Utility Bank Receipts

Contents

Introduction

1. Architectural and construction part

1.1 General instructions

1.2 Plot Plan

1.3 Architectural and planning solution of the building

1.4 Structural solution of the building

1.5 Engineering Equipment

1.5.1 Sanitary equipment

1.5.2 Electrical devices

1.5.3 Low current devices

1.5.4 Fire fighting measures

1.6 Heat Engineering Calculation

1.6.1 Calculation of external wall fence

1.6.2 Calculation of coverage

2. Design and structural part

2.1 Design Assignment

2.2 General Instructions

2.3 Collection of column loads

2.4 Structural calculation

2.5 Selection of transverse reinforcement

3. Organizational and construction part

3.1 Job Instruction for Linoleum Floor Device

3.2 Construction Schedule

3.2.1 General instructions

3.2.2 Costing Labor Intensive Processes

3.2.3 Determination of labour and machine time costs

3.2.4 Establishment of technological sequence of construction processes execution and their interconnection in time

3.2.5 Technical and economic indicators of the schedule

3.3 Construction plan

3.3.1 Calculation of storage rooms and platforms

3.3.2 Determining the need for temporary buildings and structures

3.3.3 Calculation of Construction Water Demand

3.3.4 Power supply for construction

4. Economic part

4.1 General provision

4.2 Preparation of object estimates

4.3 Preparation of local estimates

4.4 Assessment of economy of the construction part of the diploma project

4.4.1 Definition of technical level of the project

4.4.2 Comparison of design options

4.4.3 Project cost-effectiveness indicators

5 Life Safety

5.1 Occupational Safety

5.1.1 General position

5.1.2 Safety during storage of materials and structures

5.1.3 Safety precautions during operation of machines, vehicles, equipment, mechanisms, devices and tools

5.1.4 Safety of life during erection

Works

5.1.5 Ensuring fire safety during construction of utility bank cash registers

5.2 Ecology and Environmental Protection

5.2.1 Protection and management of land resources

5.2.2 Environmental safety for the construction period

5.2.3 Restoration and improvement of the territory after the completion of the construction of the facility

Conclusions and conclusions

List of used literature

Applications

Appendix 1. Object estimate for construction of utility bank cash registers

Appendix 2. Local estimate for civil works of utility bank cash registers

Appendix 3. Summary MTO as per GOST 21.109-80 for complexes 001 construction of utility bank cash registers

Introduction

The main purpose of construction has always been the creation of the life environment necessary for the existence of a person, the nature and comfort of which was determined by the level of development of society, its culture, and the achievements of science and technology.

The purpose of construction production is the construction of buildings and structures. Currently, the use of new structures and materials is accompanied by the need to develop and use a wide range of construction technologies.

The basis of any construction technology is the construction process. For the technological design of construction processes during the construction of specific buildings and structures, or parts thereof, it is sequentially provided:

- development of technological options for construction processes implementation and adoption of the most effective option on techno-economic indicators;

- execution of the construction process in space and time;

- calculation of technological reliability of the construction process;

- documentation of the construction process;

The main areas of improving the quality of construction production include:

- introduction of computer technologies at the design stage;

- Application of new technologies;

- improving the level of comfort of buildings and structures ;

To obtain high-quality and reliable construction products, it is necessary that all construction processes are interconnected and aimed at improving construction efficiency.

Architectural and construction part

General Instructions

The construction of the utility bank's cash registers is provided for in the city of Donbass, the B-3 microdistrict on Chernikova Street.

• Natural conditions:

• Climatic construction subdistrict - III;

• Normal weight of ground snow cover - 0.84 kPa;

• Depth of seasonal ground freezing - 0.9 m;

• Estimated winter outside air temperature - minus 25 ° С;

• Normal wind pressure - 0.38 kPa;

• Terrain type considering wind pressure change - B;

• Level of responsibility of the facility - II.

• Fire resistance rating of the building - III.

The relief of the site is calm.

The construction site has the following geological conditions.

Within the depth passed by the wells (32.0 m) 6 engineering and geological elements were identified.

- soil and vegetation layer with a capacity of 0.3 - 0.7 m.

- prospecting forest loam with a capacity of 6.7-9.5 m.

- loam-free loam. Total capacity 14.3 - 16.1m.

- clays with a capacity of 4 to 5.7m.

- sands (lie below).

The hydrogeological conditions of the site are due to the development of two aquifers at depths of 8.18-9.75 m (abs. 42.59 - 42.1m) and at depths 24.5 - 27.0m (abs. 26.65 – 24:38 m).

Groundwater has a strong kraft aggression to concrete on ordinary suitcases.

The amount of subsidence from own weight reaches up to 12.8 cm.

Master Plan

The construction site of the building of the utility bank's cash registers is located in the new part of the city of Donbass, Mkr. V-3.

The site is free from development and has a calm relief. There are no green spaces.

The project provides for the removal of existing utilities located on the development site.

The master plan developed for the building of the parish cash desks is linked to the existing development and adjacent to Chernikova Street.

The General Plan complies with the optimal conditions of insolation and aeration, sanitary and fire gaps between the buildings of the utility bank's cash registers and neighboring buildings.

Transport and pedestrian services.

Transport service of the facility is provided from Chernikov Street. The system of pedestrian paths provides communication with residential and public buildings, public transport stops. The improvement of the territory provides: a parking area for cars, places for rest with the placement of small architectural forms on them.

Landscaping.

The project of landscaping of the site is made based on the presence of green planting material.

For landscaping use large-sized planting material. Sow lawns with grasses that create dernina. Plant trees with 100% replacement of loam with vegetal soil. Shrubs are planted in a common pit 0.6 m deep. The placement of the designed landings is given taking into account the laying of underground communications.

Architectural and planning solutions of the building

The building in the plan has a rectangular shape with a side size of 18 to 15 meters .

The buildings of the parish cash desks of the communal bank are two-story with a basement, the height of the basement to the bottom of the supporting structures is accepted by the project - 3.2 meters, the height of the above-ground floors from floor to floor - 3.3 meters.

The basement is operated, designed to accommodate universal premises. Rooms for psychological unloading and a medical office were designed. The basement area of ​ ​ the building is 262 meters.

On the ground floor there are the following rooms: the expedition department, the goods reception room, the lobby, workplaces of the operating room, as well as the corridor and bathroom.

On the second floor of the building there are: a department of supervisors and instructors by subscription, a wardrobe, a hall, an office of the head, an archive, a planning and economic department, a reception room and a bathroom.

Main stairs for visitors and open metal stairs as a fire exit are provided in the building of the utility bank's cash desks.

Exterior decoration of the building

- base and porch - plastering with cement mortar under the "fur coat."

The project provides for the construction around the building of a pavement 2.0 meters wide with a base of concrete of class B15, 100 mm thick with cutting by seams into sections 6.0 meters long, pavement - asphalt concrete.

The design provides for insulation of the basement walls from the outside with polystyrene foam plates (GOST1558886) with subsequent coating of the insulation with hot bitumen in three times.

Structural solution of the building

The main structural solutions of the building of the utility bank's cash registers:

Foundation.

Piling foundations are made of composite driven piles with a length of 28 m and monolithic sleeves with ties and struts.

Frame.

Structural diagram of the building - frame panel. The spatial rigidity of the building is provided in the horizontal plane - by the operation of the floor discs, as horizontal rigidity diaphragms; in vertical plane - by operation of stiffening diaphragms as vertical cantilevers.

Exterior walls.

External walls are made of wall panels with thickness of 350mm.

Interior walls.

Internal load-bearing walls are made of ceramic full-white single brick of K100/1/15 grade according to GOST 53095 on M50 solution. and from small gypsum boards.

Partitions.

Partitions are made of 75 grade silicate brick on M25 solution.

Overlaps.

Slabs - prefabricated reinforced concrete hollow slabs with dimensions 6000x1500 and 6000x1200;

Roof.

The roof is flat, attic-free, with an organized internal drain. The roof cover is rolled.

All wooden structures in contact with brickwork and concrete structures are protected from rotting by a gasket of 2 layers of toll and are impregnated with fire-retardant and bio-protective compositions "FAREIKS200." The spillway from the roof is carried out by an internal drain.

Technological solutions.

