AU743289B2 - Building block - Google Patents

Building block Download PDF

Info

Publication number
AU743289B2
AU743289B2 AU48085/99A AU4808599A AU743289B2 AU 743289 B2 AU743289 B2 AU 743289B2 AU 48085/99 A AU48085/99 A AU 48085/99A AU 4808599 A AU4808599 A AU 4808599A AU 743289 B2 AU743289 B2 AU 743289B2
Authority
AU
Australia
Prior art keywords
block
blocks
wall
top surface
level
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.)
Expired
Application number
AU48085/99A
Other versions
AU4808599A (en
Inventor
Brett Kerry Mason
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fletcher Building Holdings Ltd
Original Assignee
FLETCHER CHALLENGE Ltd
MASSTEC IND Ltd
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
Application filed by FLETCHER CHALLENGE Ltd, MASSTEC IND Ltd filed Critical FLETCHER CHALLENGE Ltd
Publication of AU4808599A publication Critical patent/AU4808599A/en
Application granted granted Critical
Publication of AU743289B2 publication Critical patent/AU743289B2/en
Assigned to FLETCHER CHALLENGE FORESTS LIMITED, MASSTEC INDUSTRIES LIMITED reassignment FLETCHER CHALLENGE FORESTS LIMITED Request to Amend Deed and Register Assignors: FLETCHER CHALLENGE LIMITED, MASSTEC INDUSTRIES LIMITED
Assigned to FLETCHER BUILDING HOLDINGS LIMITED reassignment FLETCHER BUILDING HOLDINGS LIMITED Alteration of Name(s) in Register under S187 Assignors: FLETCHER CHALLENGE FORESTS LIMITED, MASSTEC INDUSTRIES LIMITED
Anticipated expiration legal-status Critical
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/025Retaining or protecting walls made up of similar modular elements stacked without mortar
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00Building elements of block or other shape for the construction of parts of buildings
    • E04C1/39Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
    • E04C1/395Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra for claustra, fences, planting walls, e.g. sound-absorbing

