WO1993014281A1 - Protective walls and method of construction - Google Patents
Protective walls and method of construction Download PDFInfo
- Publication number
- WO1993014281A1 WO1993014281A1 PCT/US1993/000196 US9300196W WO9314281A1 WO 1993014281 A1 WO1993014281 A1 WO 1993014281A1 US 9300196 W US9300196 W US 9300196W WO 9314281 A1 WO9314281 A1 WO 9314281A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- wall
- blocks
- voids
- concrete
- vertical
- 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.)
- Ceased
Links
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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
- E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
-
- 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
-
- 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
- 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
- E04B2/26—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 the walls being characterised by fillings in all cavities in order to form a wall construction
-
- 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
- E04B2002/0208—Non-undercut connections, e.g. tongue and groove connections of trapezoidal shape
-
- 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
- E04B2002/0226—Non-undercut connections, e.g. tongue and groove connections with tongues and grooves next to each other on the end surface
-
- 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
- E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
- E04B2002/0254—Tie rods
Definitions
- the present invention relates to protective walls against blasts of bombs or missiles.
- this invention is concerned with light-weight protective walls that can be added onto existing structures.
- Bomb shelters are of course well-known to everyone. These generally comprise steel reinforced concrete structures, usually built underground, having thick walls.
- Above ground bomb shelters are almost non-existent and are certainly not available in ordinary apartments and offices, particularly on upper floors. Constructing conventional bomb shelters in such places as apartments and offices presents several problems. First of all, the room designated to be a shelter will become significantly smaller, due to the thick concrete reinforced walls that must be erected.
- the hollow building blocks are "Durisol" blocks composed of a mixture of mineralised wood shaving and concrete. These blocks are light— eight, in the order of about 0.9 tons per cubic meter, as opposed to 2.4 tons per cubic meter for concrete. They also have desirable characteristics with respect to fire resistance and sound absorption, as well as thermal insulation. Walls constructed with Durisol and having reinforced concrete beams are known as such in conventional construction. However, the use of this type of construction for providing blast-proof protective walls is unknown. Furthermore, it was surprisingly found that walls can be constructed with Durisol blocks in accordance with this invention as internal double walls in existing buildings, thus making it possible to provide blast shelters in every apartment on every floor by merely constructing such a wall up against any outside wall in any room.
- a further advantage of walls made from Durisol or similar blocks is the fact that they provide a decorative surface finish suitable for residential interiors, contrary to walls of poured reinforced concrete or cinder blocks.
- Durisol blocks Yet another aesthetic benefit from the use of the Durisol blocks is the fact that they are placed directly on top of and adjacent to one another without requiring any binder layer, such as grout or cement.
- Figure 1 is a frontal view of a protective wall constructed in accordance with this invention.
- Figures 2a, 2b and 2c are respectively a perspective, top and side view of a Durisol block as known, which is used for constructing a wall according to this invention;
- Figure 3 is a cross-sectional view of the front of the wall of Figure 1 ;
- Figure 4 is a cross-sectional view as seen from the top of the wall of Figure 12.
- FIG. 1 there is shown a wall 1 constructed with Durisol building blocks 2 which have a decorative finish.
- This wall is constructed within a frame 3 of reinforced concrete all around the wall.
- the surface finish on the blocks 2 is naturally decorative enough to be suitable for the interior of an apartment, without requiring further finishing.
- the wall consists of blocks 2 placed on top of one another 4 and next to each other 5 without any spaces left between blocks, thus not requiring any caulking or grouting which would detract from the attractive natural surface of the wall.
- FIGS. 2a, 2b and 2c illustrate the basic building block suitable for the construction of wall 1.
- the Durisol blocks 2 are composed of a mixture of mineralised wood shaving and concrete, with high energy absorption capablity and light— eight.
- These blocks 2 are similar to conventional blocks in dimensions and comprise front walls 10 and side walls 11 and generally have a centre partition wall 12, leaving two hollow sections 13.
- the side walls 11 and partition 12 have their upper ends grooved 14 to enable steel reinforcing rods to be placed therein.
- Side walls 11 further comprise a longitudinal extension 15 across about one half of the width of the wall, this extension serving as a tongue for fitting into a corresponding groove 16 when the blocks are placed alongside one another.
- a reinforced concrete frame bottom ' 20 as shown in Figure 3
- the blocks 2 are placed thereon in a row adjacent one another.
- a steel reinforcing rod 21 is then placed horizontally within the trough formed by the adjacent grooves 14 of the blocks 2 extending 22 beyond the terminal blocks 2a and 2b.
