WO2004035956A1 - Block fabrication method and construction method - Google Patents

Block fabrication method and construction method Download PDF

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Publication number
WO2004035956A1
WO2004035956A1 PCT/KR2003/002136 KR0302136W WO2004035956A1 WO 2004035956 A1 WO2004035956 A1 WO 2004035956A1 KR 0302136 W KR0302136 W KR 0302136W WO 2004035956 A1 WO2004035956 A1 WO 2004035956A1
Authority
WO
WIPO (PCT)
Prior art keywords
block
present
construction
function
facility
Prior art date
Application number
PCT/KR2003/002136
Other languages
French (fr)
Inventor
Seung Wook Lee
Original Assignee
Seung Wook Lee
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from KR1020020062998A external-priority patent/KR20020093677A/en
Priority claimed from KR1020020080088A external-priority patent/KR20030004270A/en
Priority claimed from KR1020030024521A external-priority patent/KR100620243B1/en
Application filed by Seung Wook Lee filed Critical Seung Wook Lee
Priority to AU2003269543A priority Critical patent/AU2003269543A1/en
Publication of WO2004035956A1 publication Critical patent/WO2004035956A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/04Walls having neither cavities between, nor in, the solid elements
    • E04B2/06Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
    • E04B2/08Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202Details of connections
    • E04B2002/0204Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0215Non-undercut connections, e.g. tongue and groove connections with separate protrusions

Definitions

  • the present invention relates to a block fabrication method for a
  • masonry structure is not adapted to a construction of a high storied building
  • decoration material is adhered to an inner or o ⁇ ter wall of a concrete or brick by applying a cement or adhesive or installing an anchor bolt, so that lots of facilities,
  • a finishing and decoration material such as a tile, marble, glass, stainless,
  • material such as an adhesive, and an installation equipment, workers, time, etc.
  • a finished block is constructed based on a masonry structure method.
  • Figure 1 is a perspective view illustrating a structural block according to the
  • Figure 2 is a see-through view illustrating a structural block according to
  • Figure 3 is a lateral view illustrating a bridge constructed by a masonry
  • Figure 4 is a front view illustrating a masonry abutment of a structural block
  • Figure 5 is a lateral view illustrating a masonry abutment of a structural
  • Figure 6 is a front view illustrating an angle of an intersection of a masonry
  • Figure 7 is a lateral view illustrating an angle of an intersection of a masonry of a structural block according to the present invention.
  • Figure 8 is a detailed view illustrating a circular structural block according
  • Figure 9 is a lateral view illustrating an upper structure of a bridge
  • Figure 10 is a cross sectional view illustrating an upper structure of a
  • Figure 11 is a detailed view illustrating a beam type structural block
  • Figure 12 is a detailed view illustrating a structural block for a pavement
  • Figure 13 is a detailed view illustrating a planter type structural block
  • Figure 14 is a detailed view illustrating a water supply and distribution pipe
  • Figure 15 is a view illustrating various packing structures according to the
  • Figure 16 is a view illustrating a high tension force tensile material(PC wire
  • Figure 17 is a detailed view illustrating a high molecule composite block according to another embodiment of the present invention.
  • Figure 18 is a detailed see-through view illustrating a high molecule
  • Figure 19 is a perspective view illustrating a decoration block according to
  • Figure 20 is a detailed view illustrating a decoration block according to
  • Figure 1 is a perspective view illustrating a structural block according to the
  • Figure 2 is a see-through view illustrating a structural block
  • a semispherical protrusion assembling portion 2 is formed in an
  • the structure is formed of
  • the blocks are masonry-processed
  • Figure 15 is provided between the blocks for thereby preventing a moisture
  • the tensile material(PC steel wire) is inserted into the
  • the high tensile material 11 receives the tensile and buckling
  • the present invention is directed to a development of a new product by a
  • the high tensile material 11 having a good tensile force receives
  • high tensile materials 11 and the packing 5 are determined based on the purpose
  • the present invention may be used for
  • Figure 3 is a lateral view illustrating a bridge constructed by a masonry
  • Figure 4 is a
  • Figure 5 is a lateral view illustrating a masonry abutment of a
  • Figure 6 is a front view
  • Figure 7 is a lateral view illustrating an angle of an intersection of a masonry of a structural block according to the present invention
  • Figure 8 is a detailed view illustrating a circular structural block according to the
  • Figure 9 is a lateral view illustrating an upper structure of a
  • Figure 10 is a cross sectional view illustrating an upper
  • Figure 11 is a detailed view illustrating a beam
  • Figure 12 is a detailed structural block according to the present invention.
  • Figure 13 is a detailed view illustrating a planter type structural
  • Figure 14 is a detailed view illustrating a
  • Figure 15 is a view illustrating various packing structures according to
  • Figure 16 is a view illustrating a high tension force
  • the bridge installed using the structural block may be installed based on
  • the masonry abutment is constructed by sequentially providing the packing 5 between the handrail type structural blocks 9
  • Figures 9 and 10 is installed, in which the structural block is installed in the upper
  • the beam structural block 5 is installed in the lower side
  • the packing 5 and the pavement block 7 are installed in the upper side, and the
  • planter structural block 8 is installed in the upper side, and the structural block 1 is
  • a curing period is not needed.
  • the weather condition is not considered. Therefore,
  • block 1 is fabricated in the factory, it is possible to implement an excellent quality
  • Figure 17 is a detailed embodiment of the present invention.
  • the present invention relates to a new
  • the present invention relates to a fabrication
  • the high molecule synthetic block 21 is formed of a rubber, plastic, high
  • the high molecule synthetic block 21 is implemented in combination with a gravel 25 having a desired strength and durability and a high molecule compound
  • the major structures may be installed using a high tensile
  • the high molecular compound block 21 is a product fabricated using a
  • the dissolved high molecule compound 26 operates a role of catalyst for
  • the solidified high molecule compound 26 has a water proof function, moisture resistance function, adiabatic function, elastic function, impact
  • the blocks are made small sized for an easier installation and convenient
  • Figure 19 is a perspective view illustrating a decoration block according to
  • source materials are cured, the source materials and the interior and exterior
  • decoration materials inserted into the mold are hardened and adhered each other
  • the materials such as a cement, sand, gravel, water, plastic,
  • the finished product having a decoration, finishing and function are fabricated for
  • finishing materials 32, 33 or the functional materials 33, 34 are inserted
  • the present invention is directed to a fabrication of a high level finished
  • the present invention is well adapted to a building such as a
  • the present invention are directed to installing a facility based on the masonry
  • finished products are constructed based on the masonry structure method, so that
  • interior or exterior decoration material are inserted into a frame or mold by one or
  • adhering materials such as an adhesive which are used for the installations of the
  • the construction period is decreased