Description

WO 00/08261 PCT/NZ99/00117 BUILDING BLOCK TECHNICAL FIELD This invention relates to a building block and particularly, but not exclusively to a building block for use in constructing a retaining or coastal protection wall.
BACKGROUND OF THE INVENTION Retaining walls and coastal protection walls are required to sustain all weather conditions and large stresses over long periods. It is also a requirement in many instances that the wall retain an attractive appearance or at the least not be a prominent defacement to the surrounding environment.
Timber has been used for constructing retaining walls. However, timber has the disadvantages of splintering and decaying over time.
Furthermore, timber walls typically require the use of chemical preservatives like creosote, nickel or arsenic which are potentially hazardous both to the environment and the handlers of these chemicals.
Quality timber is in high demand world-wide and supply is limited and therefore alternative materials are sought which can give an economic and environmental advantage over timber.
Cast-in-place concrete and conventional mortared masonry walls have also been used for constructing retaining walls. These are inflexible and are susceptible to stresses created by movement and settlement of the material being retained and foundations of the wall.
Furthermore, water may be trapped behind walls of this type, resulting in the development of hydrostatic pressure behind the wall. This WO 00/08261 PCT/NZ99/00117 2 pressure may place further strain on the wall, perhaps shortening its life span. Furthermore, walls of this type may be unattractive in many surroundings as they do not readily allow plants to grow over the surface of the wall. Cast-in-place walls require a cast to be constructed in the right position and means to get the concrete slurry into the cast.
This can be difficult to achieve in areas where access is limited.
Segmental retaining walls have been used widely for centuries.
However, many wall constructions have traditionally required internal steel reinforcement. Corrosive expansion of the reinforcing steel or other metal could exceed the capacity of the block to contain the extra volume, weakening the blocks and the wall which they form. Also, traditional segmental retaining walls may allow water to pass through the wall only between the gaps in the blocks or not at all, creating hydrostatic pressure. Also, steel reinforcement can protrude from any grassed upper wall surface causing problems to motor mowers.
OBJECT OF THE INVENTION It is an object of the present invention to overcome or at least alleviate problems in wall constructions at the present and/or to overcome problems in segmental walls at the present by providing a new block or at least to provide the public with a useful choice.
SUMMARY OF THE INVENTION According to one aspect of the present invention there is provided a block for use in construction of an inclined wall, said block including a top surface and a multiple level bottom surface wherein a front level of the bottom surface is substantially parallel to the top surface and the rear of the bottom surface is displaced further from the PCT/NZ99/00117 Received 04 May 2000 3 top surface than the front of the bottom surface so that a plurality of the blocks may be mounted one on top of the other in forming a stepped vertical face, said block being constructed from a permeable or porous concrete.
Preferably, the block includes substantially vertical sides arranged so that the left and right extremities of the block are defined by a substantially vertical edge between two sides of the block.
Preferably, the front and rear levels of the bottom surface are separated by a transitional surface substantially perpendicular to the front level of the bottom surface.
Preferably, the block includes six sides, the front side defining a plane parallel to the transitional surface.
Preferably, the edges at the left and right extremities of the block are positioned closer to the front of the block than the rear by a certain extent.
Preferably, the edges at the left and right extremities of the block define a curved transition between the two sides of the block.
Preferably, the block includes lifting means on or near the top surface.
Preferably, the block is adapted to receive a decorative veneer on at least one side of the block.
SAMENDED SEF-
IFF.AAU
PCT/NZ99/00117 Received 04 May 2000 4 Preferably, the block includes a veneer on the front side of the block.
According to another aspect of the present invention there is provided a block as substantially herein described and with reference to the accompanying drawings.
According to a further aspect of the present invention there is provided a method of constructing an inclined wall including stacking a plurality of blocks, each block being constructed of a permeable or porous concrete and including a top surface and a multiple level bottom surface wherein the front level of the bottom surface is substantially parallel to the top surface and the rear level of the bottom surface is displaced further from the top surface than the front level of the bottom surface, the top surface of a lower block being positionable so as to be accommodated by the top level of the bottom surface of a block immediately above.
Preferably, the method includes orienting the blocks so that adjacent blocks only abut each other by an edge and a front surface of the block is parallel to the line of the wall.
Preferably, the method includes placing upper blocks so that they are centred at the transition between two blocks below it.
Preferably, the method includes providing blocks with a reduced distance from the front to the rear sides and placing them in the wall as required to facilitate a curve in the wall.
Preferably, the method includes providing blocks of at least two heights to allow the wall to be stepped up a slope along its length.
AMENDED SHEE
IPEA/AU
WO 00/08261 PCT/NZ99/001 17 Preferably, the method further includes placing a veneer over at least one side of the blocks.
According to a still further aspect of the present invention there is provided a method of constructing an inclined wall as substantially herein described by way of example and with reference to the accompanying drawings.
BRIEF DESCRIPTION OF THE DRAWINGS FIGURES 1A-C: show schematic representations of a plan, front and side view of the block respectively.
FIGURES 2A-B: show schematic representations of a bottom and rear view of the block respectively.
FIGURES 3A-B: show schematic representations of two perspective views of the block.
FIGURE 4: FIGURE 5: shows a schematic representation of a side view of a retaining wall using one embodiment of the block in Figures 1-3.
shows a schematic representation of a side view of a second embodiment of a retaining wall.
shows a schematic representation of a front view of one embodiment of a retaining wall constructed on a sloped foundation material.
FIGURE 6: WO 00/08261 PCT/NZ99/001 17 6 FIGURE 7: shows a schematic representation of a front-view of a second embodiment of a retaining wall constructed on a sloped foundation material.
FIGURE 8: shows a front schematic representation of a retaining wall constructed with a concave curve.
FIGURE 9: shows a rear schematic representation of the retaining wall of Figure 8.
BRIEF DESCRIPTION OF PREFERRED EMBODIMENTS OF THE INVENTION Referring first to Figure 1 A, a top view of one embodiment of the block 1 is shown. The block 1 may have six sides 3a-f and a lifting means 8 located on the top surface 4, preferably at the centre of gravity of the block 1. The lifting means may be a metal lug, rebar lifting device or any other appropriate device secured to the block 1.
