16-apartment residential building with built-in public premises in the city of Arkhangelsk

Contents

Introduction

Source Data

Purpose of the building

Construction site. Climatic conditions

Construction Master Plan

Construction site relief

Soil and hydrogeological conditions

Aggressive corrosive properties of water and soils

Providing construction with resources

Architectural and structural part

Architectural and planning solutions

Design Solutions

Heat Engineering Calculation and Design of Enclosing Structures

Wall calculation, 670 mm thick

Calculation of Attic Floor

Calculation of overlap above the technical underground

Building engineering equipment

Communication and Signaling

Power supply

Heating, hot and cold water supply

Ventilation

Noise Control Activities

Sewerage

Water outflow

Fire fighting measures

Landscaping of the construction site

Design and structural part

Source Data

Load collection

Constant Load Input

Collecting Loft Loads

Construction Site Geotechnical Conditions

Assessment of geotechnical conditions

Standard depth of seasonal freezing

Pile Foundation Calculation

Settlement calculation of pile foundation

Calculation diagram and initial data

Determining Stress in the Base

Calculation of settlement

Design and calculation of gable slings

Calculation of the space

Organization of construction production

Job Instruction for Piling Works

Scope of Application

Organization and Technology of Works

Work Schedule

Logistical resources

Standard set for carpenters link

Quality control of piling works

Safety precautions during piling

Features of piling in winter

Measures to reduce the impact of dynamic effects on

structures and underground communications

Development of work execution schedule

Preparation and evaluation of HMOs

Need for mechanisms

Mounting Crane Binding

Definition of crane impact zones

Introduction of limitations during crane operation

Calculation of standard construction duration

Design of object construction

Design of acquired warehouses

Temporary roads and traffic patterns

Temporary Space Design

Design of temporary water, power supply and sewerage

Economic part

Safety of life

Safety precautions for construction and installation

Safety Philosophy

TB for transport works

Storage Safety Requirements

materials and structures

Earthworks

TB during erection works

HW during roofing works

TB for finishing materials and glass works

TB during floor arrangement

TB during insulation works

Fire safety measures

Protection of nature and the environment

Literature

Introduction

The cessation of funding for construction by the state, the limited possibilities of municipal financing led to a change in the structure of the facilities under construction. Industrial construction has almost ceased. Housing construction continues, albeit in small volumes. The main source of financing is the money of the population as a result of individual construction.

Arkhangelsk is a city with many years of history and needs to update dilapidated and emergency housing in its central part, there was also a need not only for residential, but also in office premises, therefore this project meets the needs of the construction site, and also has two functional features, since it has not only a residential part, but also public premises.

This project "16 apartment building with built-in

public premises on ave. Novgorod in the city of Arkhangelsk. " The construction site is located in quarter No. 132 of the city of Arkhangelsk in the Lomonosov territorial district. This area complies with planning, sanitary and fire protection requirements .

The building of a 16-apartment residential building with built-in public premises has a plan size of 42.0x18.0 m and a height from the planning elevation of the ground to the roof skate of 18.00 m.

The building is four-story with a basement and a cold attic. The height of the first floor is 3,600 m, the second, third, fourth 3,300 m.

The main construction facilities include: a residential building in four above-ground floors with built-in public premises on the ground floor.

Source Data

Purpose of the building.

The building is a 16-apartment residential building with built-in public premises is four-story. Office premises are located on the ground floor, in agreement with the customer, the planned solution is of an open nature, characteristic of the modern design of office buildings. On the second - fourth floors there are residential apartments for people to live in.

Construction site. Climatic conditions.

The allotted land plot is located in the city of Arkhangelsk bounded by Pomorskaya Street, Karl Liebknecht Street, Lomonosov Avenue and Novgorod Avenue adjacent to a residential building. According to climatic conditions, the construction site of a 16-apartment residential building in the city of Arkhangelsk in accordance with SNiP 230199 "Construction climatology" belongs to the IIA district. The climate of the region is temperate continental with cold long winters and relatively warm short summers. The average monthly temperature in the year ranges from -4 to 14 ° C in January and from + 8 to + 12 ° C in July .

Design outside air temperature of the coldest five-day period as per SNiP 230199 "Construction climatology" with coverage of 92% 31 ° С. The average outside air temperature of the coldest days according to SNiP 230199 with coverage of 92% - -36 ° С. The heating period is 251 days.

According to SNiP 2.01.0785 * "Loads and Impacts":

- design weight of snow cover - 240 kg/m2 (2.4 kPa) for the snow area IVG;

- standard wind speed - 30 kg/m2 (0.3 kPa) for the III wind area.

Plot plans of the construction site.

A 16-apartment residential building is located from the north-east of a residential nearby ten-story panel house. On the west side of the designed house there is a playground and parking lot, on the southeast - a two-story wooden residential building. The public facade of the residential building is located on the northeastern side, residential - southwestern. To ensure the connection of the designed house with Novgorodsky Avenue, a pavement with asphalt pavement is provided .

Areas free from development and roads are landscaped by the installation of lawns and the planting of trees and shrubs of local species. Park benches are arranged in the courtyard of the house.

For the location of the building and structures on the general plan, see sheet 1 of the diploma project .

Relief of the construction site.

The survey site is located at the intersection of Karl Liebknecht Street and Novgorod Avenue. Engineering and geological surveys were carried out by ArkhTISIZ in 1989 at the stage of the working project in order to establish a geological and geological structure, determine the physical and mechanical properties sufficient for designing on a pile foundation, determine the level of groundwater and its forecast. The relief of the site is flat, with absolute elevations of 7.237.60 m in the Baltic altitude system. There are single trees and shrubs. The layout elevation is accepted 8.01 m.

Soil and hydrogeological conditions.

The planned high-altitude breakdown and binding of the wells was carried out in the local coordinate system and the Baltic altitude system.

Hydrogeological conditions of the site are characterized by the presence of one aquifer confined to bulk soils and peats of swamp sediments and groundwater confined to sands of dusty marine interglacial sediments.

1. The underground waters of the first aquifer are opened at a depth of 0.4 0.9 m, at an absolute elevation of 6.83-6.61 m. Loams serve as a water stop. Feeding is carried out due to infiltration of atmospheric precipitation. In the autumn-spring periods of the year, it is possible to increase the water level to marks close to the surface of the earth.

According to the results of chemical analyses of the waters of the first aquifer, transparent, light-yellow, rotten odor, fresh and slightly saline, rigid and very rigid, neutral, hydrocarbonate sodium magnesium and hydrocarbonate chloride sodium-calcium.

2. Underground waters confined to dusty sands of marine interglacial sediments are opened at a depth of 11.012.6 m, at an absolute elevation of minus 3.46 - minus 5.09 m. Solid loams serve as a water stop. The water is pressurized. The value from the observed head reaches 7.3 m.

According to the results of chemical analyses, groundwater is clear, yellowish, odorless, slightly salty, soft, slightly alkaline, hydrocarbonate sodium.