Building Drawings

Contents

1 INTRODUCTION

2 DESCRIPTION OF THE GENERAL PLAN OF THE INDUSTRIAL ENTERPRISE

3 ARCHITECTURAL AND CONSTRUCTION SECTION

3.1 SPACE PLANNING SOLUTION

3.2 PROCESS SUMMARY

3.3 ENGINEERING EQUIPMENT

3.4 ARCHITECTURAL AND STRUCTURAL SOLUTION

3.5 HEAT ENGINEERING CALCULATION OF OUTER PANEL WALL

3.6 HEAT ENGINEERING CALCULATION OF COMBINED COATING

3.7 CALCULATION OF FOUNDATION DEPTH

4 DESIGN SECTION. CALCULATION OF REINFORCED CONCRETE CROSS FRAME

4.1 PURPOSE AND OBJECTIVES AND COMPOSITION OF THE PROJECT

4.2 DESIGN BASIS

4.3 CROSS FRAME ARRANGEMENT

4.4 DETERMINATION OF FRAME LOADS

4.5 DETERMINATION OF FORCES IN FRAME COLUMNS

4.6 CALCULATION OF STRENGTH OF TWO-BRANCH COLUMN OF MIDDLE ROW

4.7 CALCULATION OF EXTREME ROW COLUMN

4.8 FOUNDATION CALCULATION FOR MIDDLE TWO-RUN COLUMN

4.9 CALCULATION OF RAFTER TRUSS

5 SECTION OF CONSTRUCTION PROCESS TECHNOLOGY

5.1 ZERO CYCLE OPERATION

5.2 JOB INSTRUCTION FOR CONSTRUCTION OF MONOLITHIC FOUNDATIONS

5.3 WORK ON ERECTION OF THE ABOVE-GROUND PART OF THE BUILDING. JOB INSTRUCTION FOR INSTALLATION WORKS

6 CONSTRUCTION SAFETY PRECAUTIONS

6.1 EARTHWORKS

6.2 CONCRETE WORKS

6.3 INSTALLATION WORKS

6.4 ROOFING WORKS

6.5 GLASS WORKS

6.6 PAINTING WORKS

6.7 FLOOR ARRANGEMENT

6.8 FIRE-FIGHTING MEASURES

6.9 OPERATION OF PROCESS TOOLING AND TOOL

6.10 LOADING AND UNLOADING

7 ORGANIZATION OF WORKS ON CONSTRUCTION SITE. STROYGENPAN

7.1 CALCULATION OF AREAS OF TEMPORARY BUILDINGS

7.2 CALCULATION OF WAREHOUSES AND SITES

7.3 CALCULATION OF CONSTRUCTION DEMAND FOR WATER

7.4 CALCULATION OF CONSTRUCTION DEMAND FOR ELECTRIC POWER

7.5 POWER SUPPLY, TELEPHONY, CONSTRUCTION RADIALIZATION

7.6 CALCULATION OF TEMPORARY HEAT SUPPLY

7.7 SUPPLY OF CONSTRUCTION WITH COMPRESSED AIR

8 ECONOMIC PART OF THE PROJECT

8.1 LOCAL ESTIMATE NO. 1 FOR CIVIL WORKS

8.2 LOCAL ESTIMATE NO. 2 FOR SANITARY WORKS

8.3 LOCAL ESTIMATE NO. 3 FOR ELECTRICAL WORKS

8.4 LOCAL ESTIMATE NO. 4 FOR LOW CURRENT

8.5 OBJECT ESTIMATE

8.6 CONSTRUCTION COST ESTIMATE SUMMARY

8.7 ESTIMATED CALCULATIONS

9 LIST OF LITERATURE

1 introduction

This work is performed on the basis of the assignment issued for diploma design. The purpose of the diploma project is to develop a project for a production building in order to consolidate the knowledge gained during the training period at the Department of Architecture and Construction in the specialty "Industrial and Civil Engineering," as well as to obtain practical skills in construction design.

3.2 Process Summary

The basis for the design of the assembly shop is its production program, on the basis of which the process of assembling the product is developed.

The designed workshop for the production of mini-tractors involves working on the supply of the main components of the plant interchange units, which supply such units and units as:

engine;

electrical equipment;

transmission units and parts;

assemblies, undercarriage parts;

stamped body parts, frames, cabins, etc.

The designed workshop involves the following premises (with the number of people working on each site 35... 40 people):

domestic premises;

office space;

support services;

production areas.

The composition of the domestic premises includes dressing rooms (it is assumed that there is also a room for eating), washes, showers, latrines.