Sides 3a and 3b of block 1 form an edge 6 which defines the left-most extremity of the block 1. Similarly sides 3d and 3e form an edge 7 at the right-most extremity. Therefore when two blocks 1 are placed adjacent to each other, they can relatively easily pivot about each other. This may give a wall constructed from blocks 1 three main advantages. The first is that a wall can be constructed having a curve or corner in it by pivoting adjacent blocks relative to each other. The second is that individual blocks 1 in a wall can move relative to each other, relieving large stresses and decreasing the chance of failure and/or increasing the life span of the wall. The third advantage of the edges 6 and 7 being at the side extremities of the block is that water can relatively easily travel between the blocks in this area, avoiding trapping water behind the wall. This avoids a hydrostatic pressure PCT/NZ99/001 17 Received 04 May 2000 7 build-up that can shorten the life span of a wall. To provide further flow of water through the wall, the blocks are made from permeable or porous concrete.
The block 1 may be cast with one or more apertures 18a in, for example, its top surface 4 to receive guard rail posts or the like.
Figures 1 B and 1 C clearly show that the bottom surface 5 may have two levels with the forward level 5a being above the rear level The angle formed by the transition surface 5c between the two levels preferably matches the angle between the top surface 4 and side 3c and is preferably perpendicular, but may be angled or curved as appropriate.
Blocks 1 can then be stacked on top of each other so that upper blocks are offset towards the rear of the lower blocks and the transition surface 5c between levels 5a and 5b prevents the upper blocks from sliding forwards. The height of the step or transition surface 5c an be of any required value and may vary with different blocks 1 used in the same retaining wall. Similarly, the size of the respective areas 5a and can be varied as required.
In Figure 1 c, a through aperture 18b is shown extending between the front face 3f and the rear face 3c. This aperture 18b can be provided by casting the block around a metal or plastic tube for example. The aperture 18b can be used for tie backs, bolts, or the like to hold the blocks 1 in position.
Figure 2A shows a bottom view of a schematic representation of an example of a block 1 according to the present invention. Level 5b is shown to extend along about 20% of the surface 5. This may be varied to give a required offset between stacked upper and lower blocks 1 thereby obtaining a required inclination of a wall constructed by a 4AMENDED
SHEET
IPJEAAU
WO 00/08261 PCT/NZ99/00117 8 plurality of blocks 1. Figure 2B shows a rear view of block 1, on its side, showing with a flat rear face 3c and the angled side faces 3b and 3d.
Now referring to Figures 3A and 3B, two perspective views of a block 1 are shown. Lifting means 8 may be positioned slightly towards the rear of the block 1 to keep it in the centre of gravity due to the extra weight at the rear caused by the split level surface Figure 4 shows a schematic representation of a side view of a retaining wall constructed using a plurality of stacked blocks 1 a and 1 b.
The base block 9 may have a single level bottom surface to avoid having to create a channel in the foundation material to accommodate the split bottom surface 5 of blocks 1. Preferably, the base block 9 has the same cross-section as blocks 1. In Figure 4, it is shown of lesser height than the central blocks la.
The wall retains material 10 and the overhang created by the split level surface 5 of blocks 1 prevents upper blocks from sliding off lower blocks in combination with the surface-to-surface friction between the blocks 1. A gravity wall structure constructed from blocks 1 must form a coherent weight that has sufficient width to prevent both sliding at the base and overturning of the mass about the toe of the structure under the action of lateral earth forces. Further wall stabilisation means (not shown) may be included with the block 1, and may include the use of tie-back devices of a type known in the industry protruding from the blocks 1 into the material 10 to be retained. Geosynthetic reinforcement may also be used to stabilise a wall constructed from blocks 1.
WO 00/08261 PCT/NZ99/00117 9 Figure 5 shows an alternative embodiment of a retaining wall constructed from blocks 1. In this embodiment base block 9 has a similar height to the central block la. Both Figures 4 and 5 show the use of variable height blocks 1 to result in a required height of the retaining wall.
Figure 6 shows a schematic representation of a front view of a retaining wall 100 according to the present invention. The blocks 1 in each vertical layer of the wall are shown to be centred on the gap between two blocks 1 in the layer above and below it. In the configuration shown in Figure 6, blocks 1 of different height are used to allow placement of the wall over a variable sloping foundation. The wall has been configured so as to retain a level top surface.
Figure 7 shows a schematic representation of a front view of a retaining wall 200 according to the present invention. In this embodiment the wall is stepped up both at its foundation and top surface. It will be appreciated that any configuration of blocks 1 of any number of heights could be used to create different wall profiles.
Figure 8 shows a front view of a curved wall 300 with a concave curve in it constructed from blocks 1. The blocks 1 are placed in the wall, with edges 6 and 7 of each block abutting each other, the surface of an upper block positioned on surface 4 of a lower block, and each layer displaced towards the rear of the layer below it to form an inclined wall. To allow the wall to retain uniform configuration on both side of any substantial curve, a block of substantially the same shape as block 1 except with a shortened distance between its front and rear faces (3c, 3f) and/or its side faces (3b, 3d) may be used at the curved portion of the wall. The amount the block is shortened would be related to how sharp a curve in the wall is required.
WO 00/08261 PCT/NZ99/00117 Figure 9 shows a rear view of the wall 300 of Figure 8 with the concave curve in it constructed from the blocks.
A wall constructed from blocks 1 may support grass or other plants growing on its surfaces. This can improve the appearance of the wall and provides a further advantage over walls constructed from castin-place concrete or mortared timber. Additionally, the wall may include a decorative veneer on at least one surface to improve its appearance or come in a variety of colours.
It will be appreciated, that although the above examples have been given in reference to a retaining wall, the same principles may be applied in the construction of a coastal protection wall or any other similar wall.
Where in the foregoing description, reference has been made to specific components or integers of the invention having known equivalents then such equivalents are herein incorporated as if individually set forth.
Although this invention has been described by way of example and with reference to possible embodiments thereof, it is to be understood that modifications or improvements may be made thereto without departing from the scope of the invention as defined in the appended claims.

Claims (17)

1. A block for use in construction of an inclined wall, said block including a top surface and a multiple level bottom surface wherein a front level of the bottom surface is substantially parallel to the top surface and a rear level of the bottom surface is displaced further from the top surface than the front level of the bottom surface, so that a plurality of the blocks may be mounted one on top of the other in forming a stepped vertical wall, the block being constructed from a permeable or porous concrete.
2. A block as claimed in claim 1, including substantially vertical sides arranged so that the left and right extremities of the block are each defined by a substantially vertical edge between two sides of the block.
3. A block as claimed in claim 2, wherein the edges at the left and right extremities of the block are positioned closer to the front of the block than the rear.
4. A block as claimed claim 2 or claim 3, wherein the edges at the left and right extremities of the block define an angled transition between the two sides of the block.
5. A block as claimed in any one of claims 1 to 4, wherein the front and rear levels of the bottom surface are separated by a transitional surface substantially perpendicular to the front level of the bottom surface.
6. A block as claimed in claim 5, including six sides, a front side defining a plane parallel to the transitional surface. SAMENDED SHEET IPEAIAV PCT/NZ99/001 17 Received 04 May 2000 12
7. A block as claimed in any one of the preceding claims, wherein the block includes lifting means on or near the top surface.
8. A block as claimed in any one of the preceding claims, wherein the block is adapted to receive a decorative veneer on at least one side of the block.
9. A block as claimed in claim 8, wherein the block includes a veneer on the front side of the block.
A block as substantially herein described and with reference to the accompanying drawings.
11. A method of constructing an inclined wall including stacking a plurality of blocks, each block being constructed of a permeable or porous concrete and including a top surface and a multiple level bottom surface wherein the front level of the bottom surface is substantially parallel to the top surface and the rear level of the bottom surface is displaced further from the top surface than the front level of the bottom surface, the top surface of a lower block being positionable so as to be accommodated by the bottom surface of a block immediately above.
12. A method of constructing an inclined wall as claimed in claim 11, including orienting the blocks so that laterally adjacent blocks abut only by a respective side. -I AMENDED SHEET IPEAIAU PCT/NZ99/00117 Received 04 May 2000 13
13. A method of constructing an inclined wall as claimed in either of claims 11 or 12, wherein the method includes placing upper blocks so that they are centred at the transition between two of said blocks below it.
14. A method of constructing an inclined wall as claimed in any one of claims 11 to 13, including providing blocks with a reduced distance between its front and rear faces and/or between its side faces and placing them in the wall as required to facilitate a curve in the wall.
A method of constructing an inclined wall as claimed in any one of claims 11 to 14, including providing blocks of reduced height along sections of the base and/or top surface of the wall.
16. A method of constructing an inclined wall as claimed in any one of claims 11 to 15, further including placing a veneer over at least one side of the blocks.
17. A method of constructing an inclined wall as substantially herein described by way of example and with reference to the accompanying drawings. File Ref: MH502516-142 AMENDED SHEEi IPEAIAU
AU48085/99A 1998-08-03 1999-07-27 Building block Expired AU743289B2 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
NZ33122598A NZ331225A (en) 1998-08-03 1998-08-03 Permeable interlocking concrete block for retaining walls having six sides with vertical central front face bordered by rearward angled faces and a fixing toe
NZ331225 1998-08-03
PCT/NZ1999/000117 WO2000008261A1 (en) 1998-08-03 1999-07-27 Building block