Abstract

The present invention relates to a block fabrication method for a construction industry and a construction method of the same concerning a development and construction method based on a new method of a block for installing various facilities of a masonry structure architecture and concrete and steel reinforced concrete structure. The present invention relates to a fabrication method of a block and a construction method based on a masonry structure in which a high tensile material having a good tensile force receives a tensile stress and buckling stress which are physically applied to an architecture in a horizontal direction, and a block having a high durability receives a compression stress in a vertical direction, and a packing having an impact absorbing and sealing function receives a stress due to an impact, oscillation, earthquake, etc. which occurs inside and outside a facility, and provides a water tight function and a sealing function.

Description

BLOCK FABRICATION METHOD AND CONSTRUCTION METHOD
BACKGROUND OF THE INVENTION
1. Field of the Invention
The present invention relates to a block fabrication method for a
construction industry and a construction method of the same which are directed to
a new product development and construction method of a new block method for
constructing a building of a masonry structure and various facilities of a concrete
and steel reinforced concrete structure.
2. Description of the Background Art
Generally, even though its excellent durability, a construction method of a
masonry structure is not adapted to a construction of a high storied building,
bridge, closed conduit, retaining wall, dam, water tank, water way, water supply
and distribution pipe, etc. because there are problems of an internal and external
tensile force which is horizontally applied to a building, an impact, oscillation, etc.
due to an earthquake and a sealing problem of a buckling and water tight property.
In order to additionally install a finishing material, decoration material and
functional material in a known building and structure, an interior and exterior
decoration material is adhered to an inner or oαter wall of a concrete or brick by applying a cement or adhesive or installing an anchor bolt, so that lots of facilities,
time, equipment and workers are needed, so that a construction period is
extended, and a construction cost is increased.
SUMMARY OF THE INVENTION
Accordingly, it is an object of the present invention to provide a block
fabrication method for a construction industry and a construction method of the
same which are capable of significantly improving the problems and
disadvantages of a conventional masonry structure and a steel reinforced
concrete and are capable of actually adapting the improved features to the
construction industry.
It is another object of the present invention to provide a block fabrication
method for a construction industry and a fabrication method of the same which
are capable of constructing a certain facility such as a building, bridge, closed
conduit, retaining wall, dam, water tank, water way, water supply and distribution
pipe, etc. based on a masonry structure construction method using an excellent
physical property of a material such as a compression stress of a block and a
strong tensile stress of a high tensile material, and a water tight property of a
packing and an elastic, vibration and impact absorption property without using a
steel reinforcement, steel frame, etc.
It is further another object of the present invention to provide a block
fabrication method for a construction industry and a construction method of the same which are capable of implementing an improved combined block system in
which a horizontal tensile stress and buckling stress applied to a facility are
prevented by a high tensile material, a vertical compression stress due to an
impact, oscillation earthquake, etc., which are generated internally and externally
from a building is prevented by a block having a good durability, and a stress,
water tight and sealing properties are prevented.
It is still further another object of the present invention to provide a block
fabrication method for a construction industry and a construction method of the
same which are capable of fabricating a finished block product in such a manner
that a finishing and decoration material such as a tile, marble, glass, stainless,
pattern wood, film, etc, and a functional material such as a gyps board, packing,
etc. are inserted or provided into a frame or metallic pattern together with a
concrete material or high molecule compound material in order to prevent a
construction period extension and construction cost increase due to an installation
of an interior and exterior material, and an interior and exterior materials are
integrally adhered based on an adhesion by a chemical energy which occurs
when a cement and plastic are cured.
It is still further and further another object of the present invention to
provide a block fabrication method for a construction industry and a construction
method of the same which are capable of decreasing a process when adhering a
certain functional material such as a finishing material and a decoration material,
decreasing an additional scaffolding and post installation due to an interior and exterior decoration material installation of a building or the like, an adhering
material such as an adhesive, and an installation equipment, workers, time, etc.
and decreasing a construction period and construction cost in such a manner that
a finished block is constructed based on a masonry structure method.
BRIEF DESCRIPTION OF THE DRAWINGS
The present invention will become better understood with reference to the
accompanying drawings which are given only by way of illustration and thus are
not limitative of the present invention, wherein;
Figure 1 is a perspective view illustrating a structural block according to the
present invention;
Figure 2 is a see-through view illustrating a structural block according to
the present invention;
Figure 3 is a lateral view illustrating a bridge constructed by a masonry
