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Architectural and design solution house




Volume-planning decisions house

General of plan

For the construction mechanical shop machine factory

reserved land area of 4098.25 square meters = 0.41 ha

When designing the master plan took into account the requirements СНиП II- 89-80* «General of Plans of industrial enterprises." For traffic taken one band, in some cases, two-lane road coverage. Coverage provided asphalt. Between the buildings and structures are provided gaps based sanitary and fire regulations stipulated in the СНиП II- 89-80* Around the buildings and facilities provided for asphalt blind area. Greening provided along footpaths and road transport. At the company posted system utilities. To ensure due process and overall process, production requirements into account when placing buildings.

 
            5.06010101-ПЗ-АБ Page  
               
Змін Кільк Арк Док. Підпис Дата  
2.1. Economic indicators technician to master plan Table 2.1.
№ з/п Name one. measuremen Calculation
1. The total area Fтер= а х b м2 219,5*180,5=39619.75
2. Building area buildings and structures Fбуд.= ∑ Fбуд. м2 3942+1800+2592+2160+2160+360+42=13056
3. Area roads, paths, pavements Fдор. = ∑ Fдор. м2 -
4. Paved surface area Fасф. = ∑ Fасф. м2 39619.75-14105,9-13056=12457,85
5. Area greening Fозел. = Fтер - Fбуд - Fдор м2 14105,9
6. Factor greening К озел. = Fозел./ Fтер х100% % 14105,9/39619.75*100%=35,6
7. Density residential development Щзаб= Fбуд/ Fтер х 100% % 13056/39619.75*100%=32,9
8. The utilization of the territory К тер.=(Fбуд + Fдор+ Fасф)/ Fтер х100% % (13056+12457,85)/ 39619.75*100%=64,397

 

Volume - planning and building design solution developed to meet the requirements of SNIP 09.02-85 * 2. " industrial buildings," as well as the organization of basic technological process that occurs in the body. Overall scheme and parameters taken into account building GOST 23838-89 "of the building enterprises. Options »

The body has a rectangular plan with the parties to the axes of 48,5m.

The building is mounted with 3 spans the width of 18; 18; 12m.

Step columns on the outside row of 6 m, the inner 12 m.

Case Height 9.6; 7.2.

Administrative building of the size of 12h36 13 axially adjusted later.

Binding columns to coordination stakeout axes entered "0". The columns in the main series shifted to the end wall 500 mm inside the shop stakeout coordination of cross-axes.

 
            5.06010101-ПЗ-АБ Page  
               
Змін Кільк Арк Док. Підпис Дата  
3.1. Economic indicators technician volume-planning decision Table 3.1.
№ з/п Name one. measuremen Calculation
1. Building area house Fзабуд м2 49*72,5=3552,5
2. Living space Fкор м2 1296+1296+882=3474
3. Working area Fроб м2 1296+1296+882=3474
4. Building volume Vзаг м3 (18*72,5*9,6)+(18,5*72,5*9,6)+ +(12*72,5*7,2)=31668

The building, projected, used construction diagram of a complete skeleton, which is made of precast concrete elements in the transverse direction of the building is a 3-span frame. Columns are rigidly fixed with the base and top are interconnected main elements of coverage. The strength, stability and rigidity of the building is provided by a combination of rigid structural elements together.




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