EP0115090A1 - Masonry blocks - Google Patents
Masonry blocks Download PDFInfo
- Publication number
- EP0115090A1 EP0115090A1 EP83200157A EP83200157A EP0115090A1 EP 0115090 A1 EP0115090 A1 EP 0115090A1 EP 83200157 A EP83200157 A EP 83200157A EP 83200157 A EP83200157 A EP 83200157A EP 0115090 A1 EP0115090 A1 EP 0115090A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- block
- blocks
- around
- walls
- core
- Prior art date
- Legal status (The legal status 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 status listed.)
- Withdrawn
Links
- 230000005484 gravity Effects 0.000 claims abstract description 3
- 238000000034 method Methods 0.000 claims abstract 2
- 239000004567 concrete Substances 0.000 claims description 9
- 230000002093 peripheral effect Effects 0.000 claims description 7
- 229920001084 poly(chloroprene) Polymers 0.000 claims description 7
- 238000007789 sealing Methods 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 6
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 238000005056 compaction Methods 0.000 claims description 2
- 229920001971 elastomer Polymers 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000000295 complement effect Effects 0.000 description 2
- 239000011810 insulating material Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
- E04B2/18—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/0215—Non-undercut connections, e.g. tongue and groove connections with separate protrusions
- E04B2002/0219—Non-undercut connections, e.g. tongue and groove connections with separate protrusions of pyramidal shape
Definitions
- This invention relates to masonry blocks.
- 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.
- blocks which can be manufactured on a modular basis, e.g. with 1, 2, 3 or 4 holes.
- the present invention resides in a masonry block of concrete or like material including:
- the present invention resides in a building construction incorporating said masonry blocks.
- the rims are inwardly tapered towards the top of the blocks and the sockets have a corresponding taper.
- the blocks may have one, two, three of four core holes, the lengths of the blocks being arranged on a modular basis.
- 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).
- 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.
- 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.
- 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.
- 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.
- a peripheral abutment face 19 is provided around the bottom of the block.
- each socket 20 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.
- 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).
- a wall is constructed using the masonry blocks as follows.
- 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.
- the second course is then laid on top of the first course.
- 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.
- blocks are laid in end-to-end relationship along the top of the first course, locking adjacent blocks in the first course together.
- 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.
- 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.
- soil, rock, concrete, or other filling may be placed down the core holes.
- an insulating material may be placed down the core holes.
- 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.
- galvanized ties can hold the walls relative to one another.
- 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.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
A masonry block (10), cast in a mould and compacted by a "gravity impact method" has one or more core holes (14) surrounded at one end by a rim (15) and at the other end by a socket (20), the rims (15) and sockets (20) having tapered walls (16) which form a line of contact to prevent ingress of water into the blocks by capillary means. The blocks are laid in bond so that each block in a course overlies, and engages, at least two blocks in the course below it.
Description
- This invention relates to masonry blocks.
- 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.
- It is an object of the present invention to provide masonry blocks which overcome some, or all, of the above disadvantages.
- It is a preferred object to provide masonry blocks which may be interlocked together.
- It is a further preferred object to provide blocks which can be sealed together with integral resilient seals.
- 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.
- Other preferred objects of the present invention will become apparent from the following description.
- 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.
- In a second aspect, the present invention resides in a building construction incorporating said masonry blocks.
- Preferably the rims are inwardly tapered towards the top of the blocks and the sockets have a corresponding taper.
- The blocks may have one, two, three of four core holes, the lengths of the blocks being arranged on a modular basis.
- 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).
- 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.
- 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.
- 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. - The block is rectangular in plan, end view and side view, with
side walls 11 andend walls 12. The length of theside walls 11 is four times the width of theend walls 12. - Three
intermediate walls 13, at equal spacings, combine with the-side- and end walls to form foursquare core holes 14 through the block, thecore holes 14 having equal dimensions. - At the top of the
block 10, aperipheral rim 15 is formed around each core hole, eachrim 15 having aninclined wall 16 the rim tapering inwardly towards the top of the block. As shown in Fig. 1, therims 15 are spaced from the side- and end- 11, 12 to provide awalls peripheral abutment face 17 around the top of the block, while a raisedportion 18 is provided between each pair ofrims 15. - Referring now to Fig. 2, a
peripheral abutment face 19 is provided around the bottom of the block. - Recessed
sockets 20, each having inwardlytapered walls 21 towards the top of the block, surround the core holes 14., eachsocket 20 corresponding to arim 15 around the top of each core hole. As shown, thebottom face 22 of eachintermediate wall 13 is spaced from the bottom of the block to provide clearance for the raisedportions 18 when a block is superimposed on another block. - A pair of spaced, vertical grooves are formed in one of the
end walls 12 and aneoprene 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). - Referring to Fig. 3, a wall is constructed using the masonry blocks as follows.
- 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 theadjacent end wall 12 of the block 10a. The first course of blocks is completed by repeating this step. - 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 thecomplementary sockets 20 in theblock 10c. Sealing strips (of neoprene) 24 laid along the raisedportions 18 of the blocks 10a, 10b sealably engage thebottom faces 22 of theblock 10c to form a seal therebetween. - 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.
- - 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. - 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. - 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.
- 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.
- 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.
- Where a cavity wall structure is erected, using blocks in parallel spaced relationship, galvanized ties can hold the walls relative to one another.
- 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.
- 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.
Claims (7)
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.
the block has a high impermeability, the block being cast in a mould and compaction by a "gravity impact" method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP83200157A EP0115090A1 (en) | 1983-01-26 | 1983-01-26 | Masonry blocks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP83200157A EP0115090A1 (en) | 1983-01-26 | 1983-01-26 | Masonry blocks |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| EP0115090A1 true EP0115090A1 (en) | 1984-08-08 |
Family
ID=8190925
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP83200157A Withdrawn EP0115090A1 (en) | 1983-01-26 | 1983-01-26 | Masonry blocks |
Country Status (1)
| Country | Link |
|---|---|
| EP (1) | EP0115090A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106164356A (en) * | 2014-04-08 | 2016-11-23 | 奥特发德国科技有限公司 | Jet beam and method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB165120A (en) * | 1920-09-10 | 1921-06-30 | William Bagguley | Improvements in and connected with the manufacture of bricks or blocks |
| US2687034A (en) * | 1950-08-08 | 1954-08-24 | Blanc Samuel | Interlocking building unit and hollow wall construction |
| GB1183955A (en) * | 1966-05-22 | 1970-03-11 | Schlackenaufbereitung Gmbh U C | Method of Producing Building Blocks |
| FR2202213A1 (en) * | 1972-10-06 | 1974-05-03 | Lacoste Andre | |
| EP0001360A1 (en) * | 1977-09-23 | 1979-04-04 | Insulock Corporation | Building block and structures formed therefrom |
-
1983
- 1983-01-26 EP EP83200157A patent/EP0115090A1/en not_active Withdrawn
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB165120A (en) * | 1920-09-10 | 1921-06-30 | William Bagguley | Improvements in and connected with the manufacture of bricks or blocks |
| US2687034A (en) * | 1950-08-08 | 1954-08-24 | Blanc Samuel | Interlocking building unit and hollow wall construction |
| GB1183955A (en) * | 1966-05-22 | 1970-03-11 | Schlackenaufbereitung Gmbh U C | Method of Producing Building Blocks |
| FR2202213A1 (en) * | 1972-10-06 | 1974-05-03 | Lacoste Andre | |
| EP0001360A1 (en) * | 1977-09-23 | 1979-04-04 | Insulock Corporation | Building block and structures formed therefrom |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106164356A (en) * | 2014-04-08 | 2016-11-23 | 奥特发德国科技有限公司 | Jet beam and method |
| CN106164356B (en) * | 2014-04-08 | 2019-09-06 | 奥特发德国科技有限公司 | Nozzle Beam and Method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
| AK | Designated contracting states |
Designated state(s): AT BE CH DE FR GB IT LI LU NL SE |
|
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
| 18D | Application deemed to be withdrawn |
Effective date: 19850718 |
|
| RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: MUND, BRYAN RAYMOND |