[0001] This invention relates to masonry blocks.
[0002] The masonry blocks presently available have a number of significant disadvantages.
The concrete in the blocks is generally poorly compacted and the blocks have a low
permeability. They are difficult to lay correctly, do not form a strong bond at the
corners of a building structure and require concrete or mortar to bond the blocks
together. Other disadvantages will be well known to the skilled addressee.
[0003] It is an object of the present invention to provide masonry blocks which overcome
some, or all, of the above disadvantages.
[0004] It is a preferred object to provide masonry blocks which may be interlocked together.
[0005] It is a further preferred object to provide blocks which can be sealed together with
integral resilient seals.
[0006] It is a still further preferred object to provide blocks which can be manufactured
on a modular basis, e.g. with 1, 2, 3 or 4 holes.
[0007] Other preferred objects of the present invention will become apparent from the following
description.
[0008] In one aspect the present invention resides in a masonry block of concrete or like
material including:
a substantially rectangular block having at least one core hole therethrough;
a raised rim around the core hole at one end of the core hole;
a complementary recessed socket around the core hole at the other end of the core
hole, so arranged that at least one rim on one of said masonry blocks will engage
in a corresponding socket or sockets in a superimposed block.
[0009] In a second aspect, the present invention resides in a building construction incorporating
said masonry blocks.
[0010] Preferably the rims are inwardly tapered towards the top of the blocks and the sockets
have a corresponding taper.
[0011] The blocks may have one, two, three of four core holes, the lengths of the blocks
being arranged on a modular basis.
[0012] Preferably a pair of rubber, neoprene or other plastics material sealing strips are
engaged in slots in one end of the blocks to sealably engage the other end of adjacent
blocks. Sealing strips may also be provided between the rims around adjacent holes
in the masonry blocks to sealably engage a superimposed block (or blocks).
[0013] Preferably the concrete in the blocks has a high impermeability. Reinforcing wires
or fibres, e.g. of steel, glass or plastics material may be embedded in the concrete
to increase the strength of the blocks.
[0014] To enable the invention to be fully understood, a preferred embodiment will now be
described with reference to the accompanying drawings, in which:
Fig. 1 is a perspective top view of a four-hole block;
Fig. 2 is a perspective underside view corresponding to Fig. 1;
Fig. 3 is a sectional side view showing a block superimposed on two blocks in a lower
course, locking them together.
[0015] The block 10 is cast and compacted in concrete in a suitable steel mould, the blocks
being compacted by pressing a "gravity impact" compaction to form a dense, highly
impervious block.
[0016] The block is rectangular in plan, end view and side view, with side walls 11 and
end walls 12. The length of the side walls 11 is four times the width of the end walls
12.
[0017] Three intermediate walls 13, at equal spacings, combine with the-side- and end walls
to form four square core holes 14 through the block, the core holes 14 having equal
dimensions.
[0018] At the top of the block 10, a peripheral rim 15 is formed around each core hole,
each rim 15 having an inclined wall 16 the rim tapering inwardly towards the top of
the block. As shown in Fig. 1, the rims 15 are spaced from the side- and end-walls
11, 12 to provide a peripheral abutment face 17 around the top of the block, while
a raised portion 18 is provided between each pair of rims 15.
[0019] Referring now to Fig. 2, a peripheral abutment face 19 is provided around the bottom
of the block.
[0020] Recessed sockets 20, each having inwardly tapered walls 21 towards the top of the
block, surround the core holes 14., each socket 20 corresponding to a rim 15 around
the top of each core hole. As shown, the bottom face 22 of each intermediate wall
13 is spaced from the bottom of the block to provide clearance for the raised portions
18 when a block is superimposed on another block.
[0021] A pair of spaced, vertical grooves are formed in one of the end walls 12 and a neoprene
sealing strip 23 is firmly engaged in each groove. (Small neoprene sealing strips
may also be engaged in grooves extending across the block in the raised portions 18).
[0022] Referring to Fig. 3, a wall is constructed using the masonry blocks as follows.
[0023] A first block 10a is placed on a flat foundation (not shown). A second block 10b
is laid end to end to the first block 10a, the sealing strips 23 on the block 10b
engaging the adjacent end wall 12 of the block 10a. The first course of blocks is
completed by repeating this step.
[0024] The second course is then laid on top of the first course. As shown, the third block
10c is laid in half-bond, equally spanning the first- and second blocks 10a, 10b,
with 2 rims each of blocks 10a, 10b engaging in the complementary sockets 20 in the
block 10c. Sealing strips (of neoprene) 24 laid along the raised portions 18 of the
blocks 10a, 10b sealably engage the bottom faces 22 of the block 10c to form a seal
therebetween.
[0025] To finish the second course, blocks are laid in end-to-end relationship along the
top of the first course, locking adjacent blocks in the first course together.
[0026] - If block 10b was at the end, e.g., of a wall joined by another wall at right angles,
a single hole block would be laid to the right hand side of block 10c. A two, three
or four hole block is then laid over the free end of block 10b and along the block
(or blocks) of the second wall (at right angles to the wall shown) to join the two
walls together. In the third course, the blocks in that course would be laid over
that corner block.
[0027] For cyclonic areas, cyclone bolts can be passed down through the core holes 14, suitable
capping plates being laid along the top of the wall and the bolts placed under tension.
[0028] To increase the strength of the completed wall, soil, rock, concrete, or other filling
may be placed down the core holes. Alternatively, an insulating material may be placed
down the core holes.
[0029] In certain applications, rolled steel tubular sections may be passed down through
the core holes to form columns to strengthen the wall and at their tops, to support,
e.g., a roof structure.
[0030] It is preferred to select the height of the blocks so that full courses of the blocks
will accommodate existing standard door and/or window frames, while special lintel
beams can be provided which will interlock with the blocks by engagement with the
core holes.
[0031] Where a cavity wall structure is erected, using blocks in parallel spaced relationship,
galvanized ties can hold the walls relative to one another.
[0032] Advantages of the present invention include:
1. the masonry blocks have an extremely high impermeability, and combined with the
neoprene seals, can be used to form a highly weathertight construction;
2. the blocks interlock with each other and no mortar or cement is required to bond
the blocks together;
3. the blocks can be laid in quarter, half or threequarter bond, and the blocks can
be manufactured in modular lengths of one, two, three or four times the width of the
blocks;
4. the core holes through the blocks can receive, inter alia, rolled steel section
columns, filling or insulating material or cyclone bolts;
5. the blocks can be used with standard door and/or window frames, or with specially
designed lintel beams which interlock with the blocks;
6. cross walls and corners can be easily and effectively locked together; and
7. the blocks can be simply and efficiently cast in concrete, which may include suitable
reinforcing fibres or other material.
[0033] Various changes and modifications may be made to the arrangements described without
departing from the present invention. For example, a single neoprene seal may be provided
centrally of the second end wall to engage the adjacent end wall of a second block
between the seals in the end wall of that second block.
1. A masonry block of concrete or like material characterized by:
a substantially rectangular block having at least one core hole therethrough;
a peripheral rim around the core hole at one end of the core hole; and
a corresponding socket around the core hole at the other end of the core hole; so
arranged that at least one rim on one of said blocks will engage a corresponding socket
or sockets in a superimposed block.
2. A block as claimed in Claim 1 characterized in that:
the rims have inwardly tapering walls towards the end of the core holes; and the sockets
have walls with a corresponding taper.
3. A block as claimed in Claim 1 or Claim 2, characterized in that:
at least one intermediate wall is provided at spaced intervals from the end walls,
or adjacent intermediate walls, to form a plurality of substantially square core holes;
and
the length of the block is equal to the multiple of the width and the number of core
holes.
4. A block as claimed in any one of Claims 1 to 3 characterized in that:
a peripheral abutment face is formed around the top of the block, the rim or rims
being spaced from the side- and end-walls of the block; and
a corresponding peripheral abutment face is formed on the bottom of the block around
the socket or sockets.
5. A block as claimed in Claim 4, characterized in that:
a raised portion is provided between each adjacent pair of rims above the abutment
face, around the top of the block;
the bottom face of each intermediate wall is spaced a corresponding distance above
the peripheral abutment face around the bottom of the block.
6. A block as claimed in any one of Claims 1 to 5 characterized in that:
at least one sealing strip of rubber, neoprene or plastics material is provided in
at least one end of the block to engage the adjacent end wall of a second block when
the blocks are placed in end-to-end relationship.
7. A block as claimed in any one of Claims 1 to 6 characterized in that:
the block has a high impermeability, the block being cast in a mould and compaction
by a "gravity impact" method.