method using a structural block according to the present invention;
Figure 4 is a front view illustrating a masonry abutment of a structural block
according to the present invention;
Figure 5 is a lateral view illustrating a masonry abutment of a structural
block according to the present invention;
Figure 6 is a front view illustrating an angle of an intersection of a masonry
of a structural block according to the present invention;
Figure 7 is a lateral view illustrating an angle of an intersection of a masonry of a structural block according to the present invention;
Figure 8 is a detailed view illustrating a circular structural block according
to the present invention;
Figure 9 is a lateral view illustrating an upper structure of a bridge
constructed by a masonry method using a structural block according to the
present invention;
Figure 10 is a cross sectional view illustrating an upper structure of a
bridge constructed by a masonry method using a structural block according to the
present invention;
Figure 11 is a detailed view illustrating a beam type structural block
according to the present invention;
Figure 12 is a detailed view illustrating a structural block for a pavement
and slab according to the present invention;
Figure 13 is a detailed view illustrating a planter type structural block
according to the present invention;
Figure 14 is a detailed view illustrating a water supply and distribution pipe
type structural block according to the present invention;
Figure 15 is a view illustrating various packing structures according to the
present invention;
Figure 16 is a view illustrating a high tension force tensile material(PC wire
steel) according to the present invention;
Figure 17 is a detailed view illustrating a high molecule composite block according to another embodiment of the present invention;
Figure 18 is a detailed see-through view illustrating a high molecule
composite b lock according to another embodiment of the present invention;
Figure 19 is a perspective view illustrating a decoration block according to
another embodiment of the present invention; and
Figure 20 is a detailed view illustrating a decoration block according to
further another embodiment of the present invention.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
The preferred embodiments of the present invention will be described with
reference to the accompanying drawings. In the descriptions of the present
invention, the descriptions concerning the related known functions or construction
which may be seemed to make the gist of the present invention unclear will be
omitted.
Figure 1 is a perspective view illustrating a structural block according to the
present invention, and Figure 2 is a see-through view illustrating a structural block
according to the present invention.
As shown in Figures 1 and 2, in the structural block 1 according to the
present invention, a semispherical protrusion assembling portion 2 is formed in an
upper side of the masonry structure and steel reinforced concrete, and a concave
assembling portion 3 is formed in the lower side of the same. A facility portion 4
passes through the center portions of the protrusion assembling portion 2 and the concave assembling portion 3. There is formed a space of the facility portion 4
which passes through both sides.
In the fabrication method of the structural block 1 , the structure is formed of
the block unit for implementing an easier fabrication and transfer when fabricating
the products for installing a certain facility such as a building retaining wall, bridge,
dam, water way, water tank, water supply and distribution pipes, etc. based on the
masonry structure method using a material like a concrete and stone and a high
molecule compound and ceramic and glass. The structure of the facility portion is
designed in such a manner that the spaces formed of the facility portion 4 which
passes trough the semispherical protrusion assembling portion 2 and the concave
assembling portion 3 which are symmetrical in the upper, lower and left and right
directions in the vertical and horizontal directions are formed by the multiple
numbers. The high tensile material 11 of Figure 16 is provided therein for thereby
performing a tensile operation.
In the process of the structural block 1 , the blocks are masonry-processed
from the lower structure to the upper structure using workers or a certain
equipment like a crane, etc. based of the magnitude of the block. A packing of
Figure 15 is provided between the blocks for thereby preventing a moisture and
air penetration and flow. The tensile material(PC steel wire) is inserted into the
facility portion 4 and is repeatedly tensed and fixed using the tensile tools and
high tension bolt for thereby finishing the masonry work, and the facility portion 4
is grouted and integrates the structural block 1 and the high tensile material 11 (PC steel wire).
Therefore, the high tensile material 11 receives the tensile and buckling
stresses which are physically applied to the structure, and the packing 5 receives
the stresses due to the impact and vibration in the structural block 1.
The present invention will be described in detail with reference to the
accompanying drawings.
The present invention is directed to a development of a new product by a
new method with respect to various facilities of a masonry structure building,
concrete and steel reinforced concrete structure, and a construction method of the
same. In the present invention, it is possible to construct a certain facility such as
a building, bridge, closed conduit, retaining wall, dam, water tank, water way,
water supply and distribution pipe, etc. based on the masonry structure using a
compression stress of the structural block 1 , a strong tensile stress of the high
tensile material 11 , and a good water tight property and vibration absorption
property of the packing 5.
Therefore, the high tensile material 11 having a good tensile force receives
the tensile stress and buckling stress applied to the building in a horizontal
direction, and the structural block 1 having a good durability receives the
compression stress in the vertical direction, and the packing 5 having a good
water tight and sealing properties receives the stress due to an impact, oscillation,
and earthquake which occur inside or outside the building for thereby
implementing a fabrication of a structural block and a construction method of the same.
The dimension and shape of the structural block 1 and the number of the
high tensile materials 11 and the packing 5 are determined based on the purpose
of the use of the facility.
Therefore, it is possible to construct a certain facility such as a high storied
building and a retaining wall and a bridge based on the number of the high tensile
material 11.
When fabricating the structural block 1 , it is possible to endlessly connect
the water supply and distribution pipes of Figure 14 by changing the shapes of the
mold to a straight line or curve. In addition, the present invention may be used for
a water supply and distribution facility of an underground facility such as an
electricity, communication, gas, oil pipeline, water pipe, drainage pipe, etc. based
on its good waterproof and sealing functions.
The installation method of the bridge implemented based on the masonry
structure method using the structural block 1 and the high tensile material 11 will
be described with reference to the accompanying drawings.
Figure 3 is a lateral view illustrating a bridge constructed by a masonry
method using a structural block according to the present invention, Figure 4 is a
front view illustrating a masonry abutment of a structural block according to the
present invention, Figure 5 is a lateral view illustrating a masonry abutment of a
structural block according to the present invention, Figure 6 is a front view
illustrating an angle of an intersection of a masonry of a structural block according to the present invention, Figure 7 is a lateral view illustrating an angle of an
intersection of a masonry of a structural block according to the present invention,
Figure 8 is a detailed view illustrating a circular structural block according to the
present invention, Figure 9 is a lateral view illustrating an upper structure of a
bridge constructed by a masonry method using a structural block according to the
present invention, Figure 10 is a cross sectional view illustrating an upper
structure of a bridge constructed by a masonry method using a structural block
according to the present invention, Figure 11 is a detailed view illustrating a beam
type structural block according to the present invention, Figure 12 is a detailed
view illustrating a structural block for a pavement and slab according to the
present invention, Figure 13 is a detailed view illustrating a planter type structural
block according to the present invention, Figure 14 is a detailed view illustrating a
water supply and distribution pipe type structural block according to the present
invention, Figure 15 is a view illustrating various packing structures according to
the present invention, and Figure 16 is a view illustrating a high tension force
tensile materia!(PC steel wire) according to the present invention.
The bridge installed using the structural block may be installed based on
the masonry structure method using the structural block with respect to all
structures such as a foundation of a bridge, an abutment, an angle of intersection,
beam, slab, planter, handrail, etc.
Referring to Figure 3, the bridge masonry-constructed with respect to the
structural block will be described. The masonry abutment is constructed by sequentially providing the packing 5 between the handrail type structural blocks 9
as shown in Figures 4 and 5, and the circular structure block 10 is loaded
between the portions in which the structural blocks 1 are installed in the upper and
lower sides as shown in Figure 8 for thereby implementing a masonry angle of
intersection as shown in Figures 6 and 7, and the masonry bridge as shown in
Figures 9 and 10 is installed, in which the structural block is installed in the upper
side between the masonry abutment and the masonry angle of the intersection. In
the bridge of Figure 9, the beam structural block 5 is installed in the lower side,
the packing 5 and the pavement block 7 are installed in the upper side, and the
planter structural block 8 is installed in the upper side, and the structural block 1 is
installed in the upper side for thereby constructing the bridge.
In the present invention, since the facility is installed based on the masonry
structural method of the structural block 1 without using the steel and steel frame
for the building and facility using the structural block 1, it is not needed to
temporarily install a mold, post, scaffolding, etc. and to assemble the steel frames.
A curing period is not needed. The weather condition is not considered. Therefore,
the construction period is significantly decreased. In particular, since the structural
block 1 is fabricated in the factory, it is possible to implement an excellent quality
and standard product due to a systemic automation of the quality management
such as a grain of material, mixing and curing.
In another embodiment of the present invention, Figure 17 is a detailed
view illustrating a high molecule composite block according to another π embodiment of the present invention, and Figure 18 is a detailed see-through
view illustrating a high molecule composite b lock according to another
embodiment of the present invention.
Referring to Figures 7 and 8, the present invention relates to a new
material for a construction industry which may be substituted with a conventional
concrete and steel reinforced concrete product generally used in a building and
various structures. In particular, the present invention relates to a fabrication
method and a construction method based on a masonry assembling for a molding
fabrication of a high molecule synthetic block which may be adapted to a building
by forming a high molecule synthetic block using the physical properties of a high
