КЕРАМЗИТОБЕТОН - рецепты / пропорции /характеристики ?

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...

_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 http://www.krivda.net/books/n._m._egorov_a._a._milto_v._i._mironov-spravochnik_po_zhelezobetonnomu_sudostroeniyu_-_62._raschet_sostava_betona_83

(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.

_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

Игорь С написал : 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.

 @Игорь С, @andrewkhv, @СамарА, @psnsergey, спасибо. Получается:Керамзит 0,9 м3 умножаем на средний его вес 500 кг и получаем 450 кгПескобетон 0,35 м3 умножаем на средний его вес 2250 кг и получаем 800 кг450 + 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 ?[](data:image/jpeg;base64,/9j/4AAQSkZJRgABAQEAYABgAAD/4QAiRXhpZgAATU0AKgAAAAgAAQESAAMAAAABAAEAAAAAAAD/7AARRHVja3kAAQAEAAAARgAA/9sAQwACAQECAQECAgICAgICAgMFAwMDAwMGBAQDBQcGBwcHBgc HCAkLCQgICggHBwoNCgoLDAwMDAcJDg8NDA4LDAwM/9sAQwECAgIDAwMGAwMGDAgHCAwMDAwMDAwMDAwMDAwMDAwMDAw MDAwMDAwMDAwMDAwMDAwMDAwMDAwMDAwMDAwMDAwM/8AAEQgBJQInAwEiAAIRAQMRAf/EAB8AAAEFAQEBAQEBAAAAAAAAAAABAgMEBQYHCAkKC//EALUQAAIBAwMCBAMFBQQEAAABfQECAwAEEQUSITFBBhNRYQcic RQygZGhCCNCscEVUtHwJDNicoIJChYXGBkaJSYnKCkqNDU2Nzg 5OkNERUZHSElKU1RVVldYWVpjZGVmZ2hpanN0dXZ3eHl6g4SFh oeIiYqSk5SVlpeYmZqio6Slpqeoqaqys7S1tre4ubrCw8TFxsf IycrS09TV1tfY2drh4uPk5ebn6Onq8fLz9PX29/j5+v/EAB8BAAMBAQEBAQEBAQEAAAAAAAABAgMEBQYHCAkKC//EALURAAIBAgQEAwQHBQQEAAECdwABAgMRBAUhMQYSQVEHYXETI jKBCBRCkaGxwQkjM1LwFWJy0QoWJDThJfEXGBkaJicoKSo1Njc 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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 : @Lehandr****

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 ?


 Парни кто знает, очень нужно...

Lehandr написал :  

@Lehandr****

   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

 
@Lehandr****

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 написал : 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.

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  http://www.allbeton.ru/forum

@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

http://dom.delaysam.ru/steny/steny7.html

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

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

http://dom.delaysam.ru/steny/steny7.html

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.

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

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