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#5291417

Доброго времени суток всем.

Очень нужны подробности: веса, прочности, пропорций керамзитобетона. Кто знает помогите разобраться.

Что имеем:

1. Виды керамзитобетона: Теплоизоляционный / Конструкционный / Конструкционно-теплоизоляционный

2. Марки керамзитобетона: М50 / М100 / М150 / М200 / М250

3. Вес керамзитобетона 1 м3: 

    Теплоизоляционный керамзитобетон - от 300 и до 900 кг/м3 (прочность на сжатие до 10 кг/см2)

    Конструкционный керамзитобетон - до 1700 кг/м3 (прочность на сжатие до 400 кг/см2)

    Конструкционно-теплоизоляционный - от 700 и до 1400 кг/м3

Производитель керамзитобетона пояснил что состав 1 м3 керамзитобетона:

1. Пескобетон М 150 - 0,6 м3

2. Керамзит - 0,4 м3

Вес 1 м3 - 1700 кг

Вопросы:

1. Где тут облегчение? (Вес 1 м3 песка - 1700 кг)

2. Какая минимально допустимая  прочность черновой стяжки (40 см) под плитку ?

3. Нормальна ли прочность на сжатие (до 10 кг/см2) для данной стяжки (40 см) ?

4. Какие пропорции теплоизоляционного керамзитобетона ?

5. Какой допустимый минимум песка в керамзитобетоне ?

6. Что будет если исключить песок в керамзитобетоне для стяжки ?

Очень нужно подобрать пропорции ЛЁГКОГО керамзитобетона для стяжки - 40 см по старой и неизвестной плите перекрытия в санузле сталинки.

Спасибо.

Лучше сорок раз по разу, чем ни разу сорок раз... )))

@Резон, спасибоKnauf UBO - На площадь 4,76 м2 - насчитал что: Нужно 1042 кг сухой смеси (42 мешка) - Это 15 000 руб. и раз в 10 дороже керамзита...Вопросы:**1. Плотность (в сухом состоянии) ~ 600 кг/м3 - это после высыхания стяжки или в состоянии сухой смеси в мешках ?2. Прочность при сжатии > 1,0 МПа - как перевести в кг/м3 для сравнения с керамзитобетоном ?3. Вес готовой стяжки** - ???

 

Lehandr написал :
@Резон, спасибо
Knauf UBO - На площадь 4,76 м2 - насчитал что: Нужно 1042 кг сухой смеси (42 мешка) - Это 15 000 руб. и раз в 10 дороже керамзита...
Вопросы:
1. Плотность (в сухом состоянии) ~ 600 кг/м3 - это после высыхания стяжки или в состоянии сухой смеси в мешках ?
2. Прочность при сжатии > 1,0 МПа - как перевести в кг/м3 для сравнения с керамзитобетоном ?
3. Вес готовой стяжки - ???

 Не не так, я только обозначил направление в котором посмотреть...Убо не делается на всю толщину, 5-10 см сверху будет обычная стяжка...

По вопросам:

  1. после высыхания будет 600 кг/м3

  2.  Наверное все таки на см 2   ....  1 МПА = 10 кг/см2 

  3. 40 см убо = 1142 кг. + 10см обычной стяжки = 761кг итого 1903 кг.

Вопросы: 

  • что является основанием и что находится под ним?

  • что будет в помещении? 

Предложения: 

С целью удешевления делать замес самостоятельно с шариками полистирола или использовать листовой пеноплазд плотность 35 (думаю можно и меньше). Предварительно я бы выровлял по минимуму плоскость, затем пеноплазд...

По облегченным стяжкам рекомендую на форуме Тарлева и задать ему вопросы по их устройству...

Лучше сорок раз по разу, чем ни разу сорок раз... )))

А что мешает в качестве утепления (раз уж сверху все равно стяжку обычную делаем) использовать крупнопористый керамзитобетон? По аббревиатуре КПКБ можно найти кучу инфы. Делается элементарно

Здравствуйте @Lehandr, .

Немного не успел сразу ответить.

Вот покопался:

Получается можно изготовить плиту с малой плотностью.

У меня сосед с 4 этажа примерно так же делал в санузле 2х2,5 м. толщиной около 25 см. Керамзит фр.10-20 замешивал в цементном молоке  (без песка) миксером, выбирал керамзит чем то типа дуршлага и укладывал на перекрытия с боковой опалубкой( примыкает только одна стена).

Верхний слой -  армированная стяжка керамзит-песок-цемент.  Говорит, что перегородки ставил на эту плиту. Делал полтора года назад, со стяжкой вроде все нормально, но ремонт у него еще не закончен.

