GB2472869A - An infill expansion strip for a concrete slab - Google Patents

An infill expansion strip for a concrete slab Download PDF

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Publication number
GB2472869A
GB2472869A GB0914756A GB0914756A GB2472869A GB 2472869 A GB2472869 A GB 2472869A GB 0914756 A GB0914756 A GB 0914756A GB 0914756 A GB0914756 A GB 0914756A GB 2472869 A GB2472869 A GB 2472869A
Authority
GB
United Kingdom
Prior art keywords
assembly according
strip assembly
infihl
infill
saw cut
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Withdrawn
Application number
GB0914756A
Other versions
GB0914756D0 (en
Inventor
Dean Charles Smith
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.)
EXPANSION JOINTS Ltd
Original Assignee
EXPANSION JOINTS 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 EXPANSION JOINTS Ltd filed Critical EXPANSION JOINTS Ltd
Priority to GB0914756A priority Critical patent/GB2472869A/en
Publication of GB0914756D0 publication Critical patent/GB0914756D0/en
Publication of GB2472869A publication Critical patent/GB2472869A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints
    • E04B1/6813Compressable seals of hollow form
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/02Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/10Packing of plastic or elastic materials, e.g. wood, resin
    • E01C11/106Joints with only prefabricated packing; Packings therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints
    • E04B1/6807Expansion elements for parts cast in situ
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/12Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
    • E04F15/14Construction of joints, e.g. dividing strips

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

An infill strip assembly, comprising a central flexible section 1 which may contain openings or holes 5 along its length. Planar strips 3 with a textured outer surface 2 may be securely bonded to the sides. The uppermost planar surface may have a depressed or concave form 4 to allow for bulging created when the assembly is in its compressed state. The whole assembly may be formed with a slight taper to the lower portion to facilitate easy location and entry into the saw cut slot or channel in the concrete slab.

Description

I
Expandable Saw Cut Infill Strip This invention relates to the filling of saw cuts made in concrete or other settable material slabs.
Saw cuts are commonly used in newly installed concrete slabs, screeds, and other settable materials to induce a crack through the slab depth. Thereby reducing the shrinkage and drying stresses of the curing slab and controlling the formation of cracks in the floor.
The aforementioned saw cuts are most commonly filled with a compound material, usually resin based to provide a degree of flexibility, thereby accommodating the movement between the divided sections of the floor slab. There are also some products available on the market which can be driven into the saw cut to fill the gap, acting like a caulking to the floor.
The problem with the presently available compounds and particularly the caulking materials is that they are time consuming to install and only have a relatively small degree of expansion capability, also they are affected by temperature extremes such as freezer stores.
According to the present invention there is provided an infill strip that is quick and easy to fit, and has a high degree of expansion capability in excess of 40% in width, also the materials used in the construction of the infill strip are corrosion resistant and have a high tolerance to temperature extremes. Said infihl strip may be formed in discrete lengths which can be joined together as required The centre section of the infill strip may be manufactured from a flexible rubberlike or latex based material, which is resistant to chemical and oil attack. Said section may be formed with a plurality of openings along its length to assist with flexibility and permit compaction. There may also be formed a depression along the uppermost planar surface to accommodate external bulging of the section when it is in its compressed state fitted into the newly saw cut slot.
On either side of the centre flexible section there may be placed individual planar strips of non-ferrous metal or other materials. Said planar strips may be bonded to the centre section by such means as vulcanising or other permanent fixing methods so as to become homogenous with the flexible centre section, Said planar strips may also be textured or lightly ribbed on the external surface in order to permit better grip onto the sides of the saw cut slot.
The resulting assembly when viewed in the correct orientation cross section may be slightly tapered in its relaxed state, Therefore the width dimension for the lower thickness of the infill strip will be substantially less than at the top. The reason for this taper is to provide for easy insertion into the saw cut slot when installing.
Fig. 1, Shows a diagrammatic cross sectional view of an Expandable Saw Cut Infill Strip assembly according to the invention.
Fig. 2, Shows a diagrammatic cross sectional view of the assembly in its relaxed state and in its compressed state.
Fig. 3. Shows a diagrammatic cross sectional view of the assembly in use in a concrete slab.
The drawings show an expandable saw cut infill strip assembly, suitable for quick installation into a saw cut in a concrete or other settable material slab.
The central flexible section 1 is designed with holes or openings 5 to allow a good degree of compression and yet still provide sufficient resistance to enable the strips at the sides to grip firmly into the saw cut slot. Testing has shown that better than 40% expansion from the relaxed state can be achieved, which is approximately twice that of a standard proprietary resin based filler. This flexible section also has a depression or concave form 4 on the uppermost planar surface, to cope with the bulge created when the assembly is compressed Metal or other material strips 3 are vulcanised or securely bonded to the sides of the central flexible section 1, these stnps have a textured or ribbed finish 2, in order to better provide grip to the sides of the saw cut slot in the concrete slab.
The assembly is tapered to provide for easier placement into the saw cut slot or channel, thereby effectively giving a leading edge to the assembly.
Whilst endeavouring in the foregoing specification to draw attention to those features of the invention believed to be of particular importance, it should be understood that the applicant claims protection in respect of any patentable feature or combination of features hereinbefore referred to and/or shown in the drawings whether or not particular emphasis has been placed thereon.

Claims (12)

  1. Claims 1. An Infihl Strip assembly which can be easily compressed to permit insertion into a saw cut channel or slot in a concrete or other settable material slab.
  2. 2. An infihl Strip assembly according to claim 1. containing a central flexible section which may have a plurality of openings or holes along its length.
  3. 3. An infill strip assembly according to claims 1. or 2. which may have a depressed or concave form to its uppermost planar surface.
  4. 4. An infihl strip assembly according to any of the preceding claims, which may expand in excess of 40% in width from its compressed state.
  5. 5. An infihl strip assembly according to any of the preceding claims, in which the centrai flexible section may be formed from coloured material to suit a clients requirement.
  6. 6. An infill strip assembly according to any of the preceding claims, which may have individual planar strips along the sides of its centre section.
  7. 7. An infihl strip according to claim 6. which may have a textured or lightly ribbed surface to the planar strips to provided grip to the sides of the saw cut slot or channel.
  8. 8. An infill strip assembly according to any of the preceding claims, in which the textured planar side strips may be securely bonded or vulcanised to the central flexible section.
  9. 9. An infihl strip assembly according to any of the preceding claims, whereby the assembly is tapered vertically to permit easy insertion into the saw cut slot or channel.
  10. 10. An infill strip assembly according to any of the preceding claims, which is resistant to general corrosion.
  11. 11. An infihl strip assembly according to any of the preceding claims, that is specifically resistant to fuel, oil and chemical attack.
  12. 12. An infihl strip assembly according to any of the preceding claims, that is specifically designed for use in extremes of temperature environments such as cold stores and for urvderfloor heating applications.
GB0914756A 2009-08-22 2009-08-22 An infill expansion strip for a concrete slab Withdrawn GB2472869A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB0914756A GB2472869A (en) 2009-08-22 2009-08-22 An infill expansion strip for a concrete slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB0914756A GB2472869A (en) 2009-08-22 2009-08-22 An infill expansion strip for a concrete slab

Publications (2)

Publication Number Publication Date
GB0914756D0 GB0914756D0 (en) 2009-09-30
GB2472869A true GB2472869A (en) 2011-02-23

Family

ID=41171828

Family Applications (1)

Application Number Title Priority Date Filing Date
GB0914756A Withdrawn GB2472869A (en) 2009-08-22 2009-08-22 An infill expansion strip for a concrete slab

Country Status (1)

Country Link
GB (1) GB2472869A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2575777A (en) * 2018-07-10 2020-01-29 Patrick Ronald Eve Compressible form/screed rail

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3052945A (en) * 1959-06-16 1962-09-11 New England Plastics Corp Means for constructing joints in concrete roads
US3426658A (en) * 1967-01-26 1969-02-11 Albert J Frederickson Contraction joint for pavements
GB1395325A (en) * 1971-05-24 1975-05-21 Bakelite Xylonite Ltd Jointed structures
DE3301686A1 (en) * 1983-01-20 1984-07-26 Ernst 7600 Offenburg Storz Dividing profile
WO1999055986A1 (en) * 1998-04-28 1999-11-04 Vexcolt (Uk) Limited Movement joint
WO2006013102A1 (en) * 2004-08-03 2006-02-09 Agrar Chemie Ag Sealing device with a hollow profile extrudate for sealing a joint between two structural bodies

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3052945A (en) * 1959-06-16 1962-09-11 New England Plastics Corp Means for constructing joints in concrete roads
US3426658A (en) * 1967-01-26 1969-02-11 Albert J Frederickson Contraction joint for pavements
GB1395325A (en) * 1971-05-24 1975-05-21 Bakelite Xylonite Ltd Jointed structures
DE3301686A1 (en) * 1983-01-20 1984-07-26 Ernst 7600 Offenburg Storz Dividing profile
WO1999055986A1 (en) * 1998-04-28 1999-11-04 Vexcolt (Uk) Limited Movement joint
WO2006013102A1 (en) * 2004-08-03 2006-02-09 Agrar Chemie Ag Sealing device with a hollow profile extrudate for sealing a joint between two structural bodies

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
http://www.expansion-joints.co.uk/images/stories/PDF/kwik-strip.pdf *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2575777A (en) * 2018-07-10 2020-01-29 Patrick Ronald Eve Compressible form/screed rail
GB2575777B (en) * 2018-07-10 2022-12-28 Patrick Ronald Eve Compressible form/screed rail

Also Published As

Publication number Publication date
GB0914756D0 (en) 2009-09-30

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WAP Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1)