molecule compound rubber, plastic, fiber reinforced plastic, and a gravel and
which may be adapted to various facilities such as a building, a closed conduit,
retaining wall, basic beam, pillar, slab, center separation portion of road, lateral
portion, water drainage way, planter, protection wall, sound resistance wall,
pavement, sleeper, breakwater, water supply and distribution pipe, etc.
Referring to Figures 17 and 18, the construction of the high molecule
synthetic block 21 will be described.
The high molecule synthetic block 21 is formed of a rubber, plastic, high
molecule compound 26 of fiber reinforced plastic, and gravel 25 and is
constructed in a structure having a semispherical protrusion type assembling
portion 22, a concave assembling portion 23 and a facility portion 24.
The high molecule synthetic block 21 is implemented in combination with a gravel 25 having a desired strength and durability and a high molecule compound
26 for a permanent use by constructing the structure having a high strength
compression force and tensile force for a high storied building and ultra-high
storied building. The major structures may be installed using a high tensile
material by installing a facility portion 24 in the high molecule synthetic block 21.
When constructing the high molecule synthetic block, the construction is
performed from the lower side to the upper side based on the masonry method in
a sequence of foundation->bottom->pillar->beam->slab using a packing or an
adhesive. The portions between the blocks are sealed, so that the moisture and
air do not flow there between.
The high molecular compound block 21 is a product fabricated using a
source material of a rubber, plastic, and fiber reinforced plastic formed of a high
molecule compound 26 and a gravel 25. The high molecule synthetic block 21
may be referred to a rubber high molecule synthetic block 21 (rubber + gravel)
formed by mixing a source material of the rubber and the gravel 25 based on the
kinds of the high molecule compound 26, a plastic high molecule synthetic block
21 formed by mixing a plastic material and gravel, and a fiber reinforced plastic
high molecule block 21 (fiber reinforced plastic + gravel) formed by mixing the
material of the fiber reinforced plastic and the gravel 25.
The dissolved high molecule compound 26 operates a role of catalyst for
adhering the gravel 25, for thereby implementing a high molecule synthetic block
21 of a high strength. The solidified high molecule compound 26 has a water proof function, moisture resistance function, adiabatic function, elastic function, impact
absorption function, adhering function, heat protecting function, ultraviolet ray
blocking function, hard decomposition function, chemical stable function, etc., so
that there is an excellent stress corresponding to a physical energy such as a
tensile force compression force, a vibration impact fatigue, etc. due to a physical
property. In addition, since the dissolved high molecule compound 26 is capable
of blocking a moisture, air and ultraviolet ray, etc., the strength and durability are
permanently preserved based on the use of the high molecule synthetic block 21.
In order to enhance the productivity and quality of the high molecule
synthetic block 21 and to supply a reliable product at a lower cost, the products
are fabricated in the factory, and an easier fabrication transfer are implemented.
The blocks are made small sized for an easier installation and convenient
construction. In the construction method according to the present invention, a
facility is built based on a masonry structure method.
In the above construction method, it is possible to install a foundation, wall,
pillar, beam, slab, handrail, etc. using the high molecule synthetic block 21 without
using a steel or steel frame.
Figure 19 is a perspective view illustrating a decoration block according to
another embodiment of the present invention, and Figure 20 is a detailed view
illustrating a decoration block according to further another embodiment of the
present invention.
Referring to Figures 19 and 20, the source material 31 of a concrete and high molecule compound and an interior or exterior decoration material 32, 33, 34
such as a tile, marble, glass, stainless, pattern wood, film, gyps board, packing,
etc. are inserted into a certain frame or mold by a certain number, namely, one or
more than the source materials, for the purpose of the necessary use. As the
source materials are cured, the source materials and the interior and exterior
decoration materials inserted into the mold are hardened and adhered each other
based on a chemical energy, so that the interior and exterior decoration materials
are adhered with each other for thereby fabricating a block product of an
integrated finishing decoration and functional material.
Therefore, the materials such as a cement, sand, gravel, water, plastic,
rubber, etc. which are used as a source material for fabricating the
concrete(cement product) and the high molecule(plastic or rubber product) block,
the decoration materials 32, 33 and the finishing materials used for the interior
and exterior decoration materials 32, 33 of the building, and the materials 33, 34
such as a tile, marble, glass, stainless, pattern wood, various films and a gyps
board, packing, etc. having an adiabatic function, impact absorbing function,
vibration, and sealing properties are inserted into a mold or a certain frame for
thereby fabricating a product. The architecture and civil engineering materials of
the finished product having a decoration, finishing and function are fabricated for
the interior and exterior decorations of the walls of the blocks, so that it is possible
to decrease the process of the interior and exterior decoration based on the
masonry structure construction of the block products. Therefore, when the decoration blocks are mold-fabricated, the source
materials of the blocks, the interior and exterior decoration materials 32, 33, 34
and the finishing materials 32, 33 or the functional materials 33, 34 are inserted
into the frame or the mold. The interior and exterior decoration materials and the
