A modular foundation system is provided which comprises a base structure defining a cabling void, and a raising frame element connected or connectable to an upper portion of the base structure, the raising frame comprising an adapter coupling. An electric-vehicle-charger adapter plate is then provided having a cabling aperture therethrough. The electric-vehicle-charger adapter plate is releasably engagable with the adapter coupling to provide a foundation for an electric vehicle charger once installed. A blanking cover releasably engagable with the adapter covering is also provided, the electric-vehicle charger adapter plate and blanking cover being selectably interchangeable.

The present invention relates to a control method in a system comprising a server unit having computer means, communication means and a first data base, said first data base including positioning data and a plurality of work orders, wherein said work orders are related to said positioning data; and a sawing machine having computer means and communication means, and being arranged for sawing trenches in an area; said method comprising the steps of: transmitting, by said server unit, a first data flow A comprising a first work order to said sawing machine; and controlling said sawing machine by means of said first work order. Furthermore, the invention also relates to a system thereof.

The present invention relates to a control method in a system comprising a server unit having computer means, communication means and a first data base, said first data base including positioning data and a plurality of work orders, wherein said work orders are related to said positioning data; and a sawing machine having computer means and communication means, and being arranged for sawing trenches in an area; said method comprising the steps of: transmitting, by said server unit, a first data flow A comprising a first work order to said sawing machine; and controlling said sawing machine by means of said first work order. Furthermore, the invention also relates to a system thereof.

A concrete form system includes an outer form composed of a structural foam material and a protective skin material. The protective skin material is in contact with the structural foam material and may be chemically bonded such as by crosslinking with the structural foam material. Each of the structural foam material and protective skin material may include a polymeric material. The protective skin material forms an exposed outer surface of the outer form, obviating any need for additional protection from the elements or to be applied during the construction process. The outer form thermally insulates around the periphery of a poured concrete slab, and can be coupled with an inner form, each of the outer form and inner form being assembled in a predetermined relationship and sized so as to control the vertical elevation and thickness of a concrete slab and a foundation stem wall cast between the inner and outer forms. The concrete form system can be pre-assembled in accordance with appropriate dimensions in a workshop in preparation for pouring a concrete slab on a remote job site.

A concrete form system includes an outer form composed of a structural foam material and a protective skin material. The protective skin material is in contact with the structural foam material and may be chemically bonded such as by crosslinking with the structural foam material. Each of the structural foam material and protective skin material may include a polymeric material. The protective skin material forms an exposed outer surface of the outer form, obviating any need for additional protection from the elements or to be applied during the construction process. The outer form thermally insulates around the periphery of a poured concrete slab, and can be coupled with an inner form, each of the outer form and inner form being assembled in a predetermined relationship and sized so as to control the vertical elevation and thickness of a concrete slab and a foundation stem wall cast between the inner and outer forms. The concrete form system can be pre-assembled in accordance with appropriate dimensions in a workshop in preparation for pouring a concrete slab on a remote job site.

A method for placing at least one duct/communication cable below a road surface in an area. The area comprises a first layer and a second layer, the first layer being a road layer, such as asphalt or concrete, and the second layer being a bearing layer for the first layer and being located below the first layer. The method comprising the steps of cutting a micro trench in the area through the first layer into the second layer, placing at least one duct/communication cable in the micro trench so that that duct/communication cable is placed below the first layer, and filling the micro trench so as to restore the road surface.

A method for placing at least one duct/communication cable below a road surface in an area. The area comprises a first layer and a second layer, the first layer being a road layer, such as asphalt or concrete, and the second layer being a bearing layer for the first layer and being located below the first layer. The method comprising the steps of cutting a micro trench in the area through the first layer into the second layer, placing at least one duct/communication cable in the micro trench so that that duct/communication cable is placed below the first layer, and filling the micro trench so as to restore the road surface.

The present invention relates to a method for placing at least one duct/communication cable below a road surface in an area, said area comprising a first layer (L1 and a second layer (L2), said first layer (L1) being a road layer, such as asphalt or concrete, and said second layer (L2) being a bearing layer for said first layer (L1) and being located below said first layer (L1), said method comprising the steps of: cutting a micro trench in said area through said first layer (L1) into said second layer (L2); placing at least one duct/communication cable in said micro trench so that said at least one duct/communication cable is placed below said first layer (L1); and filling said micro trench so as to restore said road surface.

A system for forming ventilated crawl spaces or interspaces or elevated platforms which comprise dome-shaped formwork elements supported on supporting tubes; the ventilated crawl space or interspace or elevated platform comprises first, second and third interconnection elements, which communicate with a lower end of the supporting tubes, which are adapted to form a channeled receptacle, which rests on a foundation or surface, for reinforcements; such channeled receptacle is adapted to receive a concrete casting to form a connecting beam between the supporting tubes.

A system for forming ventilated crawl spaces or interspaces or elevated platforms which comprise dome-shaped formwork elements supported on supporting tubes; the ventilated crawl space or interspace or elevated platform comprises first, second and third interconnection elements, which communicate with a lower end of the supporting tubes, which are adapted to form a channeled receptacle, which rests on a foundation or surface, for reinforcements; such channeled receptacle is adapted to receive a concrete casting to form a connecting beam between the supporting tubes.