EP1295691A2 - Anlage zum Herstellen von dampfgehärteten Baustoffen - Google Patents
Anlage zum Herstellen von dampfgehärteten Baustoffen Download PDFInfo
- Publication number
- EP1295691A2 EP1295691A2 EP02017298A EP02017298A EP1295691A2 EP 1295691 A2 EP1295691 A2 EP 1295691A2 EP 02017298 A EP02017298 A EP 02017298A EP 02017298 A EP02017298 A EP 02017298A EP 1295691 A2 EP1295691 A2 EP 1295691A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- heating chamber
- autoclave
- aerated concrete
- station
- 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
- 239000004566 building material Substances 0.000 title claims abstract description 8
- 238000010438 heat treatment Methods 0.000 claims abstract description 36
- 239000004567 concrete Substances 0.000 claims abstract description 32
- 238000004519 manufacturing process Methods 0.000 claims abstract description 11
- 239000007789 gas Substances 0.000 claims description 3
- 239000002918 waste heat Substances 0.000 claims description 2
- 238000005520 cutting process Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 5
- 239000011381 foam concrete Substances 0.000 description 12
- 238000000855 fermentation Methods 0.000 description 7
- 230000004151 fermentation Effects 0.000 description 7
- 238000012546 transfer Methods 0.000 description 7
- 238000005266 casting Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 4
- 238000003860 storage Methods 0.000 description 4
- 238000010792 warming Methods 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 239000010802 sludge Substances 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000007630 basic procedure Methods 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- IHQKEDIOMGYHEB-UHFFFAOYSA-M sodium dimethylarsinate Chemical class [Na+].C[As](C)([O-])=O IHQKEDIOMGYHEB-UHFFFAOYSA-M 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B15/00—General arrangement or layout of plant ; Industrial outlines or plant installations
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/50—Producing shaped prefabricated articles from the material specially adapted for producing articles of expanded material, e.g. cellular concrete
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
- B28B11/24—Apparatus or processes for treating or working the shaped or preshaped articles for curing, setting or hardening
- B28B11/245—Curing concrete articles
Definitions
- the invention relates to a plant for producing steam-hardened building materials.
- Steam-hardened building materials in particular steam-hardened lightweight building materials, for example porous or gas concrete, are produced using the following process.
- the ground raw materials sand, lime, cement, sulfate carrier and aluminum powder are metered in batches together with water in a mixer. After mixing, the material is poured into an oiled mold with a volume between 4 and 9 m 3 . After the casting mold has been filled, it is brought to a fermentation station, where the mass is fermented to its final volume and remains between one and six hours until the binder component has set enough green strength for the sawing. When the green strength is sufficient, the material is removed and then cut using wires in a sawing station.
- the material After sawing, the material is either collected at further locations in front of the autoclave until there is an autoclave filling or it is fed directly into the autoclave. After autoclaving, the usual autoclaving time is approx. 12 hours, the material is removed from the autoclave, unloaded in a discharge device, packaged and transported to the warehouse.
- the cleaned and oiled Molds filled with an aerated concrete mixture and then on Proofing stations 102 move where the mass floats in the molds and sets.
- the greenest ones are turned off in a removal station 103 AAC cake tilted by 90 ° and part of the mold removed, while a mold side wall is used as a hard floor remains.
- Another possibility is the implementation of the cellular concrete cake on grids so that the entire shape is removed becomes.
- the aerated concrete cakes are then placed in a cutting station 104 driven and cut there into the desired shape.
- the shapes taken from the cellular concrete cakes are in a cleaning station 105 cleaned and then in one Oil station 106 oiled.
- the hard floors, each with a cellular concrete cake, are now three with their long sides next to each other or with their broad sides placed one above the other on autoclave or hardening car 107 and in entered a tunnel 108, which prevents them from cooling, in particular Train to protect. From tunnel 108, the aerated concrete cakes, if sufficient autoclave trolleys for one autoclave filling stand ready, run into a free autoclave 109 and subjected to steam curing there.
- the cellular concrete cakes are made the autoclave 109 extended and then stand for an aftertreatment and / or packaging on a stand 111. If the aerated concrete cakes are equipped with reinforcements should be in a reinforcement station 112 before casting Reinforcements are inserted into the forms.
- a disadvantage is that such systems have a significant Need space. There will be plenty of space for the fermentation areas and needed for the footprint in front of the autoclave, it It is sometimes customary to install heat tunnels in the area of the fermentation areas, to shorten the fermentation time and thus save space.
- CH-A 281 682 is a plant for the production of concrete slabs, especially the steam-hardened, frame-reinforced Lightweight concrete slabs are known.
- This known system is essentially housed in a temperature-controlled hall, whose interior temperature on a for the requirements of gas concrete or Foam concrete production can be adjusted to the required dimension. With this system, it is disadvantageous that it has a considerable Space requirements and a huge investment for the structural measures required.
- the object of the invention is to provide a system in which the economic production capacity and the space required considerably is reduced and the clock rates during production are increased.
- a particularly compact system is achieved in that all functional sections are arranged parallel to one another.
- the individually new functional sections ie sawing station, heating chamber, heating chamber and autoclave
- the saw and the heating chamber can be arranged above the autoclaves and the heating chamber, the heating chamber being arranged above the heating chamber.
- a system 1 (Fig. 1) for the production of steam-hardened building materials has functional lines 2, 3, 4, 5, 6, 7, which are parallel are arranged to each other.
- Functional routes 2 to 7 are aligned parallel to each other and about the same length, the end regions of the functional sections 2 to 7 on one Height are so that the base of the system 1 is approximately rectangular is, with two longitudinal outer sides L and two end outer sides S.
- the functional routes 2 to 7 extend parallel to the longitudinal outer sides L of Appendix 1.
- a crane runway 8a, 8b Over the end areas of the functional sections 2 to 7 are along a crane runway 8a, 8b a cross crane 9a, 9b along one each Crane runway axis 10a, 10b movable.
- the crane runway axes 10a, 10b are parallel to each other and to the outside S and perpendicular oriented to functional routes 2 to 7.
- the functional sections 2 to 7 each have a track 11a, 11b, 11c, 11d, 11e and 11f with two rails each, the rails being so are dimensioned that aerated concrete molds and autoclave wagons they can be moved.
- the functional section 2 has a between the crane tracks 8a, 8b Cleaning station 15 for molds, a pouring buffer line 16, one Oil station 17 for molds and in the area of Krahnbahn 8b Pouring station 18 on.
- the functional section 3 has a between the crane tracks 8a, 8b Hardness floor buffer section 19, which hard floors from one Unloading station 20 takes over, which is on a track 21 is located, and which is in the extension of the rail 11e of the functional route 3 extends beyond the crane runway 8b.
- the crane runway 8a has a mold construction area 24a in which Molds and hard floors are put together.
- the functional section 4 has one between the crane tracks 8a, 8b Saw buffer section 22, a saw station 23a and a stacking station 23b, with a tilting area in the area of the crane runway 8a 24b for tilting and removing the molds from the hardened cellular concrete cake is provided.
- the functional section 5 has one between the crane tracks 8a, 8b Preheating chamber 5a, the longitudinal axis 5b parallel to and between the rails to the track 11a is arranged.
- the preheating chamber 5a has approximately a length that corresponds to the length of the Functional route 5 between the crane tracks 8a, 8b corresponds.
- the functional section 6 has one between the crane tracks 8a, 8b Heating chamber 6a, the longitudinal axis 6b between the rails of the Track 11b is arranged parallel to track 11b.
- the heating chamber 6a has approximately a length that corresponds to the length of the Functional route 6 between the crane tracks 8a, 8b corresponds.
- the functional section 7 has between the crane tracks 8a, 8b an autoclave 7a, the longitudinal axis 7b between the Rails is arranged parallel to the track 11c.
- the autoclave 7a has a length approximately equal to the length of the functional section 7 between the crane tracks 8a, 8b.
- the track 11c of the functional section 7 is over the crane runway 8b also extends and forms an exit path 25 for batches extended from the autoclave, with hardened aerated concrete products loaded hard floors.
- a cleaned mold standing on the pouring buffer line 16 will oiled in the oil station 17 and then in the pouring station 18 filled.
- the filled shape is by means of the cross crane 9b raised, move along a crane runway axis 10b and onto the Track 11a of the functional section 5 set and in the heating chamber 5a retracted.
- the shape passes through the heat chