U.S. patent number 3,759,043 [Application Number 04/852,580] was granted by the patent office on 1973-09-18 for molds for use in manufacturing energy dissipating concrete blocks for river and marine works.
Invention is credited to Kazumi Tokunaga.
United States Patent |
3,759,043 |
Tokunaga |
September 18, 1973 |
MOLDS FOR USE IN MANUFACTURING ENERGY DISSIPATING CONCRETE BLOCKS
FOR RIVER AND MARINE WORKS
Abstract
Molds for use in manufacturing energy dissipating concrete
blocks for river and marine works are composed of a set of plates
coming into contact with concrete, each having a simple geometrical
shape in its plan view, and various type of molds can be obtained
by the combination of the plates. The concrete blocks manufactured
by the molds can be easily combined to form regular geometrical
designs having specific percentages of voids respectively,
resulting in their vast application in all sorts of marine and
river works.
Inventors: |
Tokunaga; Kazumi (City of Soka,
Saitama Prefecture, JA) |
Family
ID: |
13355746 |
Appl.
No.: |
04/852,580 |
Filed: |
August 25, 1969 |
Foreign Application Priority Data
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Sep 19, 1968 [JA] |
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43/67813 |
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Current U.S.
Class: |
249/102; 52/609;
249/10; 249/156; 405/30 |
Current CPC
Class: |
E02B
3/129 (20130101); B28B 7/00 (20130101); E02B
3/14 (20130101) |
Current International
Class: |
E02B
3/12 (20060101); B28B 7/00 (20060101); E02B
3/14 (20060101); E02b 003/08 (); E02b 003/14 () |
Field of
Search: |
;249/155,156,102,104,10,153 ;52/608,609,610,611 ;61/3,4,37 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
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|
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148,922 |
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Jul 1920 |
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GB |
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20,234 |
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Oct 1963 |
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JA |
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322,881 |
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Feb 1903 |
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FR |
|
384,191 |
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Mar 1934 |
|
GB |
|
424,649 |
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May 1967 |
|
CH |
|
Primary Examiner: Sutherland; Henry C.
Claims
What I claim is:
1. A mold for use in manufacturing energy dissipating concrete
blocks comprising one or more each of a plurality of flat plates,
each of said plates having a flat, planar concrete contacting
surface of a predetermined geometrical design, the peripheral edges
of said concrete contacting surfaces of each of said plates having
predetermined length ratios, said edges of said plates operatively
associated to be abutted to form a number of enclosed mold shapes,
said geometrical designs of said concrete contacting surfaces
comprising three L-shapes, four rectangles and one square.
Description
BACKGROUND OF THE INVENTION
This invention relates to molds for manufacturing energy
dissipating concrete blocks in use for structures in the sea,
coasts, and rivers.
In general, wave-absorbing blocks for use in breakwaters, groins,
sea walls, coastal embankments etc., the foot-protecting blocks for
use in revetments for river banks etc. and the flow-regulating
blocks for use in spur dikes in rivers etc. can be roughly
classified into three types, that is, the projecting type, the
hollow type and the compromise type. The examples of the
projecting, hollow and compromise types of conventional blocks are
the so-called "tetrapod," the hollow-triangle block and the hollow
square blocks.
Those molds of conventional blocks as tetrapods, hollow-triangle
blocks, hollow-square blocks, etc. cannot manufacture only their
own types.
On the contrary, the molds according to the present invention can
be used for manufacturing blocks of any one of the three types
abovementioned and the kinds of blocks manufactured thereby are
innumerable. This is one of the remarkable features of the present
invention, unexpected of the conventional molds.
SUMMARY OF THE INVENTION
The concrete blocks formed by the molds according to the present
invention can be used firstly for wave absorption as well as wave
force reduction for breakwaters, sea walls, coastal embankments and
groins in the sea and coasts, and nextly for protective blocks for
river floors and bank faces and the like in river works.
The hetero-shaped concrete blocks manufactured by the molds
according to the present invention can be used for the
constructions abovementioned to absorb and disperse wave forces in
the sea as well as river current energies and to reduce the dynamic
pressure of waves and currents. In addition, they have effect to
increase the stability of blocks themselves and also to reduce the
agitations of bed materials and scouring of foundations, and, at
the same time, to decrease subsidences of structures
themselves.
In accordance with the present invention the molds are
fundamentally composed of only five rectangular plates and three
L-shaped plates with their surfaces coming into contact with
concrete.
In accordance with the present invention various types of concrete
blocks are manufactured by depositing concrete in molds which are
formed by combining the rectangular plates and L-shaped plates in
any desired manner.
In the following, an explanation will be made of the outstanding
features of the hetero-shaped concrete blocks formed with the molds
of the present invention, in comparison with the conventional
blocks, from the points of view of
1. the convenience of the combination,
2. variety of combinations,
3. wavebreaking effect,
4. stability, and
5. economy.
The combination and assembling of the concrete blocks of some types
made with the molds of the present invention can be carried out in
innumerable ways, whereas, in the case of the conventional concrete
blocks, particularly, e.g., tetrapods and hollow-triangle blocks,
their combined assembling is of only one combination.
Regarding stability, blocks made by the molds of the present
invention are as desirable as the conventional concrete blocks.
Then, regarding economy, too, the concrete blocks made by the molds
of the present invention are superior to the conventional ones in
the cost of both production and installation, particularly when it
is considered that the shape of the conventional block are
generally complicated so that they are not suitable to be formed in
large size, and yet the manufacture of their molds is very
costly.
Certain kinds of blocks manufactured by molds according to the
present invention are simple in their shape and the total area of
the molds is fairly small compared with that of the conventional
blocks. For instance, it is 38, 29, 18 and 15 percent less than the
area of the hollow-triangle blocks, hollow-square blocks,
tetrapods, and hexapod blocks, respectively.
Hitherto the manufacturing yard of the blocks has needed a
considerably large area. Since the shapes of the conventional
blocks are such that there is no alternative for them but to be
manufactured individually one by one, a large yard area is required
for manufacturing them. However, since the blocks made according to
the present invention can be manufactured by arranging them side by
side so as to be closely contacted with each other, the yard area
is one-third to one-sixth as large as that needed for tetrapods or
hexapod blocks. Therefore, the manufacturing cost of the blocks
according to the present invention can be economized from the point
of the manufacturing yard.
The advantage of manufacturing blocks in close contact with each
other as in the manner in accordance with the present invention is
not only a reduction in the area of a block-manufacturing yard, but
also the simplicity of the mold manufacturing process itself, since
the molds, when the blocks having been previously deposited are
used, are not necessary, except the mere application of craft paper
or similar material between their contact surfaces.
In concrete placing in freezing weather it is necessary to cure the
concrete blocks by keeping them warm till their compressive
strength amounts to 65 kg/cm.sup.2. However, in the conventional
blocks, since the curing equipment to keep them warm is costly, the
concrete placing in freezing weather is actually difficult.
Contrary to it, since the blocks manufactured by the molds
according to the present invention have surface areas only
one-third to one-sixth of those of conventional blocks, they can be
cured easily.
As for the area of a place in which the manufactured blocks are
temporarily stockpiled, it can be further saved. With the
conventional blocks, it is impossible to pile them up in
multi-stages. With the blocks of certain kinds molded in accordance
with the present invention, however, they can be heaped vertically
in multi-stages, with only a clearance rate of 14 percent. It is
also possible to travel a crawler crane or a tractor crane on the
piled blocks. Such advantages of the concrete blocks of the present
invention are not achieved in the conventional blocks.
As for the installation of concrete blocks, it can be easily
understood that it is easier with those which contact planely each
other in a simple shape than with those whose shapes are
complicated. It is particularly so in under-water work, in which
much of the diver's work is difficult such as groping. On those
points, too, the concrete blocks of the present invention are
advantageous over the conventional ones.
We described in the foregoing how the blocks manufactured by the
molds of the present invention are economically superior to
hitherto known blocks.
Further, since various type blocks of any shape can be manufactured
by the molds according to the present invention, they can be
selectively made to have shapes conforming to the condition of the
marine, coast or river in wave absorbing feet protection of
structures or flow regulation. Such a feature of the blocks is also
an advantage of the present invention over the known blocks.
Now we will explain the application of the hetero-shaped blocks
manufactured by the molds according to the present invention.
Firstly a breakwater construction will be explained as the first
example.
The application of the blocks to the construction of breakwaters
can be carried out in three different methods, that is,
constructing the body of a breakwater with blocks in pell-mell,
constructing the body of a breakwater with an orderly formation of
the blocks of various kinds, and constructing by covering the
surface of a breakwater body made of various conventional blocks or
materials other than conventional blocks with the blocks according
to the present invention for the purpose of wave absorption.
The pell-mell construction firstly mentioned can save the work
period remarkably when it is used for a breakwater of a harbour
which faces the open sea where calm days are limited throughout a
year, because, due to the pell-mell construction, the installing of
the blocks is not required to be carried out by divers, only
necessiating the free throwing of them so that a breakwater body is
formed.
The orderly formation secondly mentioned can save the construction
cost by making the cross sectional area of the breakwater body
small when it is used for a breakwater of a harbour in a closed sea
where it is calm throughout the year, but only being rough when in
typhoon season or during strong winds.
The covering the surface of a breakwater method lastly mentioned is
a method being able to be applied for a breakwater at whatever
harbour, and by using it a breakwater body can be made to have a
small cross section due to the fact of the decrease in the
intensive wave pressure and wave overtopping.
In all of the methods abovementioned, the energy of waves attacking
the breakwater constructed of the blocks according to the present
invention is dissipated and dispersed by the numerous projections
and voids formed by hetero-shaped blocks with the result that there
arises no large spray as in the conventional breakwaters.
Accordingly, the intensity of wave pressure is decreased and the
breakwater body itself can be economically reduced in cross
sectional area. Further, in the case where the blocks are mutally
combined, since there exist projections and voids which are capable
of being interlocked with each other, they stand against the wave
force so that there is no possibility of separation of the
blocks.
Next will be explained the application of the blocks according to
the present invention in a river work. The specially formed blocks
made by the molds according to the present invention are blocks
which can be vastly utilized in the river work. That is, they can
be utilized in revetments of river banks, protections of slopes
themselves and their feet, protection of river floors, spur dikes,
spillways, intake structures, and jetties at river mouths. Among
these, the foot-protection work, the floor protection work and the
spur dike form the essential parts of river works, so they are very
improtant.
The hetero-shaped blocks according to the present invention are
utilized in all of these works. Since these blocks can be made to
be adjusted their percentage of void, coefficient of roughness,
stability coefficient against overturning, sliding and etc. by
freely combining these specially shaped blocks, they can be made to
be most suitable to the condition of the foundation, bed
characteristics, and hydraulic condition of specific rivers.
It is an object of the present invention to provide a mold for use
in manufacturing concrete blocks for dissipating the water energy
in the sea and river works, the surfaces of which mold coming into
contact with concrete are composed of at least one set of plates
each having rectangular and L-shaped or -shaped configurations.
It is a further object of the present invention to provide molds
for making concrete blocks which are easily combined to be secured
or interlocked together so as to give various geometrical designs
or physical properties as percentage of void, coefficient of
roughness etc.
BRIEF DESCRIPTION OF THE DRAWINGS
These and other objects of the present invention will become more
apparent to those skilled in the art when considered in reference
to the following detailed description in the light of the
accompanying drawings and wherein;
FIG. 1 shows a plan view of configuration of respecitve surfaces of
a mold according to the present invention which come into contact
with concrete;
FIG. 2 is a perspective view of an L-type block which constitutes
one of the fundamental types manufactured by using two sets of
molds according to the present invention;
FIG. 3 is a perspective view of a -type block which also
constitutes another fundamental type manufactured by using two sets
of molds according to the present invention;
FIGS. 4 to 6 show respectively front elevational, plan and side
elevational views of the L-type block shown in FIG. 2;
FIGS. 7 to 9 show respectively front elevational, plan and side
elevational views of the -type block shown in FIG. 3;
FIGS. 10 and 11 show developements of the external surfaces of the
L- and -type blocks respectively shown in FIGS. 2 and 3
respectively;
FIGS. 12 to 40 show various blocks manufactured by combining the
molds according to the present invention in perspective view;
and
FIGS. 41 and 57 show various geometrical designs obtained by
combining the L-type blocks and -type blocks in plan view.
DESCRIPTION OF PREFERRED EMBODIMENT
Referring now to FIG. 1, there is shown a set of plates composing
the surfaces of a mold according to the present invention, wherein
are shown the plane shapes coming into contact with concrete. The
plates are composed of five rectangles 1, 2, 5, 6 and 7, and three
L-shapes 3, 4 or 4' as shown in FIG. 1. The dimensions of
respective sides and angles between adjoining two sides of each of
the plates are properly selected so that they form a mold when
assembled, as will be fully explained hereafter, and the preferred
dimensions are given it FIG. 1, wherein a respresents any numerical
value, and dimensions put in brackets denote those which can be
selected as desired. When two of each plate 1, 2, 3, 5, 6, 7 and
two of either 4 or 4' are combined with together, two fundamental
molds are obtainable. The first fundamental mold obtained by
combining two of each plate 1, 2, 3, 4, 5, 6 and 7 is shown in FIG.
2 in perspective view and in FIGS. 4, 5 and 6 in front elevational,
plan and side elevational views. As will be apparent from the
drawings, the mold has a shape that a guadratic prism with a square
cross section is bent to the right in a horizontal plane and then
made to stand up vertically at its end. We will call this mold
hereafter an "L-shaped mold" and a block manufactured by it an
"L-shaped block."
The second fundamental mold obtained by combining two of each plate
1, 2, 3, 4', 5, 6 and 7 is shown in FIG. 3 in perspective view and
in FIGS. 7, 8 and 9 in front elevational, plan and side elevational
views. As evident from FIG. 3, the mold has a shape that a
quadratic prism with a sqaure cross section is bent to the left in
horizontal plane and then made to stand up vertically at its end.