The project provides for the Soyuzpechat agency, designed to perform the following functions:

- Organization of subscriptions to newspapers, magazines, retail distribution of periodicals and non-periodicals and other publications.

- Printing orders.

- Organization of timely inspection and processing of subscription and retail printing.

- forwarding of periodicals to the attached newspaper nodes and kiosks "Soyuzpechat."

- control over printing to subscribers.

The project provides for in-line mechanized processing of all printing.

The seal to the Soyuzpechat agency comes on cars. For the reception and delivery of bags, 2 hatch windows are provided in the expedition department.

Low-current devices

The design of external communication and signaling networks is carried out in accordance with regulatory documents.

External communication and signalling networks are made by air-rack method.

Radialization - the reason for the BSA4.3 mm brand;

Telephonization - 10x2x0.4 CCI cable, with cable suspension.

Fire alarm

To prevent the possibility of fire development and to protect the premises, a fire alarm system is provided. As a receiving device, a Topaz type receiver-control concentrator with a capacity of 30 rays, which is installed in a fire station, is adopted. The concentrator is powered from 220V AC power supply, with switching to emergency power supply through KV24M rectifier. Heat detectors of IP 104 type are used as fire alarm sensors. The network of the fire alarm is carried out by a wire of TRP1h2h0.5 openly on the walls, in struts vinylbedded pipes. Magnetic contact annunciators SMK1 installed on windows and doors, aluminum foil for breaking, NB0.2 mm wire for breaking are used as alarm sensors for opening. Installation of grounding networks of OPS devices is carried out according to VSN 25.09.6885.

Fire fighting measures

Designed building corresponds to II degree of fire resistance. The project provides for evacuation exits through internal and external stairs. A staircase with natural light. The staircase is protected from corridors by door blocks. The stairwell has a direct exit through the vestibule to the outside. The external staircase from the second floor is metal .

The basement of the building has two independent exits, a stairwell and directly outside. Walls from the stairwell and corridors are finished with non-combustible materials.

All fire-fighting measures are solved in accordance with the requirements of SNiP 2.01.02.85. (Fire prevention measures) and SNiP 2.08.02.85. (Public buildings and structures).

Internal fire extinguishing is carried out on each floor from fire hydrants.

Economic part

General position

When developing design estimates, investor estimates are compiled at the request of the investor. They are intended for preliminary assessment by the customer of the cost of construction during the stages of capital investment planning, bidding and negotiations with the contractor

At the stage of preparation for the conclusion of the contract for capital construction by the contractor (or at his request by the project organization), contractor estimates are developed. They are intended to justify the contractor's proposal for the construction price.

The provisions of SNiP 1.02.01 - 85 are currently used in determining the composition and content of the estimate documentation, taking into account additional requirements that satisfy market relations .

The cost of construction as part of the estimated documentation is determined in two price levels: in the base and current. The base level of the estimated cost is used as a basis for determining the value at current prices. The current level is used to generate the contract price.

The estimated cost at the base level is determined using the 1984 estimated rates and prices. In the current level investor estimates, the construction cost is determined on the basis of the base level using a system of price indices established by price regulators. Price indices can be used as a whole for the cost of contract work, for individual types of work, for consumed resources. These indices are differentiated by region and zone.

Compilation of object estimates

Object estimates are drawn up for the object as a whole and determine the estimated cost of construction of individual buildings and structures.

Object estimates are drawn up on the basis of local estimates in form No. 3 of Annex 11 of SNiP 1.02.0185.

The cost estimate provides for construction and installation works, equipment, appliances, furniture, equipment and other costs.

Object document, on the basis of which calculations are made for construction and installation works performed between the customer and the contractor. One price level, i.e. basic or current, must be observed in the estimate.

Preparation of local estimates

Local estimates determine the estimated cost of certain types of work, structural elements of buildings and structures. The estimated cost when compiling local estimates for civil and special works consists of direct costs, overhead costs and planned savings.

Direct costs in local estimates are determined by multiplying the quantities of work accepted according to the working drawings by the corresponding price .

Overhead costs take into account the costs of construction and installation organizations related to the creation of general production conditions, its maintenance, organization and management .

Planned accumulations represent the normative profit of construction and installation organizations taken into account in the estimated cost of construction and installation works.

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