Научная статья на тему 'BUILDING SPACE STIFFNESS ENSURING'

BUILDING SPACE STIFFNESS ENSURING Текст научной статьи по специальности «Строительство и архитектура»

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Ключевые слова
CONSISTENCY / RECESSION / SPACE STIFFNESS / FRAME BUILDING / WIREFRAME / HALF-FRAME BUILDING

Аннотация научной статьи по строительству и архитектуре, автор научной работы — Vakkasov Khayrullo Sayfullahanovich, Qayumov Dilshod Abdug'Ofur O'G'Li, Abilqosimova Mukharram Hamidovna, Nasibjonov Shavkatjon Shuhrat O'G'Li

Space stiffness certain elements of the building and its power to maintain its shape when the initial impact, elements of the building and its external force to be sufficiently resistant to the effects.

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Текст научной работы на тему «BUILDING SPACE STIFFNESS ENSURING»

ПРЕДСТАВЛЕНИЕ НАУЧНОЙ РАБОТЫ

BUILDING SPACE STIFFNESS ENSURING

Vakkasov Khayrullo Sayfullahanovich, Qayumov Dilshod Abdug 'ofur o 'g 'li, Abilqosimova Mukharram Hamidovna, Nasibjonov Shavkatjon Shuhrat o 'g'li Namangan engineering construction institute, Namangan city, Uzbekistan

E-mail: hayrullo. vaqqasov@gmail. com

Abstract. Space stiffness certain elements of the building and its power to maintain its shape when the initial impact, elements of the building and its external • force to be sufficiently resistant to the effects

Key words: consistency, the recession, space stiffness, frame building, wireframe, half-frame building.

Which will power the entire building and its impact on some of the elements must have the following characteristics:

- Consistency - elements of the building and its external force (load) to be sufficiently resistant to the effects;

- The recession - horizontal forces and resistance to erosion;

- Space stiffness certain elements of the building and its power to maintain its shape when the initial impact.

The stability of the building and the space between the constructive elements of the sturgeon, carefully accumulation of nodes depends on the strength of the connections, and so on.

Frame building space stiffness consists of the following:

- Exposed to the inner walls, including those connected to the outer wall of the longitudinal walls of the staircase cells;

- Linking the walls and floors are separated by between floors roof height of the building as possible.

Wireframe buildings inside the walls, and from time to time inside the vertical and horizontal load can change the spatial cells in the abdomen. Frame structure and stable enough space stiffness.

Frame building space stiffness provided as follows:

- One-storey buildings with variable geometry system to work together to create

ВЕСТНИК НАУКИ И ТВОРЧЕСТВА

cross-Rama;

- Multi-storey buildings remain attached to the system, make sure that the geometry columns, beams, and from time to time to work together;

- The pillars of the carcass between the vertical walls of the or Stiffness;

- The walls of the elevator and staircase cells mines attach the carcass construction;

Between floors from time to time (between columns) stiffness plates;

- A stitch between the frame elements and nodes firmly attach to each other. Half-frame buildings, spatial columns are attached to the inner side of the wall,

the sturgeon between floors time to close up.

References:

1. Mavlonov R.A., Ergasheva N.E. Strengthening reinforced concrete members // Символ науки. - 2015. - № 3. - С. 22-24.

2. Mavlonov R.A., Vakkasov Kh.S. Influence of wind loading // Символ науки. -2015,-№6.-С. 36-38.

3. Хакимов Ш.А., Мартазаев А.Ш., Ваккасов Х.С. Расчет грунтовых плотин методом конечных элементов // Материалы сборника международной НПК «Наука и образование: проблемы и перспективы». 24 февраль 2016 г. - С. 109111. г Уфа, Россия.

4. Ризаев Б.Ш., Мавлонов Р.А., Мартазаев Ш.А. Физико-механические свойства бетона в условиях сухого жаркого климата. МНПК от 24 апреля 2015 г. - С. 3133. г Уфа, Россия.

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