- a second layer of blocks 2 is placed staggered on top of the first layer, so that the partitions 12 are aligned above the walls 11 of the blocks with the hollow sections 13 forming vertical cavities.
- Steel reinforcing rods 24 are introduced vertically into the cavities 13 and concrete is then poured into these cavities 13 to fill the voids and form a web of vertical and horizontal steel reinforced concrete beams within the blocks.
- the terminal ends 22 of the steel reinforcing rods are then embedded in concrete which completes the reinforcing frame 3 around the wall 1.
- the vertical steel reinforcing rods 24 can be inserted into the cavities 13 of the blocks 2 after the first layer of blocks and horizontal steel rods 21 have have been placed in position and tied to the horizontal steel rods 21 where they cross each other 25. Subsequent layers of blocks are then slipped over the vertical steel reinforcing rods 24 and placed in position with the vertical and horizontal steel bars being tied together wherever they cross each other.
- the core is connected via the reinforcing steel to the reinforced concrete framework of the building Additional strengthening of the protective wall may be accomplished by providing prestressing (post—tension) at the top and bottom and on either side of the wall.
- This prestress strengthens the membrane (wall) formed by the Durisol blocks and also strengthens its connection to the framework.
- a wall consisting of conventional building blocks internally reinforced with steel bars;
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A bomb blast protective wall consisting of light-weight high energy absorbing hollow building blocks (2) placed in direct contact on top of and next to one another, said hollow blocks providing vertical and horizontal voids (11, 14), said voids having disposed therein an interconnected web of vertical and horizontal steel reinforced concrete beams (21, 24), said reinforcements extending beyond said wall into a retaining frame structure (3), and a method for making a conventionally constructed room protected against bomb blast by constructing such a wall adjacent the outside wall of the room.
Description
PROTECTIVE WALLS AND METHOD OF CONSTRUCTION
FIELD OF THE INVENTION
The present invention relates to protective walls against blasts of bombs or missiles. In particular this invention is concerned with light-weight protective walls that can be added onto existing structures.
BACKGROUND OF THE INVENTION Bomb shelters are of course well-known to everyone. These generally comprise steel reinforced concrete structures, usually built underground, having thick walls. The recent Gulf War, with the accompanying missile attacks on urban centres and the constant fear of an imminent chemical attack, sewed utter confusion among the civilian population. This was due primarily because for protection against missile attack it is safest to be underground in a regular bomb shelter, whereas in case of a chemical attack it is best to be high up. Above ground bomb shelters are almost non-existent and are certainly not available in ordinary apartments and offices, particularly on upper floors. Constructing conventional bomb shelters in such places as apartments and offices presents several problems. First of all, the room designated to be a shelter will become significantly smaller, due to the thick concrete reinforced walls that must be erected.
*| Secondly, such concrete reinforced walls present an acute
* weight burden on the floor of the structure and if a number of such walls are erected in a building, the
overall additional weight may cause unacceptable weakening of the basic structure, resulting in its collapsing.
SUMMARY OF THE INVENTION
It is the object of the present invention to provide a bomb blast protective wall consisting of light-weight high enery absorbing hollow building blocks, placed in direct contact on top of and next to one another, said hollow blocks providing vertical and horizontal voids, said voids having disposed therein vertical and horizontal steel reinforced concrete beams, said reinforcements extending beyond said wall into a retaining frame structure.
Preferably the hollow building blocks are "Durisol" blocks composed of a mixture of mineralised wood shaving and concrete. These blocks are light— eight, in the order of about 0.9 tons per cubic meter, as opposed to 2.4 tons per cubic meter for concrete. They also have desirable characteristics with respect to fire resistance and sound absorption, as well as thermal insulation. Walls constructed with Durisol and having reinforced concrete beams are known as such in conventional construction. However, the use of this type of construction for providing blast-proof protective walls is unknown. Furthermore, it was surprisingly found that walls can be constructed with Durisol blocks in accordance with this invention as internal double walls in existing buildings, thus making it possible to provide blast shelters in every
apartment on every floor by merely constructing such a wall up against any outside wall in any room.
A further advantage of walls made from Durisol or similar blocks is the fact that they provide a decorative surface finish suitable for residential interiors, contrary to walls of poured reinforced concrete or cinder blocks.
BRIEF DESCRIPTION OF THE DRAWINGS Yet another aesthetic benefit from the use of the Durisol blocks is the fact that they are placed directly on top of and adjacent to one another without requiring any binder layer, such as grout or cement.
The invention will be better understood with reference to the drawings, in which -
Figure 1 is a frontal view of a protective wall constructed in accordance with this invention;
Figures 2a, 2b and 2c are respectively a perspective, top and side view of a Durisol block as known, which is used for constructing a wall according to this invention;
Figure 3 is a cross-sectional view of the front of the wall of Figure 1 ; and
Figure 4 is a cross-sectional view as seen from the top of the wall of Figure 12.
DETAILED DESCRIPTION OF THE INVENTION
Referring now to Figure 1 , there is shown a wall 1 constructed with Durisol building blocks 2 which have a decorative finish. This wall is constructed within a
frame 3 of reinforced concrete all around the wall. The surface finish on the blocks 2 is naturally decorative enough to be suitable for the interior of an apartment, without requiring further finishing. The wall consists of blocks 2 placed on top of one another 4 and next to each other 5 without any spaces left between blocks, thus not requiring any caulking or grouting which would detract from the attractive natural surface of the wall.
For a better understanding of the construction of this wall, we refer to Figures 2a, 2b and 2c, which illustrate the basic building block suitable for the construction of wall 1. The Durisol blocks 2 are composed of a mixture of mineralised wood shaving and concrete, with high energy absorption capablity and light— eight.
They also have very good chacteristics with respect to fire resistance, sound absorption and thermal insulation.
These blocks 2 are similar to conventional blocks in dimensions and comprise front walls 10 and side walls 11 and generally have a centre partition wall 12, leaving two hollow sections 13. The side walls 11 and partition 12 have their upper ends grooved 14 to enable steel reinforcing rods to be placed therein. Side walls 11 further comprise a longitudinal extension 15 across about one half of the width of the wall, this extension serving as a tongue for fitting into a corresponding groove 16 when the blocks are placed alongside one another.
In constructing the wall according to this invention, for example in the case of a free—standing wall, there is first poured a reinforced concrete frame bottom '20, as
shown in Figure 3, and the blocks 2 are placed thereon in a row adjacent one another. A steel reinforcing rod 21 is then placed horizontally within the trough formed by the adjacent grooves 14 of the blocks 2 extending 22 beyond the terminal blocks 2a and 2b. A second layer of blocks 2 is placed staggered on top of the first layer, so that the partitions 12 are aligned above the walls 11 of the blocks with the hollow sections 13 forming vertical cavities.
Further rows of blocks are added up to the desired height of the wall. Steel reinforcing rods 24 are introduced vertically into the cavities 13 and concrete is then poured into these cavities 13 to fill the voids and form a web of vertical and horizontal steel reinforced concrete beams within the blocks. The terminal ends 22 of the steel reinforcing rods are then embedded in concrete which completes the reinforcing frame 3 around the wall 1.
Alternatively, the vertical steel reinforcing rods 24 can be inserted into the cavities 13 of the blocks 2 after the first layer of blocks and horizontal steel rods 21 have have been placed in position and tied to the horizontal steel rods 21 where they cross each other 25. Subsequent layers of blocks are then slipped over the vertical steel reinforcing rods 24 and placed in position with the vertical and horizontal steel bars being tied together wherever they cross each other.
When such a protective wall is constructed in an existing apartment, the core is connected via the reinforcing steel to the reinforced concrete framework of the building
Additional strengthening of the protective wall may be accomplished by providing prestressing (post—tension) at the top and bottom and on either side of the wall.
This prestress strengthens the membrane (wall) formed by the Durisol blocks and also strengthens its connection to the framework.
Experiments were conducted to determine the resistance to blast of various walls constructed of different materials. Five types of walls were tested, including —
a) A wall consisting of conventional building blocks internally reinforced with steel bars;
b) A wall constructed of conventional building blocks to which plates of ferro—cement were glued on their inside surface to provide reinforcement;
c) A wall made of solid blocks of silicate.
d) A wall made of Itong blocks reinforced with beams; and
e) A wall made of Durisol blocks according to the invention.
All these walls were approximately 3.6 m long and 2.75 m high and reinforced with concrete beams all around. An
explosive device was detonated equidistant from all the walls. The results showed that the wall e) in accordance with the present invention had complete blast resistance and was far superior to the other walls a)—d) which underwent varying degrees of destruction.
Claims
1. A bomb blast protective wall consisting of light— eight high energy absorbing hollow building blocks, placed in direct contact on top of and next to one another, said hollow blocks providing vertical and horizontal voids, said voids having disposed therein an interconnected web of vertical and horizontal steel reinforced concrete beams, said reinforcements extending beyond said wall into a retaining frame structure.
2. A protective wall as in Claim 1, wherein the steel reinforced beams comprise steel rods prestressed before encasing in concrete.
3. A wall as in Claims 1 or 2, wherein the blocks comprise a mixture of mineralised wood shaving and concrete.
4. A wall as in Claim 1 , wherein the blocks are light— eight in the order of less than 1 ton per cubic meter.
5. A wall as in Claim 1 , wherein said blocks have a natural decorative finish, are fire resistant, sound absorbing and thermally insulating.
6. A method of providing a bomb blast secure room in conventionally constructed unprotected houses or apartments comprising constructing a protective wall as in
Claim 1 adjacent the outside wall of a room and anchoring said protective wall to the reinforcement of the existing house framework.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB9413841A GB2278620B (en) | 1992-01-10 | 1993-01-11 | Protective walls and method of construction |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| IL100624 | 1992-01-10 | ||
| IL10062492A IL100624A (en) | 1992-01-10 | 1992-01-10 | Protective walls and method of construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO1993014281A1 true WO1993014281A1 (en) | 1993-07-22 |
Family
ID=11063253
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/US1993/000196 Ceased WO1993014281A1 (en) | 1992-01-10 | 1993-01-11 | Protective walls and method of construction |
Country Status (4)
| Country | Link |
|---|---|
| AU (1) | AU3582193A (en) |
| GB (1) | GB2278620B (en) |
| IL (1) | IL100624A (en) |
| WO (1) | WO1993014281A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1998000612A1 (en) | 1996-06-28 | 1998-01-08 | Yermiyahu Negri | Hollow building block and protective wall construction therewith |
| CN102310459A (en) * | 2010-06-30 | 2012-01-11 | 福建大地生态科技实业有限公司 | Method for manufacturing high-intensity hollow building blocks from fly ash and mountain flour, and product |
| WO2016080938A1 (en) * | 2014-11-19 | 2016-05-26 | Renco World Corporation | A multi-floor structure production method |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1884319A (en) * | 1929-08-10 | 1932-10-25 | Kenneth L Smith | Wall structure |
| US2153913A (en) * | 1938-01-10 | 1939-04-11 | Blackwell Elie Owen | Building block |
| CA480594A (en) * | 1952-01-29 | Wilfrid Langlois Jean | Agglomerated bondstone in cement | |
| US2825221A (en) * | 1952-12-18 | 1958-03-04 | Brouk Joseph John | Wall embodying masonry panels |
| US2994162A (en) * | 1957-07-05 | 1961-08-01 | Frantz Markey | Building block and wall construction made therefrom |
| US3171772A (en) * | 1960-05-03 | 1965-03-02 | Skanska Cementgjuteriet Ab | Reinforced plastic covering plate |
| DE2644897A1 (en) * | 1976-10-05 | 1978-04-06 | Alpine Iso Span Gmbh | Hollow insulated building block - has insulating layer of rigid foam plastics mounted on inner wall with block acting as formwork for poured concrete |
| USD266362S (en) * | 1980-03-25 | 1982-09-28 | Coelho Dos Santos Jose | Building block |
| US4577447A (en) * | 1981-10-13 | 1986-03-25 | Doran William E | Construction block |
| FR2612971A1 (en) * | 1987-03-27 | 1988-09-30 | Durisol France | Masonry shuttering block, and masonry work built using this block |
-
1992
- 1992-01-10 IL IL10062492A patent/IL100624A/en not_active IP Right Cessation
-
1993
- 1993-01-11 WO PCT/US1993/000196 patent/WO1993014281A1/en not_active Ceased
- 1993-01-11 GB GB9413841A patent/GB2278620B/en not_active Expired - Fee Related
- 1993-01-11 AU AU35821/93A patent/AU3582193A/en not_active Abandoned
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA480594A (en) * | 1952-01-29 | Wilfrid Langlois Jean | Agglomerated bondstone in cement | |
| US1884319A (en) * | 1929-08-10 | 1932-10-25 | Kenneth L Smith | Wall structure |
| US2153913A (en) * | 1938-01-10 | 1939-04-11 | Blackwell Elie Owen | Building block |
| US2825221A (en) * | 1952-12-18 | 1958-03-04 | Brouk Joseph John | Wall embodying masonry panels |
| US2994162A (en) * | 1957-07-05 | 1961-08-01 | Frantz Markey | Building block and wall construction made therefrom |
| US3171772A (en) * | 1960-05-03 | 1965-03-02 | Skanska Cementgjuteriet Ab | Reinforced plastic covering plate |
| DE2644897A1 (en) * | 1976-10-05 | 1978-04-06 | Alpine Iso Span Gmbh | Hollow insulated building block - has insulating layer of rigid foam plastics mounted on inner wall with block acting as formwork for poured concrete |
| USD266362S (en) * | 1980-03-25 | 1982-09-28 | Coelho Dos Santos Jose | Building block |
| US4577447A (en) * | 1981-10-13 | 1986-03-25 | Doran William E | Construction block |
| FR2612971A1 (en) * | 1987-03-27 | 1988-09-30 | Durisol France | Masonry shuttering block, and masonry work built using this block |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1998000612A1 (en) | 1996-06-28 | 1998-01-08 | Yermiyahu Negri | Hollow building block and protective wall construction therewith |
| EP0922145A4 (en) * | 1996-06-28 | 2001-01-24 | Yermiyahu Negri | Hollow building block and protective wall construction therewith |
| CN102310459A (en) * | 2010-06-30 | 2012-01-11 | 福建大地生态科技实业有限公司 | Method for manufacturing high-intensity hollow building blocks from fly ash and mountain flour, and product |
| WO2016080938A1 (en) * | 2014-11-19 | 2016-05-26 | Renco World Corporation | A multi-floor structure production method |
Also Published As
| Publication number | Publication date |
|---|---|
| GB9413841D0 (en) | 1994-08-31 |
| IL100624A (en) | 1994-01-25 |
| GB2278620A (en) | 1994-12-07 |
| GB2278620B (en) | 1995-06-07 |
| AU3582193A (en) | 1993-08-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5862640A (en) | Protective walls and method of construction | |
| US9206597B2 (en) | Unitized post tension block system for masonry structures | |
| EP0300949B1 (en) | Building structure having high blast and penetration resistance | |
| US5038541A (en) | Polymer building wall form construction | |
| US6167671B1 (en) | Prefabricated concrete wall form system | |
| US5007218A (en) | Masonry block wall system and method | |
| US5138808A (en) | Masonry block wall system and method | |
| US4530191A (en) | Isothermic wall with three dimensional framework and process of constructing same | |
| US11795681B2 (en) | Structural frame for a building and method of constructing the same | |
| US8429876B2 (en) | Concrete rib construction method | |
| CA2324132C (en) | Interlocking concrete block | |
| US9598865B2 (en) | Ecological house | |
| Korkmaz et al. | Earthquake hazard and damage on traditional rural structures in Turkey | |
| ES2664771T3 (en) | A multi-storey apartment building and a method to build such a building | |
| US9353520B2 (en) | Energy and weight efficient building block, manufacturing and application process thereof | |
| EP0584093B1 (en) | Building elements | |
| US5887405A (en) | Precast integral structure elements and procedure for the fast construction of buildings with such elements | |
| WO1993014281A1 (en) | Protective walls and method of construction | |
| GB2071725A (en) | System of construction or composite structural members with various captive infilling materials | |
| AU711337B2 (en) | Hollow building block and protective wall construction therewith | |
| RU2350717C1 (en) | Tall building | |
| RU2137887C1 (en) | Walling structure | |
| EP1120505B1 (en) | A building block suitable for the construction of dry-stacking high performance masonry walls | |
| KR102601231B1 (en) | Plate-shaped housing lintel and lintel construction method using the same | |
| US3230679A (en) | Wall structure having prefab joist sections |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| AK | Designated states |
Kind code of ref document: A1 Designated state(s): AT AU BB BG BR CA CH DE DK ES FI GB HU JP KP KR LK LU MG MN MW NL NO NZ PL RO RU SD SE US |
|
| AL | Designated countries for regional patents |
Kind code of ref document: A1 Designated state(s): AT BE CH DE DK ES FR GB GR IE IT LU MC NL PT SE BF BJ CF CG CI CM GA GN ML MR SN TD TG |
|
| DFPE | Request for preliminary examination filed prior to expiration of 19th month from priority date (pct application filed before 20040101) | ||
| REG | Reference to national code |
Ref country code: DE Ref legal event code: 8642 |
|
| 122 | Ep: pct application non-entry in european phase | ||
| NENP | Non-entry into the national phase |
Ref country code: CA |
|
| ENP | Entry into the national phase |
Ref country code: US Ref document number: 1998 94117 Date of ref document: 19980609 Kind code of ref document: A Format of ref document f/p: F |