A METHOD FOR CREATING AN INFRASTRUCTURE
FIELD OF THE INVENTION
The present invention relates to a method for creating an
infrastructure, especially useful for construction projects requiring large
amounts of filler material (e.g. building roadways, erosion barriers, sea
walls, and the like). More specifically, the method relates to an
infrastructure construction method wherein compressed blocks of refuse
are created, reinforced, arranged with a predetermined spacing upon a
cast concrete floor (or upon a plurality of spacing elements which allow
for the flow of molten concrete under said blocks), within an external
mold of a predetermined shape and dimension, and molten concrete is
poured into said mold and infrastructure.
BACKGROUND OF THE INVENTION
The problem of the disposal of solid waste material is well known.
Billions of cubic meters of solid waste material are produced yearly by
people across the world. One of the most common methods of disposal is
dumping the solid waste material into landfills. The disadvantage of this
method is that it contaminates the environment, including underground
water aquifers. Although recycling exists, recycling efforts target
primarily metals, glass, and paper, and do not fully solve the problem of
solid waste disposal. Furthermore, most of the world does not expend
effort into recycling, leaving the problem of municipal solid waste
disposal largely unremedied.
Simultaneously, the construction industry wastes money and
ecological resources on building elements such as new concrete products,
when cheaper, recycled substitute materials are available and would be
equally effective. Furthermore, the construction industry wastes
resources on the materials used secondary to the final construction
product itself. To give a specific example, the construction of a molten
concrete wall requires not only the concrete and metal reinforcement
elements for the wall itself, but also material for the construction of the
mold for said wall. Creating a single vertical molten concrete wall
requires a mold having double (internal and external) walls, typically
made from wood or iron. The concrete is poured between the external
and internal walls in said mold. Another example is creating a cast
concrete ceiling. Aside from the waste of labor time in erecting
scaffolding to support the mold, and creating said mold to contain the
molten concrete, there is also the waste of building materials used to
create the scaffolding and the mold. Although rigid filler material would
serve the same purposes in creating such walls or ceilings, unfortunately,
there exists a considerable waste of natural resources for the materials
used in construction projects.
Furthermore, the most common method of obtaining raw materials
for construction projects, i.e., opening a quarry or open pit, is opposed by
environmentalists because of the deleterious effect on the ecosystem.
Thus, due to environmental regulations and concerns, the availability of
filler materials, such as raw dirt are becoming increasingly difficult to
obtain.
Surprisingly, the present invention provides an alternative method
for the disposal of solid waste and for more environmentally friendly and
cost effective construction filler materials, combined with the creation of
an infrastructure. Said method uses construction elements that are useful
for creating an infrastructure, and such as for building roadways, sea
walls, erosion barriers, and the like.
SUMMARY OF THE INVENTION
The present invention relates to a method for the creation of an
infrastructure especially useful for construction projects requiring large
amounts of filler material. The steps of the method comprise creating
block made of compressed refuse; reinforcing each block made of
compressed refuse with a flexible plastic sheet or a plastic or metal band,
or a combination thereof, wrapped tightly around said block; arranging
said blocks of compressed refuse, one above the other, and/or one beside
the other within a mold, upon a concrete floor or upon a plurality of
spacing elements which allow for the flow of molten concrete under said
blocks, and spacing said blocks of compressed refuse a predetermined
distance from the interior surface of said mold; and casting concrete in
said mold containing said blocks to a predetermined height above the
uppermost surface of said blocks.
According to the preferred embodiment, the blocks made of
compressed refuse are spaced apart within the mold a predetermined
distance from the interior surface of the walls of the mold, creating a
continuous vertical space extending from the bottom to the top of said
mold, and extending longitudinally along each interior mold wall, for
creating the infrastructure's external walls, abutting said blocks. The
blocks thus serve as an internal mold wall for the creation of said
concrete wall, obviating the need for additional construction time and
material to create an inner mold wall.
The top surface of the mold extends a predetermined distance
above the top surface of the arrangement of the blocks, for creating a
concrete top surface for the infrastructure during the pouring of the
molten concrete.
Further in accordance with the preferred embodiment, the blocks
made of compressed refuse are spaced apart within the mold, creating at
least one continuous vertical space extending from the bottom to the top
of said mold, and from one mold wall to an opposite mold wall, for
creating at least one interior concrete wall within the mold during the
pouring of the molten concrete. The internal walls of concrete provide
additional structural strength to the infrastructure.
Still further in accordance with the preferred embodiment, there is
created at least one intermediate horizontal layer of concrete upon
predetermined layers of blocks when casting the molten concrete..
Further in accordance with the preferred embodiment, hollow tubes
extend from the inner surface of the cement wall to the exterior surface of
said wall, thus creating holes for releasing gases produced as a result of
the decomposition of the refuse.
BRIEF DESCRIPTION OF THE DRAWINGS
The present invention is herein described, by way of example only,
with reference to the accompanying drawings, wherein:
Figure 1 illustrates an isometric view of the compressed block of
refuse wrapped with a flexible plastic sheet.
Figure 2 illustrates an isometric view of the compressed block of
refuse wrapped with a flexible plastic sheet and bands.
Figure 3 illustrates an isometric view of the mold containing the
blocks before the casting of the concrete.
Figure 4 illustrates a cross-sectional view of one embodiment of
the infrastructure.
DETAILED DESCRIPTION OF THE PREFERRED
EMBODIMENT
The present invention relates to a method for the creation of an
infrastructure especially useful for construction projects requiring large
amounts of filler material, such as the construction of roadways, erosion
barriers, sea walls, and the like.
The method will be further described in detail as relating to Figure
1-4. This description by no means intends to limit the scope of the
invention, but to clarify and illustrate one of the preferred embodiments
of the invention.
Figure 1 illustrates the block of compressed refuse(l) enclosed by a
sheet of plastic(2) which prevents the constituent elements of the block
from dispersing, and adds clear and constant boundaries to the block of
compressed refuse.
Figure 2 illustrates the block of compressed refuse(l), enclosed by
a sheet of plastic(2) wherein the block of compressed refuse is further
reinforced by plastic or metal bands (3, 3', 3").
Figure 3 illustrates an embodiment of the infrastructure before the
casting of the concrete. The blocks of compressed refuse(l) are arranged
within a mold(4). The mold extends to a predetermined height above the
top surface of the blocks of compressed refuse, which creates a space(6)
for the creation of a concrete top surface. The arrangements of the blocks
of compressed refuse are spaced a predetermined distance from the walls
of the mold, thus providing a space(6') for the creation of concrete walls.
The blocks therefore save the need for the construction of an internal
mold wall, saving also significant time and materials savings. Similarly,
the blocks may be spaced a predetermined distance from each other
within the mold, thus providing a space(6") for the creation of concrete
internal walls. A vent hole(5) provides a path for the release of gases as a
result of the decomposition of the compressed refuse material. The vent
hole may serve as a location for apparatus to capture and utilize said
gases, if so desired.
Figure 4 illustrates a vertical cross sectional view of the
infrastructure(12) after the pouring of the concrete having spacing
elements(7,7') placed between the layers of blocks of compressed
refuse(l) and upon the floor of the mold (not shown). The spacing
elements beneath the blocks, and the placement of the blocks a
predetermined distance from the wall of the mold allows the molten
concrete to flow within the spaces surrounding the blocks. This is
creating the infrastructure's concrete floor(8), intermediate layer(9), side
and internal walls(10,10',10"), and top layer(l 1).