JPH01231971A - Production of spray concrete - Google Patents
Production of spray concreteInfo
- Publication number
- JPH01231971A JPH01231971A JP63244702A JP24470288A JPH01231971A JP H01231971 A JPH01231971 A JP H01231971A JP 63244702 A JP63244702 A JP 63244702A JP 24470288 A JP24470288 A JP 24470288A JP H01231971 A JPH01231971 A JP H01231971A
- Authority
- JP
- Japan
- Prior art keywords
- mixture
- resin
- dry
- concrete
- water
- 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.)
- Pending
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 12
- 239000007921 spray Substances 0.000 title claims description 8
- 238000004519 manufacturing process Methods 0.000 title claims description 4
- 239000000203 mixture Substances 0.000 claims abstract description 43
- 239000000654 additive Substances 0.000 claims abstract description 23
- 239000011347 resin Substances 0.000 claims abstract description 22
- 229920005989 resin Polymers 0.000 claims abstract description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 18
- 239000012615 aggregate Substances 0.000 claims abstract description 14
- 239000011230 binding agent Substances 0.000 claims abstract description 11
- 239000007787 solid Substances 0.000 claims abstract description 10
- 238000005507 spraying Methods 0.000 claims abstract description 10
- 239000004848 polyfunctional curative Substances 0.000 claims abstract description 7
- 239000003795 chemical substances by application Substances 0.000 claims description 16
- 239000004615 ingredient Substances 0.000 claims description 4
- 239000008240 homogeneous mixture Substances 0.000 abstract description 3
- 239000000428 dust Substances 0.000 abstract description 2
- 230000000996 additive effect Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 15
- 239000004568 cement Substances 0.000 description 9
- 239000003822 epoxy resin Substances 0.000 description 5
- 229920000647 polyepoxide Polymers 0.000 description 5
- 239000011398 Portland cement Substances 0.000 description 3
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 3
- 238000001035 drying Methods 0.000 description 2
- 230000001804 emulsifying effect Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 150000004645 aluminates Chemical class 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- LNEPOXFFQSENCJ-UHFFFAOYSA-N haloperidol Chemical compound C1CC(O)(C=2C=CC(Cl)=CC=2)CCN1CCCC(=O)C1=CC=C(F)C=C1 LNEPOXFFQSENCJ-UHFFFAOYSA-N 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- -1 plyash Substances 0.000 description 1
- 229920000768 polyamine Polymers 0.000 description 1
- 229920001225 polyester resin Polymers 0.000 description 1
- 239000004645 polyester resin Substances 0.000 description 1
- 229920005594 polymer fiber Polymers 0.000 description 1
- 238000005215 recombination Methods 0.000 description 1
- 230000006798 recombination Effects 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
- 150000004760 silicates Chemical class 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000008030 superplasticizer Substances 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
- Application Of Or Painting With Fluid Materials (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は樹脂含有コンクリートの吹付けによる新規な製
造方法およびその方法に使用する乾燥混合物に関するも
のである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a new method for producing resin-containing concrete by spraying and to a dry mixture used in the method.
改良された機械的性質を有する樹脂含有コンクリートは
通常の方法により、または吹付は工程により製造するこ
とができる。後者の場合には、−方から通常の乾燥成分
(水硬性)結合剤および骨材)を、他方から乳化樹脂を
硬化剤および水とともに、個別の通路を通してノズルに
供給することが提案されている。結果的に、特に、好ま
しいことであるが、乳化樹脂と硬化剤とを二つの異なる
液体流で添加するならば、特殊な装置が必要である。さ
らに、一方からの乾燥成分と他方からの液体流とは均一
には混合されない。Resin-containing concrete with improved mechanical properties can be produced by conventional methods or by spraying processes. In the latter case, it is proposed to feed the nozzle through separate channels with the usual dry components (hydraulic binders and aggregates) from one side and the emulsifying resin from the other with hardener and water. . Consequently, special equipment is required, especially if, as is preferred, the emulsifying resin and hardener are added in two different liquid streams. Furthermore, the dry components from one and the liquid stream from the other are not homogeneously mixed.
乾燥成分を樹脂および硬化剤ならびに添加剤と混合し、
その乾燥混合物を吹付はノズルに供給し、そこに水を添
加する吹付は工程により、樹脂含有コンクリートを製造
し得ることがここに見いだされた。この方法により全成
分の均一な混合物が保証され、吹付は工程中のダストの
発生および再結合が消失し、さらに、乾燥吹付は工程用
の通常の装置が使用し得る。mixing the dry ingredients with the resin and curing agent and additives;
It has now been found that resin-containing concrete can be produced by a spray process in which the dry mixture is fed into a spray nozzle and water is added thereto. This method ensures a homogeneous mixture of all components, spraying eliminates dust generation and recombination during the process, and dry spraying allows the use of the usual equipment for the process.