В ближайшее дни постараюсь уточнить у него подробности технологии.

Мне нравится вариант с пустотами типа 

их просто формировать вставкой из ППС-35, армирование из нескольких слоев сетки 100х100х3 между вставками, вставки убирать не нужно, сверху - армированная стяжка керамзит-песок-цемент с выравниванием под укладку плитки. У такой плиты нижний слой будет работать на растяжение, верхний - на сжатие.

Засыпка нижней части  шлаком, керамзитом, вермикулитом без скрепления гранул - со временем просядет, стяжка с плиткой треснет (когда в 1988 году вселялся - плитку уже порвало). Да и народ жалуется на проседание пола по сухой технологии типа Кнауф. А уж если вода попадет.

Да и как на нее ставить перегородки - те кто советуют не задумываются.

Вот мне нужно сделать капремонт ванной туалета кухни коридора, по площади это треть квартиры а по сложности и стоимости - две трети.

 

написал :

Цитата

@Резон****[

](/forums/obshij/t235852-keramzitobeton-recepty-proporcii-harakteristiki/?p=5291476#post5291476)
Убо не делается на всю толщину, 5-10 см сверху будет обычная стяжка...

 Да, если по УБО, то сразу будет (армированная сеткой) стяжка пескобетоном сантиметров 5, потом плитка или наливной пол (эпоксидный или как то так) 

написал :

 Ну это нормально... ещё бы керамзитобетон подобрать с таким параметром... 

написал :

  1.  Наверное все таки на см 2   ....  1 МПА = 10 кг/см2

 И с таким параметром... 

написал :

  • что является основанием и что находится под ним?
  • что будет в помещении?

Основание (на фото) - плита (рельса, думаю Р 45, залита раствором, щебня не видел, толщиной - 10 - 11 см)В помещении будет раздельно, туалет и ванная. Стены из профтрубы 50 х 50 обшиты ГВЛК потом плитка. 

написал :
С целью удешевления делать замес самостоятельно с шариками полистирола или использовать листовой пеноплазд плотность 35 (думаю можно и меньше). Предварительно я бы выровлял по минимуму плоскость, затем пеноплазд...

По облегченным стяжкам рекомендую на форуме Тарлева и задать ему вопросы по их устройству...

 @Резон спасибо за направления, но вот, что с керамзитобетоном, что с пенополистиролом, нужны рецепты (пропорции) и характеристики эти рецептов (вес, прочность). Я думаю здесь что керамзитобетон ,что пенополистирол, если подобрать рецепт, не сильно будут отличаться... хотя конечно интересно разобраться на молекулярном уровне [

]()

Кто знает, или как рассчитать прочность на сжатие и вес:1. Керамзита в чистом цементном молоке2. Керамзита - 0,9 м3 с пескобетоном 0,1 м33. Керамзита - 0,8 м3 с пескобетоном 0,2 м34. Керамзита - 0,7 м3 с пескобетоном 0,3 м35. Керамзита - 0,6 м3 с пескобетоном 0,4 м36. Керамзита - 0,5 м3 с пескобетоном 0,5 м3

 

Да я тоже выбрал бы это
вариант, но тут у нас в данном варианте мы отливаем три силовые
продольные перемычки которые опираются - не известно на что, то есть вся
нагрузка всего что сверху опирается в месте контакта этих перемычек на
плиту под этими перемычками, а что там за плита... может там её слабое
место в этих местах...Это если заливать непрерывно (но слоями) так:1 слой (по всей площади помещения): 5-10 см армированной стяжки.2 слой (по периметру и с пустотами в середине помещения, как на рисунке): 20-30 см керамзитобетона.3 слой (по всей площади помещения): 5-10  см армированной стяжки.Всё это заливается монолитом, в пустотах вставки из ППС-35[](data:image/jpeg;base64,/9j/4AAQSkZJRgABAQEAYABgAAD/4QAiRXhpZgAATU0AKgAAAAgAAQESAAMAAAABAAEAAAAAAAD/2wBDAAIBAQIBAQICAgICAgICAwUDAwMDAwYEBAMFBwYHBwcGBw cICQsJCAgKCAcHCg0KCgsMDAwMBwkODw0MDgsMDAz/2wBDAQICAgMDAwYDAwYMCAcIDAwMDAwMDAwMDAwMDAwMDAwMDA wMDAwMDAwMDAwMDAwMDAwMDAwMDAwMDAwMDAwMDAz/wAARCAElAicDASIAAhEBAxEB/8QAHgABAAAGAwEAAAAAAAAAAAAAAAIDBAUHCAYJCgH/xABREAACAQMDAgMFBQUFBQUFBgcBAgMABBEFEiEGMQcTQQgJIl FhFCMycYE4d5GhtQoVFkLBJDNSsdEXNENi8RhytOHwJTVWY3aS ZnSCg5SipP/EABUBAQEAAAAAAAAAAAAAAAAAAAAB/8QAFhEBAQEAAAAAAAAAAAAAAAAAAAER/9oADAMBAAIRAxEAPwDv8pSlApSlApSlApSlApSlApSlApSlApS lApSlApSlApSlApSlApSlApSlApSlApSlApSlApSlApSlApSlA 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 Заливать - нет укладывать с легким уплотнением, как описал Константин Тимошенко в  слой** - вряд ли так поможет. Если изготавливать плиту отдельно, дать полностью застыть цементу а потом укладывать в имеющийся проем, то будет жесткая плита, а в нашем случае, пока укладываешь, от веса керамзита перекрытие немного прогибается и плита получится прогнутой. Думаю сплошной слой только утяжелит без эффекта жесткости. Я бы его исключил.

2 слой -

Высота от перекрытия до армированной стяжки, поперечную перемычку  лучше ставить в месте монтажа перегородки В-Т. 

По моим подсчетам плотность влажной укладываемой  смеси - 0,65 -0,75, при прочности на сжатие застывшей смеси 10 кГ/ см2  и суммарной площади всех перемычек к примеру 10 000 см2 - 10Т, наверное более чем, хватило бы и 1Т .

Хотя эту конструкцию лучше прочертить основательней.

У меня высота засыпки 0,135 м, площадь В-Т 5,5м2 , предварительно вычертил 

Вставки уменьшают вес засыпки на 1/3 - 220 кг.

3 слой.

Думаю 5 см.

В прошлом году заливал на даче пол в душе на ЭППС - 5 см очень даже, правда с щебнем, с добавкой пластификатора-ускорителя и трамбовал ногами, потом ровнял правилом по маякам.

Ну еще подумаю.

Еще вопрос, через сколько дней можно ставить перегородки на край такой плиты, 28 по норме.

Ну об этом чуть позже.

Регистрация: 02.05.2011 Хабаровск Сообщений: 10751

А почему все зациклились на керамзитобетоне и не рассматривается вариант плавающей стяжки на слое пенопласта нужной толщины? 

Здравствуйте  @andrewkhv

  1. В принципе да. Тогда нужно применять ЭППС, который стоит в 2,5 раза дороже керамзита и цемента.

  2. На керамзитовую плиту можно после набора прочности ставить перегородки, а на что их еще ставить, на прогибающееся перекрытие?

Вы хоть у кого то встречали, что бы перегородки весом более 200-300 кг стояли на краю плавающей стяжки?

А иначе необходимо изготавливать жесткую раму, как то ее крепить к чему то, возводить перегородки и между ними делать такой пирог.

Поделитесь, это сильно упростит задачу.

  1. Как со временем себя поведет подложка из ЭППС толщиной 400 мм если к примеру на одном краю будет стоять ванна а на другом работать стиральная машина? Бетон ведь тоже под постоянной нагрузкой прогибается. Что станет с гидроизоляцией стыка пол-стена?

Я не против такой подложки, но никто не приводил результатов эксплуатации 3-5 лет из жизни,  натуриспытания на себе что то не хочется.

Извините - убрал дубль 

 

Lehandr написал :
Кто знает, или как рассчитать прочность на сжатие и вес:
1.
Керамзита в чистом цементном молоке
2. Керамзита - 0,9 м3 с пескобетоном 0,1 м3
3. Керамзита - 0,8 м3 с пескобетоном 0,2 м3
4. Керамзита - 0,7 м3 с пескобетоном 0,3 м3
5. Керамзита - 0,6 м3 с пескобетоном 0,4 м3
6. Керамзита - 0,5 м3 с пескобетоном 0,5 м3

 
Прочность - не подскажу, а вот вес - элементарно!

Плотность пескобетона составляет 2100-2400 кг/м. куб. В среднем - около 2250 кг.

Плотность насыпная керамзита - может быть разная, в зависимости от производлителя. Самый легкий - Рязанский: порядка 250 кг/м.куб. А так есть (большинство) - от 400 до 650 кг/м.куб.

Только вот, из керамзита с пескобетоном в тех соотношениях, что указаны у вас куб смеси вы никак не получите. 

по крайней мере для п.п. 2-4  будет примерно 0,9; 0,8 и 0,82 куба. Для п.п. 5 и 6 объем (навскидку) получится примерно 0,85 куба и 0,87 куба.

