AU707133B2 - Enhanced separator tank - Google Patents
Enhanced separator tank Download PDFInfo
- Publication number
- AU707133B2 AU707133B2 AU52026/96A AU5202696A AU707133B2 AU 707133 B2 AU707133 B2 AU 707133B2 AU 52026/96 A AU52026/96 A AU 52026/96A AU 5202696 A AU5202696 A AU 5202696A AU 707133 B2 AU707133 B2 AU 707133B2
- Authority
- AU
- Australia
- Prior art keywords
- partition
- compartment
- opening
- outlet
- raised portion
- 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
Links
- 238000005192 partition Methods 0.000 claims description 44
- 239000007788 liquid Substances 0.000 claims description 20
- 238000012423 maintenance Methods 0.000 claims description 8
- 239000002351 wastewater Substances 0.000 claims description 3
- 238000013022 venting Methods 0.000 claims 1
- 239000000463 material Substances 0.000 description 7
- 238000010276 construction Methods 0.000 description 5
- 238000007689 inspection Methods 0.000 description 5
- 239000012223 aqueous fraction Substances 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- 238000005070 sampling Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000035508 accumulation Effects 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 239000000356 contaminant Substances 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000004519 grease Substances 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 235000013311 vegetables Nutrition 0.000 description 1
- 238000011179 visual inspection Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
- E03F5/16—Devices for separating oil, water or grease from sewage in drains leading to the main sewer
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/02—Methods or installations for obtaining or collecting drinking water or tap water from rain-water
- E03B3/03—Special vessels for collecting or storing rain-water for use in the household, e.g. water-butts
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Environmental & Geological Engineering (AREA)
- Sewage (AREA)
Description
AUSTRALIA
Patent Act COMPLETE SPECIFICATION
(ORIGINAL)
Class Int. Class Application Number: Lodged: Complete Specification Lodged: Accepted: Published: Priority: Related Art: 9* 0* 0 Names(s) of Applicant(s): X-CEPTOR INTERNATIONAL INC.
Actual Inventor(s): Joseph Gordon Monteith Our Address for service is: PHILLIPS ORMONDE FITZPATRICK Patent and Trade Mark Attorneys 367 Collins Street Melbourne, Victoria 3000, Australia Complete Specification for the invention entitled: ENHANCED SEPARATOR TANK Our Ref: 450810 The following statement is a full description of this invention, including the best method of performing it known to applicant(s): -1- 2210x ENHANCED SEPARATOR TANK This invention relates generally to separator tanks, sometimes called interceptors, adapted to receive primarily rainwater from a storm sewer or drain, and additionally to perform the function of separating and entrapping any oil- or gasolinebased materials and suspended solids that may enter, allowing the water fraction to discharge into municipal receiving sewers or water courses. Prior art devices of this kind are typically equipped with various baffles and chambers operating in such a way as to collect specific components of the waste fluid and separate them from others.
In this connection, reference may be had to U.S. Patent No. 4,136,010, issued January 23, 1979 to Pilie et al.
Other patents, only peripherally related to the subject matter of this specification, are as follows: U.S. Patent No. 1,844,443, Schmidt, February 9, 1932; U.S. Patent No. 942,907, Huff, December 14, 1909; U.S. Patent No. 3,567,024, McCormick, March 2, 1971; U.S. Patent No. 3,221,881 Weiler et al, December 7, 1965.
PRIOR ART An improved construction is the subject of my U.S. Patent No. 4,985,148, issued January 15, 1991, and entitled, "Improved Separator Tank Construction". The 20 purpose of the tank interceptor set forth in the latter patent is to provide two distinct responses to two different operating conditions: When the materials entering the interceptor include discharge from a service station, garage, machine shop, factory or the like, or oil that has S: spilled accidentally, these non-aqueous materials are collected within the 25 interceptor. The aqueous fraction is allowed to leave the interceptor and pass on to a storm sewer or the like, but the liquid fraction made up of oil or fat of animal, vegetable or mineral origin, gasoline and the like remains trapped **fee: within the interceptor until the same is pumped out. Further, any heavierthan-water materials sink to the bottom of the interceptor and are confined to a particular location from where they can also be pumped out at intervals.