blocks are adhered by a chemical curing energy which occurs when the source
materials 31 of the cement or plastic are cured. Therefore, it is possible to
fabricate the finished block products integrated with the decoration materials, the
finishing materials and the functional materials.
The thusly fabricated decoration blocks are well adapted to the buildings
such as a commercial building, etc. which needs a certain function such as a
finishing decoration adiabatic property in the inner and outer walls.
The present invention will be described in detail with reference to the
accompanying drawings.
The present invention is directed to a fabrication of a high level finished
product having an interior and exterior decoration materials 32, 33, 34 in the block
by inserting various ready type products such as the decoration materials 32, 33
and the finishing materials or the functional materials 33, 34 into the blocks when
the structural blocks formed of the concrete and high molecule compound are
molded and fabricated for installing a certain architecture and building having a
bridge, dam, tunnel, retaining wall, architecture, etc.
Therefore, when fabricating the blocks based on the molding method, the
source materials 31 and the interior and exterior decoration materials 32, 33, 34 and the finishing materials 32, 33 and the functional materials 33, 34 are inserted
into the frame or mold, and the interior and exterior decoration materials 32, 33,
34 and the block source materials 31 are chemically adhered by a curing energy
which chemically occurs during the curing process of the cement or plastic 31 for
thereby fabricating a finished decoration block.
Therefore, in the present invention, it is possible to fabricate a finished
product compared to the conventional art in which a semi-finished product is
provided for installing a building and structure. In the present invention, since the
semi-finished products needed for installing an architecture and structure are not
changed to the finished products, the installations of the scaffolding and posts
based on the installations of the interior and exterior decoration materials 32, 33,
34 are not needed after the masonry structure construction, and the adhering
materials such as an adhesive, and worker are decreased, and the installation
time is decreased, so that the entire construction period is decreased, and the
construction cost is decreased.
In particular, the present invention is well adapted to a building such as a
common housing, etc. which necessarily needs a function providing process such
as a finishing decoration adiabatic function of an inner and outer wall.
As described above, in the present invention, the structural block products
are fabricated in the factory, so that it is possible to fabricate and supply the
uniform and excellent products on time. Since the semispherical protrusion
assembling portions and the concave assembling portion are used in the present invention, it is possible to easily implement a masonry construction.
The architecture and facility installed using the structure block according to
the present invention are directed to installing a facility based on the masonry
structure method in the structural blocks without using a steel frame and steel wire,
it is not needed to assemble a temporarily installed material such as a mold, post,
scaffolding, etc., and the curing time is short. It is possible to construct
irrespective of the weather condition, so that the construction period is
significantly decreased.
In addition, in the present invention, the process for adhering the finishing
materials, decoration materials and functional materials is decreased, and the
finished products are constructed based on the masonry structure method, so that
the scaffolding and posts and adhering materials such as an adhesive which are
used for the installations of the interior and exterior decorations of the architecture
or building are not needed, and the installation equipment, installation workers
and installation time are not needed. Therefore, in the present invention, the
construction period is decreased, and the construction cost is decreased.
The source material of a concrete and high molecule compound and an
interior or exterior decoration material are inserted into a frame or mold by one or
multiple numbers based on the purpose of the use. The thusly inserted source
materials and the interior and exterior materials are integrally adhered by a
chemical energy which occurs while the source material is cured, so that it is
possible to fabricate a high level product having a decoration material, finishing material and functional material for thereby implementing a development of the
related industry.
In addition, in the present invention, since the semi-finished materials used
for building a certain architecture or building are changed to the finished products.
The process for adhering the finishing materials, decoration materials and
functional materials is decreased, and the finished products are constructed
based on the masonry structure method, so that the scaffolding and posts and
adhering materials such as an adhesive which are used for the installations of the
interior and exterior decorations of the architecture or building are not needed,
and the installation equipment, installation workers and installation time are not
needed. Therefore, in the present invention, the construction period is decreased,
and the construction cost is decreased.
As the present invention may be embodied in several forms without
departing from the spirit or essential characteristics thereof, it should also be
understood that the above-described examples are not limited by any of the
details of the foregoing description, unless otherwise specified, but rather should
be construed broadly within its spirit and scope as defined in the appended claims,
and therefore all changes and modifications that fall within the meets and bounds
of the claims, or equivalences of such meets and bounds are therefore intended
to be embraced by the appended claims.