Просто напросто часть пескобетона уйдет на заполнение пространства между керамзитинами. А это примерно 25-30% от общего объёма керамзита.

В дополнение: так, для общего представления, например при 0,9 м. куб. керамзита, для получения 1 куба смеси (полностью наполненной, без пустот), понадобится примерно 0,35 м. куб. пескобетона.

Регистрация: 03.12.2005 Владивосток Сообщений: 7673

Не понял - с чего бы в стяжке был нужен ЭППС? Туда ПСБ-С 25 более чем достаточно. ЭППС это удел подземного и "подводного" (100% влажности и капиллярный подсос, типа инверсионной кровли, утепления отмосток и цоколей, грунта под фундаментами и т.п.) строительства. А он стоит не дороже керамзита с цементом и арматурой, а весит много меньше, и его укладка много дешевле и безопаснее по нагрузке на плиты и стены.А по прогибанию под стенами - я так понял, бетонная плита уже есть...

Регистрация: 02.05.2011 Хабаровск Сообщений: 10751

_1. В принципе да. Тогда нужно применять ЭППС, который стоит в 2,5 раза дороже керамзита и цемента._Не знаю как у вас, у меня 1куб керамзита стоит  3300р, ЭППС  4500р, цемент м400 305руб/мешок. Пенопласт 35кг/куб - не знаю, не интересовался - думаю, что дешевле ЭППС. _2. На керамзитовую плиту можно после набора прочности ставить перегородки, а на что их еще ставить, на прогибающееся перекрытие?_

Сделайте основание под стены в виде ленточного "фундамента" из кирпича или поставьте опалубку и сделайте из керамзитобетона. остальное пространство заполнить пенопластом и сделать по нему стяжку. и овцы сыты,  и волков отстреливать не надо

 

Lehandr написал :
Кто знает, или как рассчитать прочность на сжатие и вес:
1.
Керамзита в чистом цементном молоке
2. Керамзита - 0,9 м3 с пескобетоном 0,1 м3
3. Керамзита - 0,8 м3 с пескобетоном 0,2 м3
4. Керамзита - 0,7 м3 с пескобетоном 0,3 м3
5. Керамзита - 0,6 м3 с пескобетоном 0,4 м3
6. Керамзита - 0,5 м3 с пескобетоном 0,5 м3

Вот официальная научная методика подбора состава, если интересует 

(с уклоном в судостроение, но не суть...)

 Усредненные пропорции легкого бетона Ц:П:К = 1:2:5.

На практике (при отсутствии лаборатории....) замешивают Ц+П 1:2 +вода и для получения наиболее облегченного бетона всыпают керамзит (по необходимости и воды) до тех пор, пока не перестанет покрываться раствором. Без песка раствор не "смачивает" керамзит.

В Вашем случае не критична и сухая засыпка керамзита с уплотнением под стяжку.

Регистрация: 02.05.2011 Хабаровск Сообщений: 10751

_В Вашем случае не критична и сухая засыпка керамзита с уплотнением под стяжку._Полагаю, что засыпка такого количества (40см) критична и в более новом доме с крепким перекрытием

 

Lehandr написал :
Кто знает, или как рассчитать прочность на сжатие и вес:
1.
Керамзита в чистом цементном молоке
2. Керамзита - 0,9 м3 с пескобетоном 0,1 м3
3. Керамзита - 0,8 м3 с пескобетоном 0,2 м3
4. Керамзита - 0,7 м3 с пескобетоном 0,3 м3
5. Керамзита - 0,6 м3 с пескобетоном 0,4 м3
6. Керамзита - 0,5 м3 с пескобетоном 0,5 м3

 

написал :

Цитата

@Lehandr****[

](/forums/obshij/t235852-keramzitobeton-recepty-proporcii-harakteristiki/?p=5293637#post5293637)

Получается:
Керамзит 0,9 м3 умножаем на средний его вес 500 кг и получаем 450 кг
Пескобетон 0,35 м3 умножаем на средний его вес 2250 кг и получаем 800 кг
450 + 800 = 1250 кг весит 1 м3 нашего керамзитобетона. Не такой и легкий...

Кто знает как узнать прочность на сжатие данного керамзитобетона и данного раствора с меньшим содержанием песка для расчета изготовления такой армированной конструкции ?

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 Парни кто знает, очень нужно...

