US20060011801A1 - Retaining system - Google Patents

Retaining system Download PDF

Info

Publication number
US20060011801A1
US20060011801A1 US10/892,749 US89274904A US2006011801A1 US 20060011801 A1 US20060011801 A1 US 20060011801A1 US 89274904 A US89274904 A US 89274904A US 2006011801 A1 US2006011801 A1 US 2006011801A1
Authority
US
United States
Prior art keywords
retaining
coupler
section
fixing
sections
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.)
Abandoned
Application number
US10/892,749
Inventor
Michael Benic
Greg Cox
Shane Bender
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to US10/892,749 priority Critical patent/US20060011801A1/en
Publication of US20060011801A1 publication Critical patent/US20060011801A1/en
Priority to US12/542,051 priority patent/US20100025565A1/en
Abandoned legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14Bracing or strutting arrangements for formwalls; Devices for aligning forms
    • 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
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/062Forms for curved walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills

Abstract

A retaining system includes a retaining section, a coupler for releasably coupling to the retaining section, and means for fixing couplers coupled to adjacent retaining sections to each other to thereby maintain adjacent retaining sections in fixed relationship to each other. The retaining system has a number of possible applications such as garden or footpath edging, or earth retaining walls, but a preferred embodiment relates to the use of the retaining system as concrete formwork.