The interceptor of the prior invention is also adapted to deal with inflow resulting from heavy rain during a storm. Such inflow would typically be a combination of storm drainage from an adjacent industrial property, garage or the like, as well as inflow from storm drains adapted to catch rainwater. When peak flows during a heavy rain storm arrive at the interceptor of the prior invention, the interceptor automatically diverts most of this peak flow directly to an outlet opening which passes it directly to a storm sewer. Only a portion of the peak flow of the incoming rainwater is allowed through the treatment/storage chamber of the interceptor.
To accomplish the aforesaid goals, my prior art separator provides, within the tank-like interceptor, a passageway extending substantially directly between the inlet and the outlet. The passageway is essentially sealed from communication with the remainder of the interior of the tank interceptor, except for an opening adjacent the inlet and an opening adjacent the outlet. Each opening communicates the passageway with the remainder of the tank interior, which may be regarded as a treatment chamber. Finally, a weir means is provided within the passageway, disposed with respect to the first opening such that, under relatively low entry flow rates, all entering materials are contained by the weir and flow through the first opening and into the treatment chamber, whereas under relatively high entry flow rates, part of the entering material overflows the weir and is delivered by the passageway to the outlet.
S. 20 Recognizing that it was not necessary for the entire volume inside the interceptor tank (except for the passageway means) to be used as a treatment chamber, and in view of the desirability of making the means providing the high-flow passageway more fully accessible to personnel wishing to inspect the installation for damage, improper accumulations of materials, etc., I developed an improved version .25 of the separator tank construction, in which a treatment compartment was provided in the bottom portion thereof and a by-pass compartment in the top portion thereof (the latter being a convenient area where inspection personnel may stand). The *..**improved version just mentioned is the subject of U.S. patent No. 5,498,331, issued March 12, 1996.
More particularly, the improved version provides a tank interceptor for rainwater and waste-water, including a container having a bottom wall, a side wall and a top wall which together define an internal chamber, a partition dividing the chamber into a by-pass compartment above the partition and a treatment compartment below the partition, the partition having an upper surface, a main inlet through the side wall above the partition, adapted to permit liquid to flow into the by-pass compartment, an outlet adjacently above the upper surface and spaced away from the inlet, the outlet being adapted to permit liquid to flow out of the by-pass compartment. The upper surface of the partition is configured to include a raised portion which isolates the inlet from the outlet, the raised portion constituting a weir, such that liquid entering at the inlet and seeking to reach the outlet through the bypass compartment must overflow the weir in order to do so. The partition has first and second openings on opposite sides of the raised portion of the upper surface of the partition, both openings communicating the by-pass compartment with the treatment compartment, and allowing liquid, without having to overflow the raised portion, to travel from the inlet to the outlet by passing through the treatment compartment. Each of the first and second openings communicates with the top of a respective vertical pipe, each pipe having a bottom end communicating with the treatment compartment.
Because it is necessary to allow personnel to inspect, clear and/or repair portions of the treatment compartment below the partition, the container of U.S.
2 patent No. 5,498,331 is provided with an inspection opening in the partition, large enough to allow maintenance personnel to pass through, along with a man-hole cover adapted to close the inspection opening in a liquid-tight manner.
I have now realized that the provision of the inspection opening just mentioned (closable by a man-hole cover) was an unnecessary complexity, and that it could be dispensed with by making one of the openings through the partition (the openings connected to the respective pipes) large enough to allow maintenance personnel to pass through and into the treatment compartment. Preferably, the access opening at the top of the container (allowing access to the by-pass compartment) is positioned *in alignment with the large-diameter partition opening, to allow visual inspection and sampling from outside the container, and to facilitate the entry of a snorkel for the purpose of pumping out the contents of the treatment compartment.