The office premises include rooms for administrative and technical personnel (shop manager, craftsmen, technologists, OTC controllers).

Auxiliary services (areas) arranged in the workshop on site, in places required by production technology:

technical control areas;

intermediate warehouses of units and parts;

Auxiliary material warehouse

tooling and distribution storeroom;

workshop of workshop mechanics.

The workshop assumes a movable in-line assembly of the product (when the product moves from one workplace to another).

Production areas are areas of the workshop where the main technological process for the manufacture of mini-tractors is implemented.

The main production areas are located in the following sequence:

turning-locating section;

welding section;

painting area;

mechanical-assembly section.

Lathe-locksmith section

It includes the necessary metal cutting and locksmith equipment.

The following types of works are performed in this area:

manufactured parts not included in cooperative deliveries from factory interchanges;

processing of stamping, casting, blacksmithing semi-finished products;

thermal and galvanic treatment of parts made in this area;

inspection acceptance of parts.

Welding area

In this area, equipped with the necessary welding installations, all welding work is carried out on the frame, cab and other units requiring welding, and then control acceptance of welding work performed in this area.

Painting area

Parts and assemblies are supplied to painting section from turning-locksmith section and from welding section.

The site includes places of preparation of parts for painting (washing, cleaning), painting posts (special equipment is equipped. ventilation), equipment for drying parts after painting.

Mechanical-assembly section

Assembly works are the final stage in the production process. The quality of assembly works significantly affects the operational quality of the machine, its reliability and durability. The volume of assembly work on average is 2030% of the total labor input for the product, and sometimes more - up to 50%.

Mechanical-assembly section includes:

intermediate warehouses of units and parts, where picking is performed in accordance with the production program of finished products release;

assembly conveyor arranged in compliance with process of step-by-step assembly.

The final operation of the assembly conveyor is a stand for stationary rolling of assembled products (mini-tractors).

3.3 Engineering Equipment

3.3.1 Water supply - domestic drinking water, fire fighting. Head at water column inlet 23 m. Water flow rate in accordance with standards (by number of flow points).

3.3.2 Sewerage - household - from the places of consumption of household water. Drainage - to local sewerage networks. Production - from painting chambers - through special. sump and filters into the common sewage system.

3.3.3 Heating - central, water from a boiler house located on the territory of an industrial enterprise. Coolant - water with para-meters

950-700С. Transport gates are equipped with air and heat curtains (warm air is supplied through heaters to distributors - air ducts).

3.3.4 Ventilation - natural and artificial. Natural - two-per-span ventilation shafts and umbrella fans in floor slabs. Artificial - plenum-exhaust common with the device of the ventilation chamber and the system of air ducts.

3.3.5 Hot water supply - according to the closed scheme, it is made in domestic premises (showers, washers, shells). The source of hot water supply was also a boiler house located on the territory of the enterprise.

3.3.6 Lighting - general lighting, lighting of each workplace individually, lighting of domestic premises is carried out naturally (through windows in external walls and lights on the coating), as well as artificially - from the AC power network with a voltage of 220 V supplied through the transformer substation.

3.3.7 Power supply - from low-voltage power grids of 220/380 V voltage to ensure operation of process equipment - welding, metal cutting, painting, drying, etc. Electrical mains shall be arranged in accordance with the rules of electrical installations (PES).

3.3.8 Weak currents - from telephony networks and GRTS.

3.4 Architectural and structural solution

The designed building is framed (railway frame). The adopted design scheme ensures strength, rigidity and stability at the erection stage and during operation under the action of all design forces and loads, which is confirmed by the calculation.

Frame of one-story opening. building consists of transverse frames formed by columns resting on glass-type foundations, bearing structures of covering - rafters and longitudinal elements of crane beams, coating plates and links.

The main structural elements are:

glass-type foundations for single-branch (extreme row) and two-branch (middle row), made in monolithic form directly on the construction site. Concrete class B 12.5. The depth of the foundations is 2.25 m, selected from the conditions of seasonal freezing of the soil. The top of the foundation is 150 mm lower than the clean floor of the workshop.