Description

  • The present invention relates to a system for retaining solid fill in a plastic state. The invention particularly relates to concrete formwork, although other possible uses of the invention are foreseen such as garden or sandpit edging, or any form of earth retaining wall.
  • Presently, retaining walls to retain concrete and other types of solid fill which may be initially or permanently in a fluid state are typically made from timber boards of various sizes. When used for earth retaining walls, garden or footpath edging, the timber remains in position for long periods of time. When used for concrete formwork, the timber is nailed together in the required configuration and disassembled when the concrete has set.
  • There are a number of problems associated with the use of timber in the above applications, both due to the nature of the material and the means of assembling the timber into the required structure. In general, the assembly of the retaining structure is lengthy and labour intensive. This is particularly the case when timber is used to construct concrete formwork when more complex concrete structures are required, such as steps for drop edges.
  • In the case of concrete formwork, the life span of the timber used is shortened by the build up of concrete adhering to the surface, splits in the timber, and the many holes that appear due to the use of nails to secure the timber boards. In the case of garden edging, or any similar use of timber in which the timber remains in position, the timber rots over longer periods of time. Timber has the additional problem of storage in that it must be kept inside or covered to prevent it from rotting and warping.
  • In the case of garden or footpath edging, timber also cannot readily be used to create curved edging.
  • The use of plastics to produce concrete formwork has been proposed to address some of the above mentioned problems associated with the use of timber, for instance in EP 0353637A, U.S. Pat. No. 6,117,521A and U.S. Pat. No. 5,632,923A. However, the use of plastics has, to date, not been commercialised, and the use of timber is still widespread. Problems associated with the use of plastics include finding an economic, convenient and easy to use means of connecting plastics boards to each other, which is also versatile enough to be useable to create more complex structures such as steps for drop edges. For instance, the system of U.S. Pat. No. 5,632,923 requires a number of different connectors which are complicated to assemble. Furthermore, the connectors require holes which are predrilled in the face of the plastics boards, and it is necessary to fill unused holes before the concrete is poured to prevent concrete from spilling through the holes. Furthermore, the system of U.S. Pat. No. 5,632,923 can only be used to construct planar retaining walls, and not step structures, or curved structures.
  • According to the present invention, a retaining system includes:
  • a retaining section;
  • a coupler for releasably coupling to the retaining section; and
  • means for fixing couplers coupled to adjacent retaining sections to each other to thereby maintain adjacent retaining sections in fixed relationship to each other.
  • According to a second aspect of the present invention, a retaining system includes:
  • a retaining section;
  • a coupler for releasably coupling to the retaining section; and
  • means for fixing the coupler to a supporting substrate to thereby maintain the retaining section in fixed relationship to the supporting substrate.
  • The system of the present invention is preferably easy to assemble and versatile. By connecting the retaining sections by the use of couplers which are connected to each other, rather than by directly connecting the retaining sections to each other, a versatile system is produced which can be adapted to construct more complex structures such as steps. The couplers preferably protrude from the retaining sections and can be connected together such that the retaining sections are offset with respect to each other, producing a structure suitable for forming a concrete step. Alternatively, the retaining sections may be aligned with each other to produce a planar retaining wall.
  • Furthermore, the coupler provides a convenient means for maintaining the retaining section in a fixed relationship to a supporting substrate, which may be the ground or a floor of a building. The couplers are fixed to the supporting substrate, rather than directly fixing the retaining section.
  • The couplers are releasably connected to the retaining sections to allow quick assembly. Preferably, once coupled to a retaining section, a coupler is slidable along the retaining section. This allows adjustment of the coupler position to align with couplers on adjacent retaining sections, before the couplers are connected to each other and/or to the supporting substrate. Again, this facilitates assembly of the retaining system.
  • Preferably, the couplers are connected to each other by connecting means, the connecting means preferably comprising a rigid member to which the couplers are fixed. Preferably the connecting means also connects the couplers to the supporting substrate. Preferably, the means for fixing couplers coupled to adjacent retaining sections to each other and the means for fixing a coupler to a supporting substrate comprises at least one hole in the coupler for fixing the coupler to the connecting means. The coupler is fixed to the connecting means by a nail or screw which passes through the hole.
  • Preferably, the retaining section is formed from plastics, more preferably extruded plastics. The use of plastics overcomes the problems associated with the rotting of timber. The plastics has a longer lifetime and is more resistant to degradation than timber. Furthermore, plastics is recyclable. For applications in which the retaining system remains in position, such as garden edging and earth retaining walls, plastics has the advantage of being long lasting and resistant to weathering. The plastics can also be given a number of different finishes e.g. a sand effect finish. Furthermore, the retaining sections can be extruded in a number of different shapes, and particularly can be made to curve.
  • For the application of the retaining system to concrete formwork, the use of plastics has the additional advantage that concrete does not adhere well to plastics. With the prior art use of timber, it was not possible to strip the boards from the concrete until the concrete had completely dried. With the use of plastics, the formwork can be stripped from the concrete much earlier. This can save a number of man-hours because it is unnecessary for someone to wait as long for the concrete to dry to remove the formwork, or for someone to return to a site after work has been completed to remove formwork. The present inventors have found that plastics formwork can be stripped 1 to 2 hours earlier than timber formwork.
  • Preferably, the coupler is additionally formed from plastics.
  • Preferably, the connecting means comprises a wooden post to which the couplers are nailed or screwed. In assembling the retaining system, the wooden post is driven into the ground. Preferably, the coupler includes a plurality of holes such that it can be connected to the wooden post at a plurality of different positions. This enables the retaining sections to be fixed such that faces are off set from each other, to allow the construction of formwork for producing steps for drop edges.
  • Preferably, the retaining section is a C-section. Preferably, the coupler is adapted to interlock with the C-section. Preferably, this is achieved by means of a pair of slots, one on each side of the coupler which engage in the C-section. The coupler can be easily engaged with the retaining section by placing it in the C-section and rotating it such that the slots engage with the C-section. This means of engagement makes the system extremely easy to assemble and requires no screws or bolts, or holes in the retaining section. When engaged in the C-section, the coupler can slide along, to enable it to be secured at any point within the length of the C-section, and to align it with couplers on adjacent retaining sections.
  • According to a third aspect of the present invention, a coupler for a retaining system comprises:
  • a member having two slots for interlocking with a C section at a first end, and a plurality of holes for fixing to a connecting member at an opposite end.
  • Preferably, the retaining system is a concrete formwork system.
  • Preferred embodiments of the present invention will now be described with reference to the accompanying drawings, in which:
  • FIG. 1 a is a perspective view of a retaining section;
  • FIG. 1 b is a perspective view of a coupler;
  • FIG. 2 is a perspective view of an assembled retaining system;
  • FIG. 3 is a perspective view of an assembled retaining system; and
  • FIG. 4 is a perspective view of an alternative embodiment of retaining section with couplers attached.
  • As shown in FIG. 1 a, a retaining section 1 is formed from a C section of extruded plastics having a front plate portion 1 a, a pair of substantially perpendicular side plate portions 1 b, 1 c and a pair of rear plate portions 1 d, 1 e extending substantially perpendicularly inwards from the side plate portions.
  • As shown in FIG. 1 b, a coupler 2 comprises a plastics member having a generally rectangular cross section, the coupler adapted at one end for engaging the retaining section 1, and adapted at the opposite end for fixing to a connecting means. The end adapted for engaging the retaining section 1 includes a pair of slots 3, 4 which divide a coupling section 5 of the coupler 2 from the main body 6 of the coupler 2. The coupling section 5 has a smaller rectangular cross section than the main body 6 of the coupler 2, in that it is slightly shorter. The coupling section 5 has diagonally opposed corners 6, 7 rounded off.
  • The coupler 2 is coupler to the retaining section 1 by inserting the coupling section at an angle into the recess between the rear plate portions 1 d, 1 e, and turning the coupler 2 to engage the slots 3, 4 with the rear plate portions 1 d, 1 e of the retaining section 1. The coupling section 5 is slightly narrower than the main body 6 (which is substantially the same width as the retaining section 1) to allow it to be rotated inside the retaining section 1. The rounded corners 6, 7 allow rotation in one direction only. The main body 6 of the coupler 2 has an array of holes . Once the coupler 2 is engaged in the retaining section 1, it can slide along the retaining section 1 to be located at any desired point.
  • FIG. 2 illustrates how a plurality of retaining sections 1 and a plurality of couplers 2 are assembled into concrete formwork. A plurality of couplers 2 are engaged into each retaining section 1 and couplers 2 on adjacent retaining sections 1 are slid along such that they are aligned in a vertical stack. The couplers 2 are then nailed or screwed to a wooden post 9 which is driven into the ground. The nails are driven through appropriate holes 8 in the main body for each coupler 2.
  • It is possible to create a planar vertical retaining wall as illustrated on the left-hand side of FIG. 2 by aligning all the retaining sections 1 vertically. As shown in FIG. 3, this can be achieved by aligning the retaining sections 1 against vertical posts 10. The right hand side of FIG. 2 illustrates how formwork can be assembled to form a step formation in the final set concrete. In this case, adjacent retaining sections 1 are fixed such that they are horizontally offset from each other. The array of holes 8 allows different holes to be used to nail each coupler 2 to the wooden posts 9.
  • Although the present invention has been described particularly with reference to concrete formwork, the present invention can also be applied to other applications such as earth retaining walls, garden or footpath edging.
  • FIG. 4 illustrates a retaining section 1 with couplers 2 attached which may be suitable for, for instance, garden edging. The retaining section 2 of FIG. 1 has a curved profile.
  • In one embodiment of the retaining system, retaining sections 1 are provided in different sizes, particularly different widths eg 100 mm, 150 mm, and couplers 2 are provided to match each width of retaining section 1. The couplers 2 and retaining sections are colour coded such that matching couplers and retaining sections are the same colour. The colour also signifies size and varying composition of the material.
  • For the purposes of this specification it is to be clearly understood that the word “comprising” means “including but not limited to”, and that the word “comprises” has a corresponding meaning.
  • Modifications and variations as would be apparent to a skilled addressee are deemed to be within the scope of the present invention.