GENERAL DESCRIPTION OF THIS INVENTION More particularly, this invention provides a tank interceptor for rainwater and waste-water, including: A container including a bottom wall, a side wall and a top wall, said walls defining an internal chamber, a partition dividing the chamber into a by-pass compartment above the partition and a treatment compartment below the partition, the partition having an upper surface, an inlet through the side wall adjacently above said upper surface of the partition, the inlet being adapted to permit liquid to flow into the by-pass compartment, an outlet through the side wall adjacently above the upper surface of the partition, the outlet being adapted to permit liquid to flow out of said by-pass compartment, the upper surface of the partition being configured to include a raised portion a" ~which isolates the inlet from the outlet, while being spaced from the top wall of the 15 container, the raised portion requiring that liquid entering through the inlet and seeking to reach the outlet through the by-pass compartment must overflow the raised portion in order to do so, first and second openings through the partition on the inlet side and the outlet side, respectively, of the raised portion, 20 a first pipe commencing substantially at said first opening, extending downward therefrom, and opening into said treatment compartment at an intermediate vertical location therein, a second pipe commencing substantially at said second opening, extending downward therefrom, and opening into said treatment compartment at an intermediate vertical location therein, whereby said openings and pipes communicate the by-pass compartment with the treatment compartment, the openings and corresponding pipes being such that liquid, without having to overflow said raised portion, can travel from the inlet to the outlet by passing through the first opening into the treatment compartment, thence through the treatment compartment, thence through the second opening into the by-pass I/I compartment, thence to the outlet, one of said openings and the corresponding pipe having an internal diameter large enough to allow passage of a maintenance worker from said by-pass compartment into said treatment compartment, an access opening through the top wall of the container, positioned such that maintenance personnel can, without having to enter the container, pass a snorkel through the access opening and said one of the openings in the partition, in order to pump out the contents of the treatment compartment.
GENERAL DESCRIPTION OF THE DRAWINGS One embodiment of this invention is illustrated in the accompanying drawings, in which like numerals denote like parts throughout the several views, and in which: Figure 1 is a vertical, axial sectional view of an interceptor container embodying this invention; Figure 2 is a lateral sectional view of Figure 1, taken at the line 2-2; Figure 3 is a plan view of a partition for use with this invention; and Figure 4 is a vertical sectional profile of the partition of Figure 3.
DETAILED DESCRIPTION OF THE DRAWINGS Attention is first directed to Figure 1, in which a tank interceptor is shown generally at the numeral 10. The tank interceptor 10 is in a form of a container 12 which has a circular bottom wall 14, a cylindrical side wall 16 (made of interlocking 20 sections) and a substantially circular top wall 18.
The walls 14, 16 and 18 define an internal chamber 20 which is divided, by a partition 22, into a by-pass compartment 24 above the partition 22, and a treatment compartment 26 below the partition 22.
The construction shown in Figure 1 provides an inlet 28 through the side wall 25 16 adjacently above the upper surface 30 of the partition 22, the inlet 28 being adapted to permit liquid to flow into the by-pass compartment 24. At a peripheral location on the side wall 16 which is spaced away from the inlet 28, the illustrated "".construction provides an outlet 32 through the side wall 16 adjacently above the upper surface of the partition 22, the outlet 32 being adapted to permit liquid to flow out of the by-pass compartment 24. Typically, the outlet 32 would be located slightly lower than the inlet 28, to provide a gradient that promotes flow through the tank interceptor.
While Figure 1 shows the inlet and outlet to be approximately diametrally opposed, this is not essential.
The upper surface 30 of the partition 22 is configured in such a way as to include a raised portion 34 which isolates the inlet 28 from the outlet 32, while being spaced below the top wall 18 of the container 12. The raised portion 34 requires that liquid entering through the inlet 28 and seeking to reach the outlet 32 through the bypass compartment 24 must overflow the raised portion 34 in order to do so.
The partition 22 exhibits a first opening 36 on the inlet side of the raised portion 34, and a second opening 40 on the outlet side of the raised portion 34.
Preferably, the opening 36 is provided by an annular insert 37 which is one of several inserts having different opening sizes, to accommodate different average flow-rates or different interceptor sizes.
Attention is now directed to Figure 1, which shows a first pipe 42 which begins at the opening 36, extends downward therefrom, and opens into the treatment compartment 26 at an intermediate vertical location therein. More specifically, the first pipe 42 terminates at a T-connection 44 set at right angles to a radius, thus promoting circumferential movement of any liquid entering the compartment 26 at the bottom of the pipe 42.
A second pipe 48 commences at the second opening 40 and extends downward 20 therefrom, opening into the treatment compartment 26 at an intermediate vertical location therein.
Thus the openings 36 and 40, along with the associated pipes 42, 48, respectively, communicate the by-pass compartment 24 with the treatment .**:-compartment 26.
25 It will thus be understood that the openings 36, 40 and the corresponding pipes 42, 48 are such that liquid, without having to overflow the raised portion 34, can travel from the inlet 28 to the outlet 32 by passing through the first opening 36 and the associated pipe 42, thence into the treatment compartment, thence through the treatment compartment to the bottom of the pipe 48, thence upwardly through the pipe 48 and the opening 40, thence to the outlet 32 for discharge.
In the embodiment illustrated, the opening 40 the opening on the "outlet" side of the weir constituted by the raised portion 34) has an internal diameter large enough to allow passage of a maintenance worker from the by-pass compartment 24 into the treatment compartment 26.
Still looking at Figure 1, it will be seen that the top wall 18 of the container 12 provides an access opening 52 which is offset with respect to the axis of the circular top wall 18, such that it approximately overlies the position of the opening A cover and grate 54 is provided to close the access opening 52. By generally aligning the opening 52 with the opening 40, it is possible to carry out inspection, sampling and the pumping out of the entire contents of the treatment compartment 26 from a position above the access opening 52, thus making it unnecessary, at least for a large number of maintenance tasks, for a worker to actually enter the container 12.
However, to facilitate the work of personnel that do need to enter the containers for cleaning and other purposes, a standard ladder 56 is anchored into the cylindrical side wall 16 of the container 12.
"Also shown in Figure 1 is a vent pipe 60, which rises adjacent the inside surface of the cylindrical side wall 16 of the container, and which can be protected by the ladder 56, as seen in Figure 2.
Although the illustrated embodiment shows the larger opening through the partition 22 to be that adjacent the outlet 32, i.e. the opening 40, the larger opening could also be adjacent the inlet, simply by reconfiguring the size and disposition of 20 the weir constituted by the raised portion 39.
It is preferred, but not essential, that the upper surface 30 of the partition 22 lie substantially in a single horizontal plane.
The internal diameter of the pipe 48 should be at least about 50cr and preferably In use, low-flow liquid entering at the inlet 28 will be constrained by the weir (raised portion 34) to pass downwardly through the opening 36 and into the treatment chamber 26. The liquid will gradually accumulate in the compartment 26 until it reaches the bottom of the pipe 48. Continuing inflow through the opening 36 will gradually compress the air located under the partition 22 (at locations other than the openings 36 and 40). Floating contaminants like oil, grease, etc. will tend to accumulate under the partition 34, thus trapping them in this position and not allowing them to rise up along the larger pipe 48 to gain access to the outlet 32.
8 While one embodiment of this invention has been illustrated in the accompanying drawings and described hereinabove, it will be evident to those skilled in the art that changes and modifications may be made therein, without department from the essence of this invention, as set forth in the appended claims.
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Claims (6)
1. A tank interceptor for rainwater and waste-water, including: a container including a bottom wall, a side wall and a top wall, said walls defining an internal chamber, a partition dividing the chamber into a by-pass compartment above the partition and a treatment compartment below the partition, the partition having an upper surface, an inlet through the side wall adjacently above said upper surface of the partition, the inlet being adapted to permit liquid to flow into the by-pass compartment, outlet through the side wall adjacently above the upper surface of the partition, the outlet being adapted to permit liquid to flow out of said by-pass compartment, "the upper surface of the partition being configured to include a raised portion which isolates the inlet from the outlet, while being spaced from the top wall of the S container, the raised portion requiring that liquid entering through the inlet and seeking to reach the outlet through the by-pass compartment must overflow the raised portion in order to do so, first and second openings through the partition on the inlet side and the outlet side, respectively, of the raised portion, a first pipe commencing substantially at said first opening, extending downward therefrom, and opening into said treatment compartment at an intermediate vertical location therein, a second pipe commencing substantially at said second opening, extending downward therefrom, and opening into said treatment compartment at an intermediate vertical location therein, whereby said openings and pipes communicate the by-pass compartment with the treatment compartment, L the openings and corresponding pipes being such that liquid, without having to overflow said raised portion, can travel from the inlet to the outlet by passing through the first opening into the treatment compartment, thence through the treatment compartment, thence through the second opening into the by-pass compartment, thence to the outlet, one of said openings and the corresponding pipe having an internal diameter large enough to allow passage of a maintenance worker from said by- pass compartment into said treatment compartment, an access opening through the top wall of the container, positioned such that maintenance personnel can, without having to enter the container, pass a snorkel through the access opening and said one of the openings in the partition, in order to pump out the contents of the treatment compartment.
2. The tank interceptor claimed in claim 1, in which said one of said openings is the second opening, said access opening through the top wall of the container 1 5 being generally aligned with said one of said openings. 15
3. The tank interceptor claimed in claim 1 or claim 2, in which the upper surface of the partition lies substantially in a single horizontal plane except for said raised portion, said raised portion having the shape of an elongate weir.
4. The tank interceptor claimed in any one of the preceding claims, in which the internal diameter of said second pipe is at least 50 cm.
5. The tank interceptor claimed in any one of the preceding claims, in which means are provided for venting the treatment compartment to the atmosphere.
6. A tank interceptor substantially as herein before described with reference to the illustrations. DATED: 30 April 1999 PHILLIPS ORMONDE FITZPATRICK Attorneys for: X-CEPTOR INTERNATIONAL INC. Q "VT C \WINWORD\TONIA\BF\SPECI\SP52026.DOC
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA002175277A CA2175277C (en) | 1996-04-29 | 1996-04-29 | Enhanced separator tank |
| US08/642,651 US5725760A (en) | 1996-04-29 | 1996-05-03 | Enhanced separator tank |
| JP11147697A JP3581233B2 (en) | 1996-04-29 | 1997-04-28 | Interception tank |
| AU23769/97A AU2376997A (en) | 1996-04-29 | 1997-04-29 | Enhanced separator tank |
| PCT/CA1997/000287 WO1997041316A1 (en) | 1996-04-29 | 1997-04-29 | Enhanced separator tank |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA2175277 | 1996-04-29 | ||
| CA002175277A CA2175277C (en) | 1996-04-29 | 1996-04-29 | Enhanced separator tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| AU5202696A AU5202696A (en) | 1997-10-30 |
| AU707133B2 true AU707133B2 (en) | 1999-07-01 |
Family
ID=4158092
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AU52026/96A Expired AU707133B2 (en) | 1996-04-29 | 1996-05-03 | Enhanced separator tank |
Country Status (5)
| Country | Link |
|---|---|
| CN (1) | CN1077189C (en) |
| AU (1) | AU707133B2 (en) |
| ID (1) | ID16688A (en) |
| MY (1) | MY118987A (en) |
| NZ (1) | NZ314646A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9315981B2 (en) * | 2013-08-14 | 2016-04-19 | Hydro International Plc | Separator module for a stormwater gully chamber |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3282436A (en) * | 1963-06-17 | 1966-11-01 | Industrikemiska Ab | Combined by-pass and/or distribution sediment-thickening unit for sewage purificationplants |
| US3374894A (en) * | 1966-07-12 | 1968-03-26 | John D. Webster | Separating device for liquid fuel and water mixtures |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2175277C (en) * | 1996-04-29 | 1999-03-23 | Joseph Gordon Monteith | Enhanced separator tank |
-
1996
- 1996-05-03 AU AU52026/96A patent/AU707133B2/en not_active Expired
-
1997
- 1997-04-22 NZ NZ314646A patent/NZ314646A/en not_active IP Right Cessation
- 1997-04-22 MY MYPI97001737A patent/MY118987A/en unknown
- 1997-04-29 ID IDP971431A patent/ID16688A/en unknown
- 1997-04-29 CN CN97113074A patent/CN1077189C/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3282436A (en) * | 1963-06-17 | 1966-11-01 | Industrikemiska Ab | Combined by-pass and/or distribution sediment-thickening unit for sewage purificationplants |
| US3374894A (en) * | 1966-07-12 | 1968-03-26 | John D. Webster | Separating device for liquid fuel and water mixtures |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1168439A (en) | 1997-12-24 |
| MY118987A (en) | 2005-02-28 |
| AU5202696A (en) | 1997-10-30 |
| CN1077189C (en) | 2002-01-02 |
| NZ314646A (en) | 1998-09-24 |
| ID16688A (en) | 1997-10-30 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| HB | Alteration of name in register |
Owner name: X-CEPTOR INTERNATIONAL LIMITED Free format text: FORMER NAME WAS: X-CEPTOR INTERNATIONAL INC. |