Difference between revisions of "Ferrocement"

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One significant potential problem with Ferrocement in the marine environment is [https://en.m.wikipedia.org/wiki/Spall#Salt_spalling spalling] due to corrosion, which is almost impossible to prevent in the long term, as concrete is porous and inevitably penetrated by seawater over time. This problem can be mitigated by making the cement thicker, using coatings, or using reinforcements that are more resistant to corrosion. However, all of these slow the progress, not eliminate it. Only by replacing the reinforcement with completely inert substances like Basalt or Glass fiber can this problem be eliminated.
 
One significant potential problem with Ferrocement in the marine environment is [https://en.m.wikipedia.org/wiki/Spall#Salt_spalling spalling] due to corrosion, which is almost impossible to prevent in the long term, as concrete is porous and inevitably penetrated by seawater over time. This problem can be mitigated by making the cement thicker, using coatings, or using reinforcements that are more resistant to corrosion. However, all of these slow the progress, not eliminate it. Only by replacing the reinforcement with completely inert substances like Basalt or Glass fiber can this problem be eliminated.
  
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''[https://buildcivil.wordpress.com/2014/05/07/ferrocement/ There are basically three types of methods of ferrocement. They are following]''
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[https://buildcivil.wordpress.com/2014/05/07/ferrocement/ Three types of methods of ferrocement:]
  
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  ''Armature system: In this method the skeleton steel is welded to the desired shape on either of sides of which are tied several layers of stretched meshes. This is strong enough, so that mortar can be filled in by pressing for one side and temporarily supporting from the other side. Filling in of mortar can also be administered by pressing in the mortar from both the sides. In this method the skeletal steel (bars) are at centre of the section and as such they add to the dead weight of without any contribution to strength.''
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==Armature system:==
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  ''In this method the skeleton steel is welded to the desired shape on either of sides of which are tied several layers of stretched meshes. This is strong enough, so that mortar can be filled in by pressing for one side and temporarily supporting from the other side. Filling in of mortar can also be administered by pressing in the mortar from both the sides. In this method the skeletal steel (bars) are at centre of the section and as such they add to the dead weight of without any contribution to strength.''
  
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''Closed mould systems: Several layers of meshes are tied together against the surface of the mould which holds them in position while mortar is being filled in. The mould may be removed after curing or may remain in position as a permanent part of a finished structure. If the mould is to be removed for reuse, releasing agent must be used.''
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==Closed mould systems:==
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''Several layers of meshes are tied together against the surface of the mould which holds them in position while mortar is being filled in. The mould may be removed after curing or may remain in position as a permanent part of a finished structure. If the mould is to be removed for reuse, releasing agent must be used.''
  
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''Integrated mould system: Using minimum reinforcement any integral mould is first to be considered to act as a framework. On this mould layers of meshes are fixed on either side and plastering is done onto them from both sides. As the name suggests, the mould remains permanently as an integral part of the finished structure. (e.g. double T-sections for flooring, roofing etc.) Precaution should be taken to have firm connection between the mould and the layers filled in later, so that finished product as a whole integral structural unit.''
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==Integrated mould system:==
 +
''Using minimum reinforcement any integral mould is first to be considered to act as a framework. On this mould layers of meshes are fixed on either side and plastering is done onto them from both sides. As the name suggests, the mould remains permanently as an integral part of the finished structure. (e.g. double T-sections for flooring, roofing etc.) Precaution should be taken to have firm connection between the mould and the layers filled in later, so that finished product as a whole integral structural unit.''
  
 
{{Ferrocement Boats}}
 
{{Ferrocement Boats}}

Revision as of 23:26, 2 August 2017

Ferrocement on Wikipedia

Ferrocement or ferro-cement (also called thin-shell concrete or ferro-concrete) is a system of reinforced mortar or plaster (lime or cement, sand and water) applied over layer of metal mesh, woven expanded-metal or metal-fibers and closely spaced thin steel rods such as rebar. The metal commonly used is iron or some type of steel. It is used to construct relatively thin, hard, strong surfaces and structures in many shapes such as hulls for boats, shell roofs, and water tanks. Ferrocement originated in the 1840s in France and is the origin of reinforced concrete. It has a wide range of other uses including sculpture and prefabricated building components. The term "ferrocement" has been applied by extension to other composite materials, including some containing no cement and no ferrous material.

Advanced concrete mixes like Ductal or Geopolymer might make ferrocement work better.

One significant potential problem with Ferrocement in the marine environment is spalling due to corrosion, which is almost impossible to prevent in the long term, as concrete is porous and inevitably penetrated by seawater over time. This problem can be mitigated by making the cement thicker, using coatings, or using reinforcements that are more resistant to corrosion. However, all of these slow the progress, not eliminate it. Only by replacing the reinforcement with completely inert substances like Basalt or Glass fiber can this problem be eliminated.

Three types of methods of ferrocement:

Armature system:

In this method the skeleton steel is welded to the desired shape on either of sides of which are tied several layers of stretched meshes. This is strong enough, so that mortar can be filled in by pressing for one side and temporarily supporting from the other side. Filling in of mortar can also be administered by pressing in the mortar from both the sides. In this method the skeletal steel (bars) are at centre of the section and as such they add to the dead weight of without any contribution to strength.

Closed mould systems:

Several layers of meshes are tied together against the surface of the mould which holds them in position while mortar is being filled in. The mould may be removed after curing or may remain in position as a permanent part of a finished structure. If the mould is to be removed for reuse, releasing agent must be used.

Integrated mould system:

Using minimum reinforcement any integral mould is first to be considered to act as a framework. On this mould layers of meshes are fixed on either side and plastering is done onto them from both sides. As the name suggests, the mould remains permanently as an integral part of the finished structure. (e.g. double T-sections for flooring, roofing etc.) Precaution should be taken to have firm connection between the mould and the layers filled in later, so that finished product as a whole integral structural unit.

Ferrocement Boat Construction

Traditional Ferrocement construction may benefit from a rebar replacement material made from basslt fibers:

See Also:

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