本発明の他の態様は、本件方法の第1段階において水硬
結合剤、骨材、反応性樹脂および硬化剤、ならびに任意
に添加剤を混合することにより得られる乾燥混合物であ
る。この乾燥混合物は自由流動性であり、数時間も貯蔵
することができる。Another aspect of the invention is the dry mixture obtained by mixing hydraulic binder, aggregate, reactive resin and curing agent, and optionally additives in the first step of the process. This dry mixture is free-flowing and can be stored for even several hours.
本件方法および本発明の乾燥混合物に使用する水硬性結
合剤はポルトランドセメント、アルミナセメントまたは
混合セメント、たとえばポッツォラナセメント、スラグ
セメントもしくは他の型のものが可能であり、ポルトラ
ンドセメントが好ましい。砂および粗大骨材のような通
常の骨材のほかにも鋼、ガラスまたは重合体繊維、顔料
および充填剤たとえばプライアッシュ、シリカ7ユーム
、石灰のような固体添加物ならびに他の公知の物質を含
有していてもよい。The hydraulic binder used in the process and in the dry mixture of the invention can be a portland cement, an alumina cement or a mixed cement, such as pozzolana cement, slag cement or other types, with portland cement being preferred. In addition to the usual aggregates such as sand and coarse aggregates, steel, glass or polymer fibers, pigments and fillers, solid additives such as plyash, silica, lime and other known substances are used. May contain.
本件方法に、および本発明記載の乾燥混合物に使用する
反応性樹脂は、好ましくは建設分野で通常使用される種
類のエポキシ樹脂である。他の公知の樹脂はインシアネ
ート付加生成物またはポリエステル樹脂である。エポキ
シ樹脂の硬化のために添加する硬化剤には、いかなる公
知の硬化剤も、たとえばこの目的に使用する周知のポリ
アミンまたはポリアミノアミドも可能である。The reactive resins used in the process and in the dry mixture according to the invention are preferably epoxy resins of the type commonly used in the construction sector. Other known resins are incyanate addition products or polyester resins. The curing agent added for curing the epoxy resin can be any known curing agent, such as the well-known polyamines or polyaminoamides used for this purpose.
本発明記載の方法に使用する乾燥混合物に添加し得る可
溶性添加剤は通常の添加剤、たとえば流動化剤、硬化遅
延剤(set retarder) 、空気随伴剤(a
ir−entraining agent) 、霜防止
剤等である。Soluble additives which can be added to the dry mixture used in the process according to the invention include the usual additives such as superplasticizers, set retarders, air entrainers (a
ir-entraining agents), anti-frost agents, etc.
しかし、公知のアルミン酸塩、ケイ酸塩、アルカリ性剤
またはこれらの混合物のような硬化促進剤は、好ましく
は水に添加し、これを吹付はノズル中で上記の混合物に
与える。However, hardening accelerators such as known aluminates, silicates, alkalinity agents or mixtures thereof are preferably added to the water, which is sprayed onto the mixture in a nozzle.
本発明記載の方法において、反応性樹脂、硬化剤は、ま
た、任意に最終混合物に含有させるべきいかなる可溶性
添加剤も、好ましくはまず、均一な混合物を得るのに必
要な最少量の水と混合する。In the method according to the invention, the reactive resin, curing agent, and optionally any soluble additives to be included in the final mixture, are preferably first mixed with the minimum amount of water necessary to obtain a homogeneous mixture. do.
この混合物を混合器中で水硬性結合剤、骨材および存在
するとすれば固体添加剤に添加し、この成分を好ましく
は上記の樹脂混合物を添加する前に十分に混合する。つ
いで、本発明記載の乾燥混合物を通常のローター型の乾
燥吹付は装置に供給し、ここで、上記の自由流動性乾燥
混合物を加圧(圧搾空気)下で吹付はノズルに送り、任
意に硬化促進剤を含有する必要量の水で濡らす。This mixture is added to the hydraulic binder, aggregate, and any solid additives in a mixer, and the ingredients are preferably thoroughly mixed before adding the resin mixture described above. The dry mixture according to the invention is then fed into a conventional rotor-type drying spray device, where the free-flowing dry mixture is sent under pressure (compressed air) to a nozzle and optionally cured. Wet with the required amount of water containing accelerator.
使用量は好ましくは以下のとおりである:セメント、骨
材および固体添加剤よりなるこの基本的混合物は、全て
の百分率を混合物の全量に対する重量パーセントとして
表して8ないし80%の、好ましくは15−30%のセ
メント、20ないし92%の、好ましくは70−85%
の骨材および0ないし20%の、好ましくは0−10%
の固体添加剤を含有する。本発明記載の乾燥混合物は、
好適には、セメントの重量を基準にして2ないし20%
の、好ましくは3−1部%のエポキシ樹脂、2ないし2
0%の、好ましくは3−10%の硬化剤およびOないし
20%の、好ましくは0−2%の可溶性添加剤を含有す
る。この混合物は硬化剤の重量を基準にしてOないし2
00%の、好ましくは50−120%の水を含有する。The amounts used are preferably as follows: this basic mixture of cement, aggregate and solid additives contains from 8 to 80%, preferably 15-80%, all percentages expressed as weight percentages relative to the total amount of the mixture. 30% cement, 20-92%, preferably 70-85%
of aggregate and 0 to 20%, preferably 0-10%
Contains solid additives. The dry mixture according to the invention comprises:
Preferably from 2 to 20% based on the weight of the cement.
of, preferably 3-1 part % of epoxy resin, 2 to 2
Contains 0%, preferably 3-10% curing agent and O to 20%, preferably 0-2% soluble additives. This mixture is made from O to 2 O based on the weight of the curing agent.
00%, preferably 50-120% water.
上記の混合物を調製するのに使用した水を含め、セメン
トの重量を基準にして全量30−50%の水を吹付はノ
ズル中でこの混合物に添加して、吹付けるべきコンクリ
ート混合物とする。これは、ここでもセメントの重量を
基準にして、口ないし10%の硬化促進剤が含有してい
てもよい。A total of 30-50% water, based on the weight of cement, including the water used to prepare the above mixture, is added to this mixture in the spray nozzle to form the concrete mixture to be sprayed. It may also contain up to 10% hardening accelerator, again based on the weight of the cement.
以下の実施例において、全ての部は重量部である。In the following examples, all parts are by weight.
実施例
1部部のエポキシ樹脂、10部の硬化剤および2部の流
動化剤を10部の水と混合する。この混合物を650部
の骨材(0−4mm)と 150部のポルトランドセメ
ントとの予備混合物に添加する。得られる乾燥混合物を
ローター型の乾燥吹付は装置に供給し、50部の水で濡
らす。この方法で得られる吹付はコンクリートをスイス
標準5N640461に従って試験したが、凍結および
熔融塩による処理を4θθ回反復したのちにも損傷は示
されなかった。EXAMPLE 1 part epoxy resin, 10 parts curing agent and 2 parts superplasticizer are mixed with 10 parts water. This mixture is added to a premix of 650 parts aggregate (0-4 mm) and 150 parts Portland cement. The resulting dry mixture is fed into a rotor-type drying spray apparatus and wetted with 50 parts of water. The sprayed concrete obtained in this way was tested according to Swiss standard 5N640461 and showed no damage after 4θθ cycles of freezing and molten salt treatment.
本発明の主なる特徴および態様は以下のとおりである。The main features and aspects of the invention are as follows.
1、乾燥成分を樹脂および硬化剤ならびに任意に添加剤
と混合する段階、その乾燥混合物を吹付はノズルに供給
する段階、ならびにその混合物に吹付は工程の直前に水
を添加する段階よりなる、吹付けによる樹脂含有コンク
リートの製造方法。1. Mixing the dry ingredients with the resin and curing agent and optionally additives, feeding the dry mixture into a spray nozzle, and adding water to the mixture just before the spraying process. A method for producing resin-containing concrete by attaching.
2、上記の樹脂、硬化剤および任意に可溶性添加剤を最
初に、最少量の水と混合する上記の第1項記載の方法。2. The method of paragraph 1 above, wherein the resin, curing agent and optionally soluble additives are first mixed with a minimum amount of water.
3、水硬性結合剤、骨材および任意に固体添加剤を最初
に、上記の第2項の方法により得られる混合物の添加前
に混合する上記の第1項記載の方法。3. A method according to paragraph 1 above, in which the hydraulic binder, aggregate and optionally solid additives are first mixed before addition of the mixture obtained by the method according to paragraph 2 above.
4、水硬性結合剤、骨材、樹脂、硬化剤および任意に可
溶性添加剤および/または固体添加剤よりなる乾燥コン
クリート混合物。4. Dry concrete mixture consisting of hydraulic binders, aggregates, resins, hardeners and optionally soluble and/or solid additives.
5、全ての百分率を混合物の全重量を基準とするものと
して、8ないし80%の水硬性結合剤、20ないし92
%の骨材およびOないし20%の固体添加剤よりなる上
記の第4項記載の乾燥混合物。5. 8 to 80% hydraulic binder, all percentages based on the total weight of the mixture, 20 to 92%
% aggregate and O to 20% solid additives.
6.15−30%の水硬性結合剤、70−85%の骨材
および0−1θ%の固体添加剤よりなる上記の第5項記
載の乾燥混合物。6. Dry mixture according to paragraph 5 above, consisting of 15-30% hydraulic binder, 70-85% aggregate and 0-1θ% solid additives.
7、全ての百分率を水硬性結合剤の重量を基準とするも
のとして、2ないし20%のエポキシ樹脂、2ないし2
0%の硬化剤および0ないし20%の可溶性添加剤を含
有する上記の第4ないし第6項のいずれかに記載された
乾燥混合物。7. 2 to 20% epoxy resin, all percentages based on the weight of hydraulic binder, 2 to 2
A dry mixture as claimed in any of paragraphs 4 to 6 above containing 0% curing agent and 0 to 20% soluble additives.
8.3−10%の樹脂、3−10%の硬化剤および0−
2%の可溶性添加剤を含有する上記の第7項記載の乾燥
混合物。8.3-10% resin, 3-10% hardener and 0-
Dry mixture according to paragraph 7 above containing 2% soluble additives.
9、硬化剤の重量を基準にして0ないし200%の水を
含有する上記の第7項記載の乾燥混合物。9. Dry mixture according to paragraph 7 above, containing from 0 to 200% water based on the weight of the curing agent.
10、50−120%の水を含有する上記の第8および
第9項記載の乾燥混合物。10. Dry mixture according to paragraphs 8 and 9 above containing 50-120% water.
Claims (1)
と混合する段階、その乾燥混合物を吹付けノズルに供給
する段階、ならびにその混合物に吹付け工程の直前に水
を添加する段階よりなる、吹付けによる樹脂含有コンク
リートの製造方法。 2、水硬性結合剤、骨材、樹脂、硬化剤および任意に可
溶性添加剤および/または固体添加剤よりなる乾燥コン
クリート混合物。[Claims] 1. Mixing the dry ingredients with the resin and curing agent and optionally additives, feeding the dry mixture to the spray nozzle, and adding water to the mixture immediately before the spraying step. A method for producing resin-containing concrete by spraying, comprising the steps of: 2. Dry concrete mixture consisting of hydraulic binders, aggregates, resins, hardeners and optionally soluble and/or solid additives.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH3862/87A CH674007A5 (en) | 1987-10-02 | 1987-10-02 | |
CH03862/87-2 | 1987-10-02 |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH01231971A true JPH01231971A (en) | 1989-09-18 |
Family
ID=4265069
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63244702A Pending JPH01231971A (en) | 1987-10-02 | 1988-09-30 | Production of spray concrete |
Country Status (10)
Country | Link |
---|---|
JP (1) | JPH01231971A (en) |
AT (1) | AT395416B (en) |
AU (1) | AU625370B2 (en) |
BE (1) | BE1004354A3 (en) |
CH (1) | CH674007A5 (en) |
DE (1) | DE3832711A1 (en) |
ES (1) | ES2012126A6 (en) |
FR (1) | FR2621309B1 (en) |
GB (1) | GB2210565B (en) |
IT (1) | IT1224555B (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3923972A1 (en) * | 1989-07-20 | 1991-01-31 | Sandoz Ag | METHOD FOR PRODUCING A STORAGE-RICH RESPONSE RESISTANT CEMENT MOERTEL DRY MIXTURE |
GB2360472A (en) * | 2000-03-24 | 2001-09-26 | Joseph Ash Storage Tanks Ltd | Method of coating storage tanks with concrete |
Family Cites Families (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1113205A (en) * | 1965-08-02 | 1968-05-08 | James Howard Donnelly | Inorganic cement compositions |
FR1533433A (en) * | 1967-05-31 | 1968-07-19 | France Etat | Process for the production of improved hydraulic grouts, mortars and concretes and products obtained |
GB1346300A (en) * | 1968-05-13 | 1974-02-06 | Ici Ltd | Cement compositions |
ZA711526B (en) * | 1970-03-18 | 1971-11-24 | Ici Ltd | New cement compositions |
BE793375A (en) * | 1972-01-03 | 1973-06-27 | Ici Ltd | NEW CEMENT COMPOSITIONS |
JPS5841908B2 (en) * | 1972-01-13 | 1983-09-16 | ボンタイル カブシキガイシヤ | Keishiyousou no Keiseihouhou |
US3873481A (en) * | 1973-05-10 | 1975-03-25 | Gen Mills Chem Inc | Phthalic anhydrides adducts of amino-amides of monomeric fatty compounds |
DE2728861A1 (en) * | 1976-06-30 | 1978-01-05 | Ciba Geigy Ag | USE OF Aqueous RESIN SOLUTIONS AS A BINDING AND IMPREEGNATING AGENT |
DE2840874C3 (en) * | 1978-09-20 | 1981-12-10 | Rütgerswerke AG, 6000 Frankfurt | Use of a binder mixture for the renovation of reinforced concrete parts |
DE3136737C2 (en) * | 1980-09-16 | 1984-10-25 | Hermann-Dieter Dr. 4000 Düsseldorf Koehne | Process for the production of sprayed concrete containing plastic |
US4421797A (en) * | 1980-09-16 | 1983-12-20 | Pressbau Gmbh | Method and device for the dry-spray application of concrete to a substrate |
DE3233744C2 (en) * | 1982-06-03 | 1987-01-22 | Pressbau GmbH, 4300 Essen | Process for mixing a plastic-containing shotcrete and nozzle mixing body for carrying out the process |
AT382859B (en) * | 1983-10-07 | 1987-04-27 | Schretter & Cie | USE OF PLASTER AND ANHYDRITE-FREE CEMENT |
DE3523479A1 (en) * | 1985-07-01 | 1987-01-08 | Heinz Marohn | METHOD FOR PRODUCING A REACTION RESIN-CEMENT BUILDING MATERIAL MIXTURE |
JPS62236712A (en) * | 1986-04-07 | 1987-10-16 | 株式会社竹中工務店 | Method and device for adding water-soluble high molecular compound to cement composition |
DE3831951C2 (en) * | 1988-09-21 | 1997-07-24 | Dyckerhoff & Widmann Ag | Dry spray process for processing mortar or concrete |
DE3908420A1 (en) * | 1989-03-15 | 1990-09-20 | Ruetgerswerke Ag | DRY MORTAR AND METHOD FOR THE PRODUCTION THEREOF |
DE3923972A1 (en) * | 1989-07-20 | 1991-01-31 | Sandoz Ag | METHOD FOR PRODUCING A STORAGE-RICH RESPONSE RESISTANT CEMENT MOERTEL DRY MIXTURE |
-
1987
- 1987-10-02 CH CH3862/87A patent/CH674007A5/de not_active IP Right Cessation
-
1988
- 1988-09-27 DE DE3832711A patent/DE3832711A1/en not_active Withdrawn
- 1988-09-29 GB GB8822838A patent/GB2210565B/en not_active Expired - Lifetime
- 1988-09-30 IT IT8848410A patent/IT1224555B/en active
- 1988-09-30 AT AT0241488A patent/AT395416B/en not_active IP Right Cessation
- 1988-09-30 BE BE8801125A patent/BE1004354A3/en not_active IP Right Cessation
- 1988-09-30 AU AU23382/88A patent/AU625370B2/en not_active Ceased
- 1988-09-30 JP JP63244702A patent/JPH01231971A/en active Pending
- 1988-09-30 ES ES8802989A patent/ES2012126A6/en not_active Expired - Lifetime
- 1988-09-30 FR FR8812940A patent/FR2621309B1/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
ES2012126A6 (en) | 1990-03-01 |
AU2338288A (en) | 1989-04-06 |
AU625370B2 (en) | 1992-07-09 |
GB2210565A (en) | 1989-06-14 |
ATA241488A (en) | 1992-05-15 |
FR2621309A1 (en) | 1989-04-07 |
IT1224555B (en) | 1990-10-04 |
GB2210565B (en) | 1992-04-01 |
IT8848410A0 (en) | 1988-09-30 |
GB8822838D0 (en) | 1988-11-02 |
AT395416B (en) | 1992-12-28 |
FR2621309B1 (en) | 1993-05-21 |
BE1004354A3 (en) | 1992-11-10 |
CH674007A5 (en) | 1990-04-30 |
DE3832711A1 (en) | 1989-04-20 |
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