Home  5  Books  5  GBEzine  5  News  5  HelpDesk  5  Register  5  GreenBuilding.co.uk
Not signed in (Sign In)

Categories



Green Building Bible, Fourth Edition
Green Building Bible, fourth edition (both books)
These two books are the perfect starting place to help you get to grips with one of the most vitally important aspects of our society - our homes and living environment.

PLEASE NOTE: A download link for Volume 1 will be sent to you by email and Volume 2 will be sent to you by post as a book.

Buy individually or both books together. Delivery is free!


powered by Surfing Waves




Vanilla 1.0.3 is a product of Lussumo. More Information: Documentation, Community Support.

Welcome to new Forum Visitors
Join the forum now and benefit from discussions with thousands of other green building fans and discounts on Green Building Press publications: Apply now.




    • CommentAuthortony
    • CommentTimeOct 25th 2016 edited
     
    What is the cheapest material to build an outside wall of a house with?
  1.  
    Are you factoring in labour?

    Cob?
    • CommentAuthordelprado
    • CommentTimeOct 26th 2016
     
    I think its probably straw bale, I am looking into this myself. Only issue is that you'd need to lime plaster it, but if the finish doesnt need to be perfect I am thinking about doing it myself
    • CommentAuthorbarney
    • CommentTimeOct 26th 2016
     
    Dense concrete block or mass concrete with recycled aggregate - will last several lifetimes

    Barney
  2.  
    Around here the cheapest is stone (actually basalt rock), collected for free and built with concrete using 0-10mm aggregate. But it depends what is available locally and how you cost time and transport.
    •  
      CommentAuthorfostertom
    • CommentTimeOct 26th 2016
     
    This cd produce several useful answers, depending on starting position. I don't mean to hijack, tony, but how about we start with:

    1. Cost to client paying ordinary conservative UK builders i.e. all materials bought, all labour and project management paid for.

    Then there's 2 variants to that -

    1a. to Building Regs standard

    1b. Eco build i.e. approaching PH standard
  3.  
    Angon a mo - is tony discussing an outside wall or (a buildings) external wall

    In my book an outside wall could be in the garden or boundary wall etc.

    If its an external wall to a building then I would modify my answer above to concrete block and EWI, because of ease of construction and the need for flat surfaces, however collected (free) stone would still be cheaper if labour was not an issue
    • CommentAuthorringi
    • CommentTimeOct 26th 2016
     
    Posted By: delpradoI think its probably straw bale,


    This puts up the cost of foundations due to the width of the wall, and also reduces the size of your rooms unless you got lots of land and new planning issues on the outside size of the building.
    •  
      CommentAuthorfostertom
    • CommentTimeOct 26th 2016
     
    14" isn't unduly thick, for any kind of modern wall. Still, you can have a wall that thick and still minimise 'footprint' (i.e excavated/concreted area) by thin block or stud structural wall inboard, with no found needed under thicker lightweight EWI outboard.
    •  
      CommentAuthordjh
    • CommentTimeOct 26th 2016
     
    'Small' bales are 18" wide (they're 14" tall) and it's usual to build with them that way unless you're actually building a timber frame house and just using the bales as insulation. By the time they have the render on they are 500 mm wide near as dam*it. But that's not all that much wider than most other constructions with similar insulation.
    •  
      CommentAuthorfostertom
    • CommentTimeOct 26th 2016
     
    You're right
    • CommentAuthorringi
    • CommentTimeOct 26th 2016
     
    How do you stop the cold bridge at the floor with bales, as I expect they need to be supported under their full width with concrete, so stopping a passive foundation being used?

    Given enough land, and being allowed enough ridge height, so I can have the “ground” floor above the level the bales start at, they could be a nice system.
    •  
      CommentAuthordjh
    • CommentTimeOct 26th 2016
     
    Posted By: ringiHow do you stop the cold bridge at the floor with bales, as I expect they need to be supported under their full width with concrete, so stopping a passive foundation being used?

    I have a bale passivhaus on a passive slab, so QED. There's no 'standard' solution. What we did was to build a passive slab with a separate ring beam - a lot like http://www.viking-house.co.uk/images/LLf.jpg The ringbeam is 260 mm wide and the EPS either side are 125 mm external and 100 mm internal. Then we built a timber ladder structure out of 4x2 that is bolted to the ringbeam and overhangs the EPS on each side to the width of the bales (470 mm). The ladder was topped with 18 mm ply and the bales rest on that. Somebody on the Navitron forum built an experimental rig that demonstrated the 18 mm ply was plenty strong and stiff enough to do the job of supporting a house. I'm embarrassed to say that I forget who! The ladder is filled with technopor foamed glass insulation.

    Given enough land, and being allowed enough ridge height, so I can have the “ground” floor above the level the bales start at, they could be a nice system.

    Ground floor above the bales? Don't understand. You want the bales above the floor so that water spilled on the floor doesn't track into the bales.
    • CommentAuthorringi
    • CommentTimeOct 26th 2016
     
    djh,

    How did you get building control to agree to it?
    Am I right to assume that the bales provided all the support to the roof and 1st floor?
    How did you cope with the bales compressing over time while keeping air tightness?
    •  
      CommentAuthordjh
    • CommentTimeOct 27th 2016
     
    Posted By: ringiHow did you get building control to agree to it?

    Engineer's signature - same as any other structural question.

    Am I right to assume that the bales provided all the support to the roof and 1st floor?

    Not quite. In an area along the south side where ground floor windows are close together they get some help from the 4x2 window framing.

    How did you cope with the bales compressing over time while keeping air tightness?

    Bales are 'precompressed' during building and don't compress much after that. The plaster skins restrict further movement; the wall is really a composite panel. Indeed I believe the engineer's calculations disregard the support from the bales and only consider the strength of the plaster skins. Given that on some houses there are gaps between the plaster and the foundation, this isn't entirely realistic! But it seems to satisfy bureaucracy.
    • CommentAuthorRoger
    • CommentTimeOct 28th 2016
     
    Cob/Clay Dabbin if you have access to sand, clay and straw. Can be two stories easily and width a couple of feet.
Add your comments

    Username Password
  • Format comments as
 
   
The Ecobuilding Buzz
Site Map    |   Home    |   View Cart    |   Pressroom   |   Business   |   Links   
Logout    

© Green Building Press