Claims

What is claimed is:
1. A block fabrication method for a construction industry, comprising the
steps of:
forming a semispherical protrusion assembling portion in an upper surface
of a block and a concave assembling portion in a lower surface of the block for
installing a certain structure based on a masonry method without using a
temporarily material such as a steel reinforcement, steel frame, post, scaffolding,
etc.;
forming a facility portion which passes through the center portions of the
protrusion assembling portion and the concave assembling portion; and
forming a structural block having a certain space of the facility portion
which passes through both sides of the same.
2. The method of claim 1 , wherein a high tensile material(PC steel wire) is
inserted into a facility portion of a space structure which is a hole connecting the
left and right sides and upper and lower sides of the structural block for thereby
implementing a tensioning work.
3. The method of either claim 1 or claim 2, wherein a high tensile material
receives the stresses of a physical tensile force and a buckling force which occur
in a structure in a horizontal direction, and a packing receives a compression
stress of an impact and vibration in the structural block in a vertical direction.
4. A block fabrication method for a construction industry, comprising the
steps of:
inserting a block source material formed of a concrete compound(cement
+ sand + gravel + water) or a high molecule compound(plastic + gravel + sand,
rubber + gravel) which are generally used in a construction field and a material
such as a tile, marble, stainless, pattern wood, glass, film, etc. which are generally
used for an interior and exterior decoration material of an architecture or facility
and a certain material such as a gyps, packing, etc. having a certain function like
a soundproof function, adiabatic function, impact absorption function, sealing
function, waterproof function, etc. into a mold; and
forming a block having an interior and exterior decoration block.
PCT/KR2003/002136 2002-10-15 2003-10-15 Block fabrication method and construction method WO2004035956A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU2003269543A AU2003269543A1 (en) 2002-10-15 2003-10-15 Block fabrication method and construction method

