House Constuction [Merged]

[maxpedition]

How do I fix this kaya? Post no. 1 is already done with dowel in place, but I want to push the wall to the other side. Post no, 2 has yet to be built. How can I attach a chb wall to post no. 1 without dowel? The space in front is cramped at 1.2m, thus pushing the wall back would give me another 30 cm. Thanks!


https://i.postimg.cc/7hkPPkdH/No-dowel.png

You can try chipping out stirrup where you can hook up your dowel. Normal concrete cover for column is only 40-50mm.

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[papi smith]

Hindi kaya humina Ang poste sir max? I saw sa internet, they drill dowels, sa Hilti site ata

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[maxpedition]

Pwede naman yung sa hilti gaya ng sinbi ni travs pero yung sakin dun ka lng nmn sa stirrups kakapit. As long na hindi mo naman chipping yung inner core ng column mo. Ano po pala sir ang size ng column mo?

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[papi smith]

30x30 ang stirrups at 40x40 ang with concrete cover, medyo napalaki ata Sir Max for a 2 storey house with 85 sqm area per floor?

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[maxpedition]

30x30 ang stirrups at 40x40 ang with concrete cover, medyo napalaki ata Sir Max for a 2 storey house with 85 sqm area per floor?

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Distance between column sir?

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[papi smith]

around 3 meters sir....

https://i.postimg.cc/DZKkvpGn/Posts.png

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[maxpedition]

around 3 meters sir....

https://i.postimg.cc/DZKkvpGn/Posts.png

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Haha malaki nga sir [emoji16] anyway wala naman namamatay sa ovetdesign masakit lang sa bulsa [emoji5][emoji5] You can chip off were you can hook up your dowel on column and it will no affect the integrity of your column [emoji106]

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[papi smith]

Haha malaki nga sir [emoji16] anyway wala naman namamatay sa ovetdesign masakit lang sa bulsa [emoji5][emoji5] You can chip off were you can hook up your dowel on column and it will no affect the integrity of your column [emoji106]

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Salamat Sir Max

[papi smith]

I wonder how long exposed rebars underground will rust enough to do damage to footings and columns. There was an instance that I saw a misplaced dowel for tie beam, where it was not needed so I had it covered with concrete. Now I'm paranoid that there may be others that have just been buried without my knowledge.

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[maxpedition]

I wonder how long exposed rebars underground will rust enough to do damage to footings and columns. There was an instance that I saw a misplaced dowel for tie beam, where it was not needed so I had it covered with concrete. Now I'm paranoid that there may be others that have just been buried without my knowledge.

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Dowel alone will not rust and compromise your footings and columns. If your contractor follow proper procedure and structural specifications, there no reason for concern.

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