 

Lehandr написал :
 

Цитата

@Lehandr****[

](/forums/obshij/t235852-keramzitobeton-recepty-proporcii-harakteristiki/?p=5292571#post5292571)

   Кто знает, или как рассчитать **прочность на сжатие и вес:  

1. Керамзита в чистом цементном молоке
2. Керамзита - 0,9 м3 с пескобетоном 0,1 м3
3. Керамзита - 0,8 м3 с пескобетоном 0,2 м3
4. Керамзита - 0,7 м3 с пескобетоном 0,3 м3
5. Керамзита - 0,6 м3 с пескобетоном 0,4 м3
6.** Керамзита - 0,5 м3 с пескобетоном 0,5 м3

 

Цитата

@Lehandr****[

](/forums/obshij/t235852-keramzitobeton-recepty-proporcii-harakteristiki/?p=5293637#post5293637)

Получается:
Керамзит 0,9 м3 умножаем на средний его вес 500 кг и получаем 450 кг
Пескобетон 0,35 м3 умножаем на средний его вес 2250 кг и получаем 800 кг
450 + 800 = 1250 кг весит 1 м3 нашего керамзитобетона. Не такой и легкий...

Кто знает как узнать прочность на сжатие данного керамзитобетона и данного раствора с меньшим содержанием песка для расчета изготовления такой армированной конструкции ?

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 Парни кто знает, очень нужно...

 Узнать прочность можно только раздавив прессом контрольный образец! Херо/хиромантией не занимаюсь.

Меньше песка - больше пор - арматура не связана с бетоном, не работает, а гниет.

Я давал ссыль на методику подбора состава. Состав подбирается под конкретную марку прочности. Марка устанавливается в соответствии с прочностью на сжатие. На прочность влияет каждый компанент как свойствами, так и количеством (особо вода). Меньше воды - ниже В/Ц - выше прчность. +пластификатор - "-"вода. Прочность/марка керамзита. Подбор гранул нужных размеров, марка цемента и т.д. Все эти знания без лаборатории пустой звон. Без песка керамзит плохо связывается цементным молоком. Все индивидуально.

Керамзит по-любому легче песка и мусора, который вы сняли. 

СамарА  спасибо за ссылку, пытаюсь понять там что к чему.Игорь С спасибо, а от куда это взято ?

Игорь С :
В дополнение: так, для общего представления, например при 0,9 м.
куб. керамзита, для получения 1 куба смеси (полностью наполненной, без
пустот), понадобится примерно 0,35 м. куб. пескобетона.

Регистрация: 02.05.2011 Хабаровск Сообщений: 10751

 

Lehandr написал :
Игорь С спасибо, а от куда это взято ?

 полагаю - из какого-нибудь справочника по бетонам, где указаны стандартные рецептуры в виде массы/объема компонентов на 1 куб.м. готового бетона

с 

@Игорь С

Был я там, единственная из близких - тема по пористому керамзитобетону, да и то их больше интересует теплопроводность и технология промышленного изготовления.

У ТС да и у меня несколько другой вопрос. Меня больше заинтересовал опыт Константина Тимошенко

Вроде не нашел в его технологии каких либо косяков, однако для себя не вижу возможности воспользоваться бетономешалкой

Регистрация: 02.05.2011 Хабаровск Сообщений: 10751

Микитович написал :
@Игорь С

Был я там, единственная из близких - тема по пористому керамзитобетону, да и то их больше интересует теплопроводность и технология промышленного изготовления.

У ТС да и у меня несколько другой вопрос. Меня больше заинтересовал опыт Константина Тимошенко

Вроде не нашел в его технологии каких либо косяков, однако для себя не вижу возможности воспользоваться бетономешалкой

 Там вся "технология" - один большой косяк. Начиная от идеи "пористого керамзитобетона" и заканчивая отсутствием песка в его так называемом "бетоне". А "испытание" блока нагрузкой из 150 кирпичей (макс. 200кг весом) на неизвестно какую площадь "дощечки" - это вообще курам на смех. 

 

andrewkhv написал :
   

 Там вся "технология" - один большой косяк. Начиная от идеи "пористого керамзитобетона" и заканчивая отсутствием песка в его так называемом "бетоне". А "испытание" блока нагрузкой из 150 кирпичей (макс. 200кг весом) на неизвестно какую площадь "дощечки" - это вообще курам на смех. 

 И почему? КПКБ - вполне себе рабочая технология, правда, если только хорошо и тщательно штукатурить с 2-х сторон стену. Иначе сквозняки гарантированы.

А блоки из такого бетона - вполне себе проходят и ГОСТовские испытания.

Регистрация: 02.05.2011 Хабаровск Сообщений: 10751

Что-то терзают смутные сомнения, что на эту "технологию" есть госты. 

Регистрация: 02.05.2011 Хабаровск Сообщений: 10751

Что-то терзают смутные сомнения, что на эту "технологию" есть госты.