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
KR1020020062998A KR20020093677A (en) 2002-10-15 2002-10-15 Method to produce of high-molecule-block that mixing from highpolymer and Gravel
KR10-2002-0062998 2002-10-15
KR10-2002-0080088 2002-12-12
KR1020020080088A KR20030004270A (en) 2002-12-12 2002-12-12 The method about of producing and operation of structure-block
KR1020030024521A KR100620243B1 (en) 2003-04-15 2003-04-15 How to make a decoration-block with interior design material and facing material
KR10-2003-0024521 2003-04-15

Publications (1)

Publication Number Publication Date
WO2004035956A1 true WO2004035956A1 (en) 2004-04-29

Family

ID=32110675

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/KR2003/002136 WO2004035956A1 (en) 2002-10-15 2003-10-15 Block fabrication method and construction method

Country Status (2)

Country Link
AU (1) AU2003269543A1 (en)
WO (1) WO2004035956A1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008072894A1 (en) * 2006-12-13 2008-06-19 Jea-Hong Lee Polygonal brick and plane assembly using the same
CN103015558A (en) * 2012-12-04 2013-04-03 北京工业大学 Combined wall with connecting keys and waste brick masonries filled in regenerated concrete wall boards and fabrication method of combined wall
CN103046664A (en) * 2012-12-31 2013-04-17 北京工业大学 Energy-saving wall with connecting keys and recycled concrete wall panels holding insulation block masonry, and manufacturing method of energy-saving wall
ES2524844A1 (en) * 2014-03-25 2014-12-12 Universitat Politècnica De València Construction anti-seismic insulator element (Machine-translation by Google Translate, not legally binding)
CN105804310A (en) * 2016-03-25 2016-07-27 湖南工业大学 Hollow block-rubber sand core shock insulation block
GB2554346A (en) * 2016-08-13 2018-04-04 Scott Christopher Ported brick

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS472610U (en) * 1971-01-25 1972-08-30
JPS54148016U (en) * 1978-04-05 1979-10-15
JPS5689823U (en) * 1979-12-15 1981-07-17
JPS61152615U (en) * 1985-03-13 1986-09-20
KR880004252Y1 (en) * 1985-04-22 1988-11-30 박찬훈 Concrete brick
KR910009569Y1 (en) * 1989-05-20 1991-12-13 오배식 Brick
KR200237969Y1 (en) * 1998-12-31 2001-10-25 홍종구 Structural blocks
KR200265956Y1 (en) * 2001-11-27 2002-02-25 주식회사 건축사 사무소 도시건축 Exterior brick

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS472610U (en) * 1971-01-25 1972-08-30
JPS54148016U (en) * 1978-04-05 1979-10-15
JPS5689823U (en) * 1979-12-15 1981-07-17
JPS61152615U (en) * 1985-03-13 1986-09-20
KR880004252Y1 (en) * 1985-04-22 1988-11-30 박찬훈 Concrete brick
KR910009569Y1 (en) * 1989-05-20 1991-12-13 오배식 Brick
KR200237969Y1 (en) * 1998-12-31 2001-10-25 홍종구 Structural blocks
KR200265956Y1 (en) * 2001-11-27 2002-02-25 주식회사 건축사 사무소 도시건축 Exterior brick

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008072894A1 (en) * 2006-12-13 2008-06-19 Jea-Hong Lee Polygonal brick and plane assembly using the same
CN103015558A (en) * 2012-12-04 2013-04-03 北京工业大学 Combined wall with connecting keys and waste brick masonries filled in regenerated concrete wall boards and fabrication method of combined wall
CN103046664A (en) * 2012-12-31 2013-04-17 北京工业大学 Energy-saving wall with connecting keys and recycled concrete wall panels holding insulation block masonry, and manufacturing method of energy-saving wall
ES2524844A1 (en) * 2014-03-25 2014-12-12 Universitat Politècnica De València Construction anti-seismic insulator element (Machine-translation by Google Translate, not legally binding)
WO2015144958A1 (en) * 2014-03-25 2015-10-01 Universitat Politècnica De València Anti-seismic, insulating construction element
EP3130715A4 (en) * 2014-03-25 2018-01-03 Universitat Politècnica de València Anti-seismic, insulating construction element
CN105804310A (en) * 2016-03-25 2016-07-27 湖南工业大学 Hollow block-rubber sand core shock insulation block
GB2554346A (en) * 2016-08-13 2018-04-04 Scott Christopher Ported brick

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