The foundation is designed two-stage - the height of the steps is 300 mm, with an elongated sub-column reinforced by a spatial frame and a lower stage reinforced by a double grid. Foundations are installed for preparation with thickness of 20 mm from cement mortar;

columns of extreme rows - single-branch rectangular section (800x500 - crane part, 600x500 - crane part) with consoles for installation of crane beams. The depth of sealing into the foundation is 1200 mm;

columns of middle rows - through two-branch, branch width

250 mm (1600x500 - crane part, 900x500 - crane part) with con-salts. The depth of sealing into the foundation is 1200 mm;

framing columns - installed 12 m between the main columns of the frame, in their own foundations, serve for the installation of hinged wall panels with a section of 400x400. The depth of sealing into the foundation is 650 mm;

The lower part of all columns contacting the foundation is hydroisolated: covered with 3 layers of ruberoid on bitumen mastic.

vertical links - provide rigidity and stability. Since the building is divided into two temperature units of 54 m in the middle of each, portal connections (vertical) are arranged. Communications are carried out from corners 63х63х8 and welded on embedded parts of columns;

crane beams - steel beams with a height of 1.25 m. They are attached to the column by welding and anchor bolts to the embedded parts of the column console. Rail attachment to crane beam is movable by means of clamps and clamping legs after 750 mm. At the ends of the crane tracks, steel limiters are installed - stops equipped with shock absorbers-buffers made of wooden bar;

load-bearing structures - segment trusses with span

30 m, with prestressed reinforcement Fixing trusses on column support tables with bolts and welding. Horizontal connections are made in each temperature unit along lower and upper girders belt. Are carried out from corners 63х63х8 and are welded on embedded parts of farms;

coating design - 3x12 ribbed plate bearing elements, 450 mm high, pre-stressed. Welded to trusses through embedded parts, seams between slabs are poured with cement sand mortar. Access to the coating is performed by vertical external metal ladder. In general, the coating consists of the following elements: the roof itself is rolled, consists of one layer of gravel buried in mastic, three layers of rotten-resistant ruberoid on bitumen mastic, then cement sand bracing, insulation - foam concrete plates, vapor insulation - one layer of ruberoid on bitumen mastic. In places of temperature joints additional layers of water insulation carpet are laid. Along the perimeter of the coating there is a fence made of rolled metal with a height of 1.2 m;

drainage from the coating - internal organized, collecting and discharging water to the storm sewer. During the coating arrangement, a slope is arranged towards the water intake funnels (there are three along the length of the building in its middle part and three on external longitudinal sides);

light-aeration lamps of rectangular cross-section are arranged in middle parts of each span. The canopy structure is a reinforced concrete frame, consists of transverse canopy trusses and posts carrying canopy cover plates. Side plates are placed in plane of canopy posts. The width of the canopy is 12 m. The coupling of the bearing elements of the transverse frames of the canopy is carried out on mounting bolts with subsequent welding of steel embedded parts. External water discharge from the lights to the main water intake funnels;

walls - wall panels measuring 1.2x6x0.3 m and 1.8x6x0.3 m are hinged, made of ceramic concrete. Welded to embedded elements of columns. The bottom of the first panel is aligned with the floor elevation;

floors - because the building is baseless, the floors are arranged according to concrete preparation with a thickness of 30 mm, the thickness of the asphalt concrete floor itself is 25 mm; in bathrooms and shower floors tiled from ceramic tiles on cement sand mortar with thickness of 15 mm; in ITR rooms and domestic premises - linoleum on mastic;

partitions - baffling (not reaching the top) partitions 3 m high are arranged between the sections. The partitions are panel, frame-shield structure, with a metal frame and gypsum concrete or fibrolite shields. Walls of domestic premises, bathrooms and rooms of ITR are made brick 250 mm thick to rest floor slabs on them, arranged with a foundation (FBS), the height of these rooms is 2.8 m;

doors - in domestic rooms, bathrooms and rooms of ITR wooden single-floor rooms with a size of 2, 1x1 m 2, 1x0.9 m;

windows - glass glazing, is performed along the entire building. The structure for filling window openings is made of metal rolling profiles. Window bindings are deaf.

gate - in the amount of 6 (one each in longitudinal walls and two each in end facades), measuring 3.6x4.2 m, bipartite, ploughed, sheet of gate metal, binding is made of metal profiles. Doors for people to pass are arranged in the canvases of the gate. To avoid heat loss, the gate is equipped with air heat curtains;

interior decoration - in the premises of wall finishing workshops is not provided, in domestic and ITR rooms - plaster and surface alignment, and then lining with wallpaper, in bathrooms and showers - ceramic tiles on mastic. Window bindings and door webs - painting with oil paints in two times according to the primer layer;

external finishing - painting of the spacers between the tape glazing with weatherproof paints according to the levelling layer of the trestle;

internal structures and stairs - to create the necessary conditions for operation and repair of process equipment, process maintenance platforms are arranged at the ends of the building. They are accessed from service vertical stairs. Said structures are made of metal rolling profiles and are attached to construction structures and floor.