] 钢筋砼工程工程量的计算(一)-砼（Calculation of the amount of Reinforced Concrete Engineering (1) - concrete）.doc

] 钢筋砼工程工程量的计算(一)-砼（Calculation of the amount of Reinforced Concrete Engineering (1) - concrete） List item setting and description 1, reinforced concrete project consists of seventeen parts including 69 projects, the cast-in-place concrete member 8 section (must have), precast concrete member 6 sections (commonly used in Item 3, columns and hollow plate, trench cover), 4 reinforced concrete structures, 8 projects (4 key projects, 001 ~ 004), bolt, iron (commonly used in project 1, embedded iron). Job description: 2, reinforced concrete engineering including concrete, steel bar, template (items in the project measures), prefabricated units should also include component transportation, installation and other work base slurry pouring. Compiled a list of items, cast-in-place concrete and precast concrete components according to different names were built cast-in-place concrete should be included and maintenance of concrete production, transportation, pouring. Precast concrete shall also include the transport, erection, lining and filling of components. No member by the name of reinforced cast-in-place concrete and precast concrete reinforced bars are out of specification. Two, relevant concepts and calculation provisions 1, a few nouns: 1) cast-in-place concrete beam Foundation beam: refers to the ends of beam resting on the column (beam is placed in the soil, there is no bottom template no matter) Beam: brick wall set along the beam, construction without bottom template, to perform beam fixed beam. Beam and frame beam (beam, cantilever beam, beam etc.) (rectangular and irregular): Construction of bottom formwork and supporting. 2) cast-in-place concrete slab There are beams and slabs: the cast-in-place slab has cast in place beams, and the beams and slabs (including main, secondary beams and slabs) are calculated according to the sum of the volume of the beams and slabs. Flat slab: cast-in-place slab without cast-in-place beam but column plate and column were calculated