EP0010883A1 - Verbesserung an einem spalterzeugenden und abdichtenden Band - Google Patents
Verbesserung an einem spalterzeugenden und abdichtenden Band Download PDFInfo
- Publication number
- EP0010883A1 EP0010883A1 EP79302165A EP79302165A EP0010883A1 EP 0010883 A1 EP0010883 A1 EP 0010883A1 EP 79302165 A EP79302165 A EP 79302165A EP 79302165 A EP79302165 A EP 79302165A EP 0010883 A1 EP0010883 A1 EP 0010883A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- strip
- sealing strip
- crack inducing
- side walls
- concrete
- 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.)
- Granted
Links
- 238000007789 sealing Methods 0.000 title claims abstract description 22
- 230000001939 inductive effect Effects 0.000 title claims abstract description 19
- 239000000463 material Substances 0.000 claims abstract description 18
- 238000003780 insertion Methods 0.000 claims abstract description 3
- 230000037431 insertion Effects 0.000 claims abstract description 3
- 230000008602 contraction Effects 0.000 claims description 10
- 239000013536 elastomeric material Substances 0.000 claims description 4
- 229910003460 diamond Inorganic materials 0.000 claims description 3
- 239000010432 diamond Substances 0.000 claims description 3
- 230000001419 dependent effect Effects 0.000 claims 1
- 239000000411 inducer Substances 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 5
- 239000010426 asphalt Substances 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000007779 soft material Substances 0.000 description 2
- 241000826860 Trapezium Species 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000012260 resinous material Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 229920001169 thermoplastic Polymers 0.000 description 1
- 239000004416 thermosoftening plastic Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
- E04F15/14—Construction of joints, e.g. dividing strips
Definitions
- This invention relates to improved crack inducing and sealing strips for inducing a controlled crack in concrete and thus providing a contraction joint and sealing strip for the joint.
- the crack inducing and sealing strip once inserted in the wet concrete, does not come out again due to its natural buoyancy and also it is important, after the concrete has set, that the strip cannot fall out or be removed. To ensure this, therefore, a suitable keying device is normally provided on part of the strip. What is more, once the concrete has dried it is important that water does not penetrate through the contraction joint either from above or below the concrete and likewise it is preferable that dust and other dirt does not find its way into the contraction joint when it has opened up.
- the crack inducer and sealing strips of the present invention are designed to meet all these requirements.
- a crack inducing and sealing strip for insertion into wet concrete to provide a line of weakness and hence a contraction joint, the strip being extruded from resiliently deformable elastomeric material and being several times deeper than it is wide, there being a keying ridge on each side face of the strip which is preferably formed of a softer material than the remainder of the strip, the strip being hollow and having two spaced apart side walls joined together just :along the top and along the bottom'of the strip.
- the strip is provided with a laterally extending flange on each of its side faces.
- the strip is provided with a generally diamond shaped enlargement at its lower end.
- the upper portion of the strip may be detachable from the lower portion and in a preferred arrangement, therefore, the upper portion is joined to the lower portion by a layer of softer material, said layer extending completely through the said side walls of the strip and being integral with its adjacent keying ridge.
- the portion joining together the side walls of the strip at their tops may be formed of softer material than the remainder of the strip.
- the strip is extruded from resiliently deformable materials, e.g. an elastomersuch as a synthetic thermoplastic resinous material, in the form of a generally hollow body having a pair of spaced side walls 1 and 3 joined together at their upper end by a top wall 5 ) joined together at their lower end by a solid diamond shaped enlargement 7.
- resiliently deformable materials e.g. an elastomer such as a synthetic thermoplastic resinous material
- the corners 9 of the enlargement 7 project outwardly below the walls 1 and 3 for keying purposes, whereas the corner 11 is designed to be forced down into a mass of wet concrete.
- the strip is formed by means of a dual durometer extrusion process and substantially midway between the top and bottom of each side wall 1 and 3, a keying ridge 13 is provided, these keying ridges being wider at their extremity than at their root and being of generally trapezium shaped construction.
- the keying ridges are formed of a softer material than the side walls of the strip and it is preferred that this soft material extends completely through the side walls as shown at 15 so as to provide a line of weakness in each of the side walls 1 and 3 to enable the top portion of the strip to be removed from the remainder of the strip, as will hereinafter be described.
- laterally projecting flanges formed as extensions of the top wall 5 are provided so as to increase the width of the strip.
- the strip is about 8 times as tall as its mean width.
- FIG. 2 An alternative construction of strip is shown in Figure 2, and parts similar to those of Figure 1 have the same reference numerals.
- the strip differs from that in Figure 1, however, in that keying ridges 13a are provided which are formed of the same materials as the side walls 1 and 3. They could however be formed of a softer material.
- the side walls 1 and 3 are joined together at their top edges by a strip of soft elastomeric material 5a which is shown as being, but is not necessarily, softer than the side walls 1, 3.
- This strip of material 5a could be of a foamed construction, or have passages running along its length. It will also be appreciated that the flanges 17 may be omitted.
- the englargement 7 is of a different construction from that shown in Figure 1. It should also be noted that the shape of the side walls may be altered. They could, for example, diverge more towards the top of the strip. It is important however, that the side walls 1, 3 and the top 5 or 5a of the strip can flex to permit the two strips of concrete on either side of the strip to move relative to each other.
- the keying wedges 13, 13a after the concrete has contracted, form an extremely effective moisture seal or barrier between the top and bottom of the joint, due to the tension set up as a result of the side walls of the strip being moved apart slightly during contraction.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB4114178 | 1978-10-19 | ||
| GB7841141 | 1978-10-19 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0010883A1 true EP0010883A1 (de) | 1980-05-14 |
| EP0010883B1 EP0010883B1 (de) | 1982-01-27 |
Family
ID=10500434
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP19790302165 Expired EP0010883B1 (de) | 1978-10-19 | 1979-10-10 | Verbesserung an einem spalterzeugenden und abdichtenden Band |
Country Status (6)
| Country | Link |
|---|---|
| EP (1) | EP0010883B1 (de) |
| JP (1) | JPS5578742A (de) |
| AU (1) | AU532000B2 (de) |
| BR (1) | BR7906642A (de) |
| DE (2) | DE2961992D1 (de) |
| ES (1) | ES246257Y (de) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2491523A2 (fr) * | 1979-01-04 | 1982-04-09 | Rossi Jean | Fourrure pour calfeutrement de joints de fractionnement de protections d'etancheite |
| DE3337438A1 (de) * | 1983-10-14 | 1985-05-02 | Gebr. Happich Gmbh, 5600 Wuppertal | Profilleiste |
| US4841704A (en) * | 1988-05-23 | 1989-06-27 | Jarrell Stephen E | Screed track for concrete slab construction |
| US5333432A (en) * | 1991-12-13 | 1994-08-02 | Schluter Systems Gmbh | Device for forming an expansion joint in a floor covered with ceramic tiles |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2002012630A1 (en) | 2000-08-04 | 2002-02-14 | Building Innovations Pty Ltd | Method and system for constructing large continuous concrete slabs |
| CN102808423B (zh) * | 2012-08-23 | 2014-07-23 | 天津市津美园林工程有限公司 | 消除地面与建筑物外墙交接处沉降裂缝的方法 |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3434401A (en) * | 1967-06-20 | 1969-03-25 | Us Interior | Sealing strips for concrete slabs |
| US3575094A (en) * | 1968-09-26 | 1971-04-13 | Charles S Hewitt | Expansion joint with water lock |
| US3871787A (en) * | 1973-10-30 | 1975-03-18 | William James Stegmeier | Joint structure for concrete materials and the like |
-
1979
- 1979-10-10 DE DE7979302165T patent/DE2961992D1/de not_active Expired
- 1979-10-10 EP EP19790302165 patent/EP0010883B1/de not_active Expired
- 1979-10-11 AU AU51690/79A patent/AU532000B2/en not_active Ceased
- 1979-10-15 BR BR7906642A patent/BR7906642A/pt unknown
- 1979-10-18 ES ES1979246257U patent/ES246257Y/es not_active Expired
- 1979-10-18 JP JP13366279A patent/JPS5578742A/ja active Pending
- 1979-10-19 DE DE19797929663 patent/DE7929663U1/de not_active Expired
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3434401A (en) * | 1967-06-20 | 1969-03-25 | Us Interior | Sealing strips for concrete slabs |
| US3575094A (en) * | 1968-09-26 | 1971-04-13 | Charles S Hewitt | Expansion joint with water lock |
| US3871787A (en) * | 1973-10-30 | 1975-03-18 | William James Stegmeier | Joint structure for concrete materials and the like |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2491523A2 (fr) * | 1979-01-04 | 1982-04-09 | Rossi Jean | Fourrure pour calfeutrement de joints de fractionnement de protections d'etancheite |
| DE3337438A1 (de) * | 1983-10-14 | 1985-05-02 | Gebr. Happich Gmbh, 5600 Wuppertal | Profilleiste |
| US4841704A (en) * | 1988-05-23 | 1989-06-27 | Jarrell Stephen E | Screed track for concrete slab construction |
| US5333432A (en) * | 1991-12-13 | 1994-08-02 | Schluter Systems Gmbh | Device for forming an expansion joint in a floor covered with ceramic tiles |
Also Published As
| Publication number | Publication date |
|---|---|
| AU5169079A (en) | 1980-04-24 |
| ES246257U (es) | 1980-02-01 |
| EP0010883B1 (de) | 1982-01-27 |
| DE7929663U1 (de) | 1980-04-24 |
| AU532000B2 (en) | 1983-09-15 |
| ES246257Y (es) | 1980-08-16 |
| JPS5578742A (en) | 1980-06-13 |
| DE2961992D1 (en) | 1982-03-11 |
| BR7906642A (pt) | 1980-05-27 |
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|---|---|---|---|
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| 17P | Request for examination filed | ||
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