity is 6 degrees.

This data is the construction drawing of a 5-storey reinforced concrete frame structure dormitory building in a certain place, including the roof plan, the plan of the second to fifth floors, the plan of the first floor, and the sectional drawing. The content is detailed and can be used for reference.

Building function: office height Category: multi-storey building Number of floors above ground: 4 Drawing depth: construction drawing Design service life of civil building: 50 years Structure form: reinforced concrete structure Reinforced concrete structure: frame foundation form: independent foundation Structure safety level: Grade II Foundation design level: Grade C Seismic fortification intensity: Grade 6 Seismic wind pressure: 0.35kN/m2 Number of drawings: 9 Zhang Design Time: 2012 Content Introduction

There are 9 drawings in total, including general description of structural design, foundation layout plan, foundation detail, column positioning drawing, foundation beam reinforcement layout, beam reinforcement layout, slab reinforcement layout, roof layer beam reinforcement layout, roof layer slab reinforcement layout, no access roof beam and slab reinforcement layout, building detail, stair reinforcement detail.

Building function: office height Category: multi-storey building Number of floors above ground: 4 Drawing depth: construction drawing Design service life of civil building: 50 years Structure form: reinforced concrete structure Reinforced concrete structure: frame foundation form: pile foundation Structure safety level: Grade II Foundation design level: Grade C Seismic fortification intensity: Grade 7 Seismic wind pressure: 0.85kN/m2 Number of drawings: 20 Zhang Content Introduction

The structure of the project is zero floor underground, four floors above the ground, the indoor and outdoor height difference is 150mm, and the building height (outdoor ground to roof ridge top) is 17.940m.

There are 20 drawings in total, including general description of structural design, pile location, foundation layout plan, column plane method construction drawing, floor formwork reinforcement drawing, floor beam reinforcement drawing, roof formwork reinforcement drawing, roof beam reinforcement drawing, stair details, outdoor steps, ramp details.

Building function: office height Category: single storey building Number of floors above ground: 1 floor Drawing depth: construction drawing Design service life of civil building: 50 years Structure form: reinforced concrete structure Reinforced concrete structure: frame foundation form: independent foundation Structure safety level: Grade II Foundation design level: Grade C Wind pressure: 0.30kN/m2 Number of drawings: 6 Design time: 2007 Brief content Intermediate

There are 6 drawings in total, including general description of structural design, foundation layout plan, column layout plan, first floor layout plan, beam leveling construction drawing, roof floor layout plan, beam leveling construction drawing.

[Bachelor] Graduation design of a 9-storey reinforced concrete frame structure This design is: [Bachelor] A 9-storey reinforced concrete frame structure calculation book project is a 9-storey reinforced concrete frame structure system, covering an area of about 960.96 m2, with a total building area of about 8811.84 m2; The floor height is 3.6m, and the plane size is 18.3m × 52.0m. The pile foundation is adopted, the indoor floor is ± 0.000m, and the outdoor and indoor elevation difference is 0.6m. Frame beams, columns, floors and roof slabs are cast-in-situ. Basic wind load W= 0.35kN/㎡； The basic snow load is 0.2 kN/㎡. Seismic fortification intensity: 7, including: 1. Calculation sheet: 1. Introduction 2. Structural design 3 The conclusion is 91 pages in total. 2. Drawings: 8 drawings in total, including foundation layout plan, foundation detail, frame reinforcement drawing, beam column section detail, structural layout plan of standard floor, floor panel reinforcement detail, roof panel reinforcement detail, stair reinforcement detail.