Claims (14)

1. A retaining system including:
a retaining section;
a coupler for releasably coupling to the retaining section; and
means for fixing couplers coupled to adjacent retaining sections to each other to thereby maintain adjacent retaining sections in fixed relationship to each other.
2. A retaining system according to claim 1, wherein the coupler is arranged to be coupled to a retaining section such that it is slidable along the retaining section.
3. A retaining system according to claim 1, wherein couplers on adjacent retaining sections are fixed to a connecting means, the connecting means comprising a rigid member.
4. A retaining system according to claim 1, wherein the retaining section is formed from extruded plastics.
5. A retaining system according to claim 1, wherein the coupler is formed from plastics.
6. A retaining system according to claim 1, wherein the means for fixing couplers coupled to adjacent retaining sections to each other comprises at least one hole in the coupler for fixing the coupler to a connecting means.
7. A retaining system according to claim 1, wherein the means for fixing couplers coupled to adjacent retaining sections to each other comprises a plurality of holes on each coupler such that each coupler can be connected to a connecting means at a plurality of different positions.
8. A retaining system according to claim 1, wherein the retaining section is a C-section.
9. A retaining system according to claim 1, wherein the coupler is adapted to interlock with the C-section.
10. A retaining system according to claim 9, wherein the coupler includes a pair of slots, one on each side of the coupler which engage in the C-section.
11. A retaining system according to claim 1, which is a concrete formwork system.
12. A retaining system including:
a retaining section;
a coupler for releasably coupling to the retaining section; and
means for fixing the coupler to a supporting substrate to thereby maintain the retaining section in fixed relationship to the supporting substrate.
13. A retaining system according to claim 12, wherein the means for fixing the coupler to a supporting substrate comprises at least one hole in the coupler for fixing the coupler to a connecting means.
14. A coupler for a retaining system comprises:
a member having two slots for interlocking with a C section at a first end, and a plurality of holes for fixing to a connecting member at an opposite end.
US10/892,749 2004-07-16 2004-07-16 Retaining system Abandoned US20060011801A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
US10/892,749 US20060011801A1 (en) 2004-07-16 2004-07-16 Retaining system
US12/542,051 US20100025565A1 (en) 2004-07-16 2009-08-17 Retaining system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US10/892,749 US20060011801A1 (en) 2004-07-16 2004-07-16 Retaining system

