Designing the organization and management of the construction of a multi-apartment residential building with a size of 42.0 m x 16.7 m

Contents

1 General part

2. Calculation of scope of work, labor intensity and duration of their execution, requirements for basic construction materials, semi-finished products, products and structures

Table 1- QoQ

Table 2 - Requirements list for main construction materials, semi-finished products, products

Table 3 - Prefabricated structure specification

3. Selection of methods of basic construction and installation works with calculation of demand for basic machinery and transport

3.1 Selection of methods of production of main construction and installation equipment, with calculation of demand for main machines and mechanisms and their feasibility study

Table 4- Work Labour and Shift Requirements List

Table 5 - Construction Machinery and Small Mechanization Requirements List by Facility

4. Calculation of initial data for construction plan design and its brief description

4.1 Calculation of requirements for temporary buildings, structures, warehouses

Table 6 - List of calculation of temporary buildings and structures

Table 7 - Storage area calculation list

4.2. Calculation of construction demand for water, electricity, compressed air

5. Calculation of the in-line method of work execution

Table 8 - Calculation of resources for performance of works on the object

6. Calculating Network Parameters

7 Site Demand Schedule

Schedule of arrival of building structures, products, materials and equipment to the object Table

Schedule of main construction machines movement by object Table

8. Measures to control and improve the quality of construction

Construction Improvement Plan Table

9. HEALTH, FIRE AND ENVIRONMENTAL MEASURES

10. TECHNICAL AND ECONOMIC INDICATORS

11 List of literature

1 General part

The course project provides for the organization of work for the construction of the third block - a section of an apartment building. Section dimensions in plan view 42x16.7m

The building is designed nine-story with a basement, and a warm attic with a flat roof .

For the relative elevation of 0.000 m, the level of the clean floor of the first floor corresponding to absolute 52.60 is taken.

The height of the floor in the light is 2.760 m, the basement is 2.200 m, the warm attic is 1.860 m.

The frame consists of monolithic columns with a section of 400x400 mm with monolithic reinforced concrete floors with a thickness of 160 mm and with bearing walls.

The foundations are accepted as deep-laid from reinforced concrete piles from 60.306 with a section of 300x300 with a monolithic reinforced concrete pile.

The external walls are three-layer: blocks of cellular concrete with a thickness of 300mm are insulated with mineral wool slabs with a thickness of 160mm and are covered with facing bricks with a thickness of 120mm with an air gap device of 40mm. The internal walls are brick made of clay brick brand M 100, on cement - sand mortar M 50.

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