We will call this mold hereafter a " -shaped mold" and a block
manufactured by it a " -shaped mold."
The "L-shaped block" and " -shaped block" constitute two
fundamental types of blocks manufactured by the molds according to
the present invention.
FIGS. 10 and 11 show respectively developments of the outer surface
of the "L-shaped block" and " -shaped block." Comparing the
developments shown in FIGS. 10 and 11, it will be seen that both
Figures are symmetrical.
FIG. 12 shows in perspective view a block obtained by using two
sets of "L-shaped mold" and " -shaped mold" but with four plates 2
and 4.
FIG. 13 shows in perspective view a block obtained by using two
sets of L-shaped mold and -shaped mold but with four plates 2 and
7.
Similarly, FIGS. 14-19 show in perspective view blocks obtained by
using two sets of L-shaped mold and -shaped mold but with eight
plate 2 for FIGS. 14 and 15; four plates 3 and 7 for FIG. 6; four
plates 1 and 3 for FIG. 17; two plates 1 and 3 and four plates 7
for FIG. 18; and four plates 2 and 7 for FIG. 19.
FIGS. 20-23 show in perspective view blocks obtained by using four
sets of L-shaped mold and -shaped mold, in which FIG. 20 does not
use plates 1, 3 and 7, FIG. 21 uses eight plates 1 and 7, FIG. 22
uses eight plates 8 and sixteen plates 3, and FIG. 23 uses eight
plates 1, 3 and 7.
FIGS. 24-31 show in perspective view blocks obtained by using one
set of L-shaped mold and -shaped mold but excluding two plates
7.
FIGS. 32-37 show in perspective view blocks obtained by using two
sets of L-shaped mold and -shaped mold, in which block shown in
FIG. 32 is manufactured by the mold without seven plates 7 and four
plates 3, FIGS. 33 and 34 without four plates 1 and 7, FIG. 35
without four plates 1 and 3, FIG. 36 without two plates 1 and 3 and
four plates 7, and FIG. 37 without four plates 1 and 3.
FIG. 38 shows in perspective view a block obtained by using two
sets of -type mold but with two plates 1.
FIGS. 39 and 40 show blocks obtained by using one set of L-shaped
mold and -shaped mold except in the former, two plates 3 and, in
the latter, two plates 1.
We have described above and shown in FIGS. 12-40 in perspective
view the various blocks manufactured by using the molds according
to the present invention and also indicated the number of sets of
molds along with the plates not being used in respective blocks
shown in FIGS. 12-40. Since these blocks can be all composed of a
number of L-type block and -type block, instead of manufacturing
them by building up the molds solidly to deposit concrete therein,
they can also be manufactured by securing mutually the blocks
separately manufactured as L- or -type block or blocks by any
suitable manner.
Though the above twenty-nine hetero-shaped blocks have been given
as examples of blocks manufactured by the molds according to the
present invention, it will be appreciated that other than those
shown above numerous hetero-shaped blocks can be created by the
suitable selection of a number of L-shaped mold and -type mold.
Now, referring to FIGS. 41-57, there are shown geometrical plan
designs obtained by combining a number of L-type blocks or -type
blocks independently, or both together.
FIGS. 41 and 42 show designs obtained by combining the same number
of L- and -type blocks upward, whereby the blocks are arranged so
as to be shape and shape respectively. The solid percentage of void
which is defined as ratio of hollow volume of the block to the
solid volume of the external contour thereof is 59 percent for the
former, while that for the latter 57 percent. The solid percentage
of void thus defined will be hereafter designated as v.
FIG. 43 shows a design obtained by combining the same number of
L-type blocks upward and -type blocks downward, v being 49.5
percent.
FIGS. 44-46 shows designs obtained by combining the same number of
L- and -type blocks downward, each in a different manner, v for
each case being 42.9, 65.3 and 53.0 percent, respectively.
FIG. 47 shows a design obtained by arranging a number of -type
blocks downward on the L-type blocks of the same number which are
arranged upward in one row, whereby v is 14.0 percent.
FIG. 48 shows a design obtained by arranging the same number of L-
and -type blocks downward on the blocks shown in FIG. 43, v being
37.7 percent.
FIG. 49 shows a design obtained by massively arranging -type blocks
upward, v being 38.5 percent.
FIGS. 50-52 show designs obtained by arranging -type blocks upward
in three different manners, whereby v are 46.2, 42.5 and 65.6
percent, respectively.
FIG. 53 shows a design obtained by arranging -type blocks downward,
v being 47.3 percent.
FIG. 54 shows a design obtained by arranging L- and -type blocks
downward, v being 53.0 percent.
FIGS. 55-57 show design obtained by arranging L-type blocks upward
in three different manners, whereby v are 57.5, 57.5 and 57.0
percent.
* * * * *