Related Child Applications (1)

Application Number Title Priority Date Filing Date
US12/542,051 Continuation US20100025565A1 (en) 2004-07-16 2009-08-17 Retaining system

Publications (1)

Publication Number Publication Date
US20060011801A1 true US20060011801A1 (en) 2006-01-19

Family

ID=35598477

Family Applications (2)

Application Number Title Priority Date Filing Date
US10/892,749 Abandoned US20060011801A1 (en) 2004-07-16 2004-07-16 Retaining system
US12/542,051 Abandoned US20100025565A1 (en) 2004-07-16 2009-08-17 Retaining system

Family Applications After (1)

Application Number Title Priority Date Filing Date
US12/542,051 Abandoned US20100025565A1 (en) 2004-07-16 2009-08-17 Retaining system

Country Status (1)

Country Link
US (2) US20060011801A1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20120151479A1 (en) 2010-12-10 2012-06-14 Salesforce.Com, Inc. Horizontal splitting of tasks within a homogenous pool of virtual machines
CN109518935B (en) * 2018-12-20 2021-06-04 广东博智林机器人有限公司 Semi-solid forming template mechanism

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1329177A (en) * 1919-05-17 1920-01-27 John N Heltzel Concrete-form
US5076536A (en) * 1987-02-12 1991-12-31 Fitzgerald Leonard R Concrete form supporting bracket
US5632923A (en) * 1994-04-28 1997-05-27 Hayakawa; Yoshiyuki Concrete molding form member
US6117521A (en) * 1995-01-25 2000-09-12 Teijin-Metton Kabushiki Kaisha Concrete formwork
US6629681B1 (en) * 2000-02-18 2003-10-07 Metal Forms Corporation Flexible form assembly
US6742758B2 (en) * 2001-06-01 2004-06-01 Lawrence M. Janesky Light-weight reinforced, tubular plastic footing form members and assemblies

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4012159A (en) * 1976-03-22 1977-03-15 Superior Concrete Accessories, Inc. Key-joint forming divider strip and screed for use with concrete slabs
US4846437A (en) * 1987-02-12 1989-07-11 Fitzgerald Leonard R Bracket for supporting concrete formwork

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1329177A (en) * 1919-05-17 1920-01-27 John N Heltzel Concrete-form
US5076536A (en) * 1987-02-12 1991-12-31 Fitzgerald Leonard R Concrete form supporting bracket
US5632923A (en) * 1994-04-28 1997-05-27 Hayakawa; Yoshiyuki Concrete molding form member
US6117521A (en) * 1995-01-25 2000-09-12 Teijin-Metton Kabushiki Kaisha Concrete formwork
US6629681B1 (en) * 2000-02-18 2003-10-07 Metal Forms Corporation Flexible form assembly
US6742758B2 (en) * 2001-06-01 2004-06-01 Lawrence M. Janesky Light-weight reinforced, tubular plastic footing form members and assemblies

Also Published As

Publication number Publication date
US20100025565A1 (en) 2010-02-04

Similar Documents

Publication Publication Date Title
CA2073603C (en) Stake for landscape edging and concrete formwork
US6540201B1 (en) Tilt-up concrete panel forming system
US8997423B2 (en) Panel veneer system with cage-type embedded rail
US9879433B2 (en) Suspension rails for panel veneer systems
US7207147B2 (en) Mortarless wall structure
US8186645B2 (en) Tilt-up concrete form brace
US20030005659A1 (en) Buck system for concrete structures
US8555595B2 (en) Tie system and method for connecting a cementitious backup wall made in a penetrable form and a veneer wall
US20070175115A1 (en) Wall system
EP1766155B1 (en) Construction system for constructing plane structures
US20070163187A1 (en) Wall system
WO2003102325A3 (en) Wooden structural element and kit for erecting building walls by means of wooden structural elements
US20070163203A1 (en) Wall system
US5277008A (en) Building blocks
US20100025565A1 (en) Retaining system
US20070175150A1 (en) Wall system
AU2003252793B2 (en) Retaining system
US20070175114A1 (en) Wall system
AU2001257023A1 (en) Mortarless wall structure
EP1409804A1 (en) Mortarless wall structure
AU2008202172A1 (en) Clamping system
CA2511008A1 (en) Masonry brick
GB2311201A (en) System for securing strip material in ground to form a barrier
WO2011041824A1 (en) Building frame assembly
JP3217282B2 (en) Door frame structure and door frame construction method

Legal Events

Date Code Title Description
STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION