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FOUNDATION Meeting 2 Study Program: S0673 / Building Construction II Period: 2007.

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Presentation on theme: "FOUNDATION Meeting 2 Study Program: S0673 / Building Construction II Period: 2007."— Presentation transcript:

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2 FOUNDATION Meeting 2 Study Program: S0673 / Building Construction II Period: 2007

3 Bina Nusantara Foundation is the part of functioning building support entire weight of building and going on it to the ground under. Kinds of and foundation construction type depended building type above him. Besides depended building type, condition of ground where building founded, also become factor determining used construction type. Greater the burden, also greater the energy support needed to ground. FOUNDATION 3

4 Bina Nusantara Condition of ground marginally can be grouped in to 2 type: 1. Ground type have the character of “ STABLELY” 2. Ground type have the character of “ LABILELY” or unstable Ground have to stabilize, if the ground do not experience of the change in dry season and also rain season. such here is movement to the top, downwards and aside even if. Ground had to unstable or labile, if very monstrous its change between rain season and summer. 4

5 Bina Nusantara When met by labile ground, its better to repair of its ground before executed. The example for shallow foundation, ground repaired by wearing bamboo pile or wood then added by sand coat so that more stable. Stability an foundation is also influenced by is thick of hard geology of it and also the condition of its coat represent flat or heel. 5

6 Bina Nusantara Which the including shallow foundation type for example : Local foundation Band foundation / continuing. Upon which for shallow foundation, is usually weared by materials from : Stone couple. Reinforced concrete or is spineless. Wood of Dolken or iron wood. Shallow Foundation 6

7 Bina Nusantara Special condition if used by this foundation type is : a.Building above it have to be strong and sturdy to wind. b.Foundation have to come into minimum ground 1/3 height. c.Above foundation have to give by sloof of wood or concrete closed. d.Between foundation and sloof have to each other related so that become one strong unity. 7 Local Foundation

8 Representative of local foundation : Bina Nusantara 8

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10 Is referred as band foundation because this foundation continue and direct under wall, whether there is door or not. This foundation type now still or used inveterate especially for the high rise building and simple housing. Band foundation can be made by using red brick, stone multiply and reinforced concrete. Foundation Band. 10

11 Bina Nusantara Band foundation of red brick couple : This foundation seldom be used except for simple building and wide usually undercarriage foundation of it made in such rule so that width 2-3 thick times its wall. Stone foundation : This foundation of energy support it will be more be compared to big of brick foundation. Is upon which used by stone multiply and glued informed against sand and cement with comparison of max 1pc : 5pc. At its underside is given minimum sand 10 cm. To unfavorable ground, under foundation couple and above sand given by empty stone couple or without glue, but its gap filled by sand and compacted. 11

12 Foundation Continue. Bina Nusantara 12

13 Bina Nusantara 13

14 Well Foundation Well foundation is precise used at unfavorable ground and hard geology of it reside in at deepness more than 3 m. Well diameter usually between 0.80-1.00 m and there is possibility in its one diameter building differ, this enabled because each column differ its burden. This Well foundation is made from anaesthetizing entered concrete into ground and into anaesthetizing the concrete mixture input with mixture. 1 pc : 2 ps : 4 kr plus 40 – 50% stone split. Bina Nusantara 14

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