Publications (2)

Publication Number Publication Date
AU4808599A AU4808599A (en) 2000-02-28
AU743289B2 true AU743289B2 (en) 2002-01-24

Family

ID=19926862

Family Applications (1)

Application Number Title Priority Date Filing Date
AU48085/99A Expired AU743289B2 (en) 1998-08-03 1999-07-27 Building block

Country Status (3)

Country Link
AU (1) AU743289B2 (en)
NZ (1) NZ331225A (en)
WO (1) WO2000008261A1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018168627A (en) * 2017-03-30 2018-11-01 麻生商事株式会社 Stacked block and retaining wall using the same
FR3078984B1 (en) * 2018-03-19 2022-05-13 Artelia Eau Et Environnement PERFORATED CONCRETE BLOCK FOR RIPRAP

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5294216A (en) * 1989-09-28 1994-03-15 Anchor Wall Systems, Inc. Composite masonry block
AU7029196A (en) * 1995-10-23 1997-05-01 Keystone Retaining Wall Systems, Inc. Plantable retaining wall block
NZ330302A (en) * 1997-06-02 1998-09-24 Keystone Retaining Wall System Retaining wall block has upwardly extending apertures for pins and downward step portion

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09279611A (en) * 1996-04-18 1997-10-28 Daikichi Suematsu Design structure of block for retaining wall

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5294216A (en) * 1989-09-28 1994-03-15 Anchor Wall Systems, Inc. Composite masonry block
AU7029196A (en) * 1995-10-23 1997-05-01 Keystone Retaining Wall Systems, Inc. Plantable retaining wall block
NZ330302A (en) * 1997-06-02 1998-09-24 Keystone Retaining Wall System Retaining wall block has upwardly extending apertures for pins and downward step portion

Also Published As

Publication number Publication date
WO2000008261A1 (en) 2000-02-17
NZ331225A (en) 1998-12-23
AU4808599A (en) 2000-02-28

Similar Documents

Publication Publication Date Title
US5163261A (en) Retaining wall and soil reinforcement subsystems and construction elements for use therein
CA2017578C (en) Embankment reinforcing structures
CA2182321C (en) Block structure and system for arranging above-ground fencing, railing and/or sound barriers
US4619560A (en) Structural module for retaining walls and the like
US5921715A (en) Retaining wall and method
AU759658B2 (en) Retaining wall system
CA2024168C (en) Interlocking building blocks and walls constructed thereby
US5046898A (en) Retaining wall and building block therefor
WO1990015903A2 (en) Pre-cast, reinforced concrete retaining wall system
US4269545A (en) Retaining wall structure and method of constructing same
US6877290B2 (en) Building block
US5499891A (en) Earth-retaining module and system
AU743289B2 (en) Building block
US7837415B2 (en) Retaining wall and blocks for the formation thereof
WO1990001597A1 (en) Set of angular building elements fitting into one another
JP3537398B2 (en) Assembly fencer
US20090110491A1 (en) Securable retaining wall block and system
JP2860780B2 (en) Large concrete block
JPH0693625A (en) Retaining wall construction method and retaining wall concrete block
GB2216933A (en) Retaining wall composed of prefabricated concrete elements
KR200245413Y1 (en) A coupling device of assembly block for Wall systems
JPS58117137A (en) Retaining wall
JP2781166B2 (en) Wooden capsule for earthwork and civil engineering construction method using the same
AU667458B2 (en) Retaining wall
EP0472792A1 (en) Improvements relating to building

Legal Events

Date Code Title Description
FGA Letters patent sealed or granted (standard patent)
HB Alteration of name in register

Owner name: FLETCHER CHALLENGE FORESTS LIMITED, MASSTEC INDUST

Free format text: FORMER NAME WAS: FLETCHER CHALLENGE LIMITED, MASSTEC INDUSTRIES LIMITED

PC Assignment registered

Owner name: FLETCHER BUILDING HOLDINGS LIMITED

Free format text: FORMER OWNER WAS: FLETCHER CHALLENGE FORESTS LIMITED, MASSTEC INDUSTRIES LIMITED

MK14 Patent ceased section 143(a) (annual fees not paid) or expired