Несколько дней назад всем работника

Несколько дней назад всем работникам были направлены материалы о ЧС и правила действий при

их возникновении. Надеюсь все ознакомились с этим материалом и если есть вопросы пожалуйста

можете задавать.

В этом материале были рассмотрены в основном ЧС возникающие в РТ.

Каждая ЧС, несмотря на самый точный прогноз несет в себе элемент непредсказуемости и для

правильного принятия решений в экстренней ситуации необходимо знать правила и порядок

действий при ЧС.

Сегодня мы рассмотрим правила и порядок действий при землетрясениях в офисном здании

TTGPB.

Для более полного и успешного освоения материала тренинга нам необходимо некоторые знания о

конструктивных особенностях здания, в котором мы с вами ежедневно находимся.

По особенностям пространственного расположения несущих (усиленных) элементов здания

различают бескаркасные и каркасные конструктивные схемы здания.

Здание, в котором мы с вами ежедневно выполняем свои обязанности построено по каркасной

конструктивной схеме. (пок. картину)

В зданиях каркасной системы построения, несущим остовом служит система из опирающихся на

фундамент стоек (колонн) и горизонтальных связей (ригелей), каркас здания полностью

воспринимает вертикальные и горизонтальные нагрузки. (пок. картину)

Стены между помещениями служат как ограждающие конструкции, поэтому их делают легкими,

одинаковыми из более дешевого материала.

Существуют здания с полным и неполным несущим каркасом (пок картину)

Рис. 1 - это конструкция здания с неполным каркасом – здесь ригеля располагаются горизонтально

(рис1а) или вертикально (рис 1в).

Рис. 2 - это конструкция здания с полным каркасом где ригеля предусмотрены по горизонтали и

по вертикали.

Расстояния между ригелями устанавливают 3м или 6 м, затем устанавливаются плиты перекрытия.

(пок рис)

Наше здание построено по конструктивной схеме с полным каркасом. Затем построены

ограждающий стены из более легкого материала.

Выступающие части угловых кабинетов (708, 707, 700, 701 и др.) называются консоли.

(ВОПРОСЫ ?)

Теперь у нас есть некоторые представления о конструктивных особенностях зданий, мы можем

перейти непосредственно к расположению несущих частей конструкции нашего здания по

отношению к расположению помещений каждого этажа. (пок. схему здания кот. мы составили).

Начнем с 5-го этажа, на схеме показаны расстояния расположения ригелей и колонн, по

горизонтали первый пролет - 6м, второй - 3м, затем три пролета по - 6м, еще один пролет - 3м и

последний пролет - 6м, по вертикали это три пролета по - 6м.

Расположение ригелей и колон с внутренней стороны помещений нам не видно т.к. они закрыты

отделочными материалами. Для определения месторасположения несущих элементов конструкции

из кабинета мы можем измерить расстояние 6м от оконного проема по направлению выходной

двери (по данной схеме, по вертикали), это будет зона расположения ригеля, затем мы измеряем

еще 6 м и определяем зону прохождения второго ригеля и еще раз измерив 6м мы окажемся у

оконного проема т.е. зону прохождения третьего ригеля. Теперь нам надо определить зону

прохождения ригелей по горизонтали по схеме т.е. от лифта к другому лифту также от оконного

проема, расположенного возле лифта измеряем 6м это зона первого ригеля затем 3м зона

расположения второго ригеля и три пролета по 6м это зоны расположения 3-го, 4-го, 5-го ригелей,

затем 3м зона расположения 6-го ригеля и еще 6м до оконного проема это зона расположения 7-го

ригеля.

Расположение ригелей на 6, 7 и 8 этажах одинаково и более легко ориентироваться, здесь

расположение первых ригелей по горизонтали находятся на уровне проемов первых выходных

дверей из кабинетов, а по вертикали также 6м,3м, затем три пролета по 6м, еще 3м и 6м до

оконного проема.

Проемы первых выходных дверей из кабинетов на 6, 7 и 8 этажах являются более безопасным

местом также безопасным местом являются углы помещений где находятся соединения ригелей и

колонн (пок по схеме) и сторона усиленных стен помещений.



Запрещается стоять возле окон из-за возможности получения травмы от падания осколков

разбитых стекол.

В случае оповещения об угрозе землетрясения или появления признаков его необходимо

действовать быстро, но спокойно, уверенно и без паники.

Если землетрясение началось неожиданно, и Вы находитесь на первом или втором этаже

необходимо без паники немедленно выйти на улицу, если Вы находитесь выше второго этажа

необходимо занять место (встать) в дверном или оконном проеме; как только стихнут первые

толчки землетрясения, следует быстро выйти на улицу и отойти подальше от здания в

определенное место сбора.

В случае нахождения в транспорте нельзя покидать его на ходу, нужно дождаться полной

остановки транспорта и выходить из него спокойно.

Землетрясение может длиться от нескольких мгновений до нескольких суток (периодически

повторяющимися подземными толчками). Примерная периодичность толчков и время их

возникновения, возможно, будут сообщаться по радио и другими доступными способами.

Результаты (английский) 1:

A few days ago, all employees were sent to materials about EMERGENCY SITUATIONS and action rules when they occur. Hope everyone got acquainted with this stuff and if you have any questions please can ask.In this material have been considered mostly EMERGENCY occur in Tajikistan.Each ES, despite the most accurate forecast carries an element of unpredictability and for correct decision-making in the immediate situation, it is necessary to know the rules and procedures action in EMERGENCY SITUATIONS.Today we look at rules and procedures when earthquakes in Office building TTGPB.For a more complete and successful development of the training material, we need some knowledge about structural characteristics of the building where we are every day.On characteristics of the spatial disposition of the bearing (reinforced) building elements distinguish between frameless and framed the constructive scheme of the building.The building in which we perform our duties every day built on timber frame house the constructive scheme. (Pok. picture)The buildings frame the build system, carrying the carcass provides system based on Foundation (columns) and horizontal linkages (crossbars), the frame of the building is completely perceives the vertical and horizontal load. (Pok. picture)The walls between the rooms serve as protecting designs, so make them light, the same of cheaper material.There are buildings with complete and incomplete bearing frame (poke the picture)Figure. 1-this is the design of the building with an incomplete skeleton-here crossbars arranged horizontally (ris1a) or vertically (Figure 1B).Figure. 2-this is the design of the building with a full skeleton where deadbolt provides both horizontally and vertically.The distance between crossbars establish 3 m or 6 m, then installed floor slabs. (Pok rice)Our building was built on the constructive scheme of a full frame. Then to built enclosing walls of lighter material. Overhang corner cabinets (708, 707, 700, 701, etc.) is called a console. (Questions?)Now we have some idea about the design of buildings, we can go directly to the location of the load-bearing parts of the design of our buildings relation to the location of the premises of each floor. (CSCs scheme building. we made up). Let's start with the 5-th floor, the diagram showing distances and columns, crossbars the first span horizontal-6 m, second-3, then three spans-6 m, another 3 m and span- the last span-m, on a vertical three-spans m. Location of beams and columns on the inner side of the premises we are not visible because they are closed finishing materials. To determine the location of the load-bearing structural elements of the Cabinet we can measure the distance of 6 m from a window aperture in the output the doors (under the scheme, vertical), this will be the area location of the bolt, then we measure another 6 m and define a zone passing the second crossbar and again measuring 6 m we find ourselves at window aperture i.e. zone passing the third bolt. Now we need to define the zone passing the bars horizontally according to the scheme from the elevator to the next lift also from window Aperture, located near the elevator is the first zone m measure the bolt then 3 m zone the location of the second bolt and three spans 6 m this zone 3 locations, 4th, 5th bolt then 3 m 6-th location zone deadbolt and another 6 m up to the window opening this area location 7-th deadbolt.Location of crossbars for 6, 7 and 8 floors are equally or more easy to navigate, here the location of the first horizontal crossbars are at par with the openings of the first weekend the doors of the cabinets, and vertically also 6 m, 3 m, then three spans 6 m, 3 m and 6 m more to a window aperture. First weekend openings doors of offices on 6, 7 and 8 floors are safer the place is also a safe place were premises where corners are and bolts connection columns (CSCs scheme) and reinforced side walls of premises. It is prohibited to stand near Windows because of the possibility of injury from falling splinters broken glasses.In the case of earthquake threat alert or signs, it must be act quickly but calmly, confidently and without panic. If the earthquake started suddenly, and you are on the first or second floor You must not panic immediately go outside if you are above the second floor You must take place (stand up) in a door or window opening; as soon as the first stihnut tremors, should quickly go out and step away from the building in a specific location in the collection.In the case of transport cannot be to leave it on the go, you need to wait for the full bus stops and leave quietly. An earthquake can last from a few seconds to several days (recurring repeated aftershocks). The estimated frequency of pushes and the time the outbreak may be communicated by radio and other means available.

Результаты (английский) 2:

A few days ago, all employees were sent materials on emergency actions and rules when they occur. I hope all familiar with this material, and if you have questions please can ask. In this article considered mainly emergencies arising in the Republic of Tatarstan. Each emergency, despite the most accurate forecast has an element of unpredictability for proper decision-making in an emergency, you must know the rules and the procedure for action in emergency situations. Today we look at the rules and procedures for earthquakes in the office building TTGPB. For a more complete and successful development of the training material we need some knowledge of the design features of the building where we are with you every day. The peculiarities of the spatial arrangement of the carrier (reinforced) elements of the building distinguish frameless and frame design scheme of the building. The building in which we are fulfilling our daily duties is built on frame construction scheme. (Pok. Painting) The framing system for constructing buildings, carrying backbone of the system is based on the foundation of columns (columns) and horizontal linkages (crossbars) frame of the building is completely accepts vertical and horizontal loads. (Pok. Painting) walls between the rooms serve as the building envelope, so it makes it easy, the same of a cheaper material. There is a building with complete and incomplete supporting framework (Gen. picture) Fig. 1 - is a building structure with an incomplete skeleton - are bolts placed horizontally (figure 1) or vertically (Figure 1c). Fig. 2 - a building structure with a full frame where bolts are provided horizontally and vertically. The distances between the bolts installed 3m or 6m, and then set slab. (Gen. rice) Our building is built on the design scheme with a full frame. Then built the boundary wall of the lighter material. Speakers of the corner rooms (708, 707, 700, 701, etc.) are called console. (Questions?) Now we have some idea of the construction of buildings, we can go directly to the location of the carrier parts of the structure of our building on the premises with respect to the location of each floor. (Pok. Diagram building cat. We have made). Let's start from the 5th floor, the diagram shows the distances of crossbars and columns on the first horizontal span - 6 m, the second - the 3rd, then three flights of - 6m, another flight - 3m and the last flight - 6m, vertical span of the three - 6m. Location crossbars and columns from the interior of the premises we have not seen since they closed Finishing materials. To determine the location of the bearing elements of the structure of the office, we can measure the distance of 6m from the window opening in the direction of the output door (under this scheme, vertical), it will be a zone of the location of pins, then we measure another 6 m and determine the zone of passage of the second bolt and again measuring 6m we find ourselves at the window opening that is zone of passage of the third bolt. Now we need to define a zone of passage crossbars horizontal scheme that the elevator and the elevator to another window from opening located near the elevator measuring 6m a zone first and then bolt 3m zone location of the second bolt and three flights of 6m is the location area of the 3rd, 4th, 5th crossbars, then 3m zone location 6th crossbar and another 6m up window aperture area is the location of the 7th crossbar. Location crossbars 6, 7 and 8 floors of the same and more easy to navigate, is the location of the first horizontal crossbars are at the level of the first output openings doors of the offices, and Vertical and 6m, 3m, followed by three flights of 6m, 3m and 6m more to the window opening. The openings of the first exit doors of the rooms on the 6th, 7th and 8th floor are safer place as a safe place are corners of the room where the connection crossbars and columns (Gen. scheme) and reinforced side walls of premises. Do not stand near windows because of the possibility of injury from fragments of falling broken glass. In the case of warning about the threat of an earthquake or signs of it must act quickly but calmly, confidently and without panic. If earthquake began unexpectedly, and you're on the first or second floor with no need to panic immediately go out, if you are above the second floor you must take the place of (stand) in a door or window opening; as soon abate the first tremors of the earthquake should quickly go outside and move away from the building in a certain place of collection. If you can not find the transportation to leave it on the go, you need to wait until the bus stops and leave it in peace. An earthquake can last from a few moments up to several days (periodically recurring tremors). The approximate frequency of shocks and the time of their occurrence, may be communicated by radio and other means available.

Результаты (английский) 3:

A few days ago all employees were sent materials on disaster management and the rules for the LORD they occur. I hope all have read the material and if you have any questions please lord can ask.

In this material were considered in the main emergency arising in Hg.lord each LS, in spite of the most precise forecast is in itself an element of unpredictability and for

Correct decision-making process of the ultimate situation, it is necessary to know the rules and the order of lord when LS.lord today we take a look at the rules and the order of action when earthquakes in an office building lord TTGPB.

For a more complete and successful development of training material we need some knowledge about the lord design features the building, in which we are with you every day now.

On a particular spatial location responsible (enhanced) building components can be distinguished lord metal plating and rigid design diagrams building.lord building,In which we are with you every day are fulfilling their duties built in wireframe lord constructive schematic. (POK. picture)lord wireframe buildings in the system of building, entrusted with combat professionalism serves as the system of relying on

The foundation stands (towers) and horizontal linkages (scaffolding), frame of the building is completely lord perceives vertical and horizontal load. (POK. picture)lord wall between the premises serve as guard design,Therefore, they are light, same Lord of the more low-cost material.lord there are buildings with full and incomplete carrier frame (POK picture)lord Fig.1 - The construction of the hotel with an incomplete frame - here latch bar are located horizontally Lord (fig1a) or vertically (figure 1a) .lord Fig. 2 - The construction of the hotel with a full frame where latch bar provided in the horizontal and

In the vertical direction.lord distance between Steinbach" lock (Germany)set 3m or 6 m, then installed plate overlap. Lord (POK fig)Lord our building is constructed on a constructive pattern with a full frame. Then constructed

Rock walls of a lighter material. Lord protruding part of the corner rooms (708, 707, 700, 701, etc. ) are referred to as console.

( ? )Lord now we have some of the design features buildings,We can lord to go directly to the location bearing parts design of our buildings in relation to the location lord premises each floor. (POK. building diagram. We were). Lord will start on the 5th floor,The diagram shows the distance the location and scaffolding towers, Lord horizontal the first overflight - 6m, the second - 3m, then the three were flown to - 6m, another passage - 3m and Lord the last flight - 6m, in the vertical direction that is, three were flown to - 6m.

Location scaffolding and colon from the inside of the premises we are not visible because they are closed lord finishing materials. For the location structural components are the

Of the cabinet we can measure the distance (6m from window aperture in the direction lord output door (under this scheme, in the vertical direction), this will be the area responds with the location, and then we measure

A further 6 m and define the area passing the second latch bar and once again by measuring 6m we will find ourselves at the Lord window aperture i.e. area passing the third latch bar. Now we must determine the area

The scaffolding on the horizontal diagram, i.e. from elevator to another floor of the window aperture lord, near lifts measure 6m this is the area the first latch and then 3m zone

The location the second latch bar and three were flown on 6m this zone location (3-th, 4-th and 5-th scaffolding, Lord then 3m zone location (6-th latch bar and another 6m to window aperture this is the area where 7-th lord latch bar.lord scaffolding location on 6,7 And 8 floors equally and more easy to navigate, here Lord first scaffolding location in the horizontal openings are at the level output first lord doors of their offices, and in the vertical direction as 6м,3m,Then the three were flown on 6m, 3m and 6m to Lord window aperture. Lord first output door openings of offices at 6, 7 and 8 floors are more safe

The place also safer place are the angles premises where there are connections and Lord scaffolding towers (POK on schematic) and side walls reinforced premises.



Do not stand near the windows because of the possibility of injury from tipping splinter protection lord hath divided into windows.Lord in the case of the threat alert an earthquake or the signs of the Lord must be to act quickly,But calmly, confidently, and without panic.

if an earthquake began unexpectedly, and you are on the first or second floor Lord must be without panic immediately to go out into the street, if you are above the second floor

It is necessary to take place (to stand) in a door or window opening; as soon as the first lord indeed unlikely earthquake shocks, should be quickly exit to the street and further away from the building in a certain place lord collection.

In the case of the transport sector is not to leave it on the go, you need to wait for full lord stop the transport and escape from him quietly.

Earthquake can take anywhere from a few moments to several days (Lord periodically repeated underground jerky). Approximate frequency bumps and the time of their lord of occurrence, possibly,Will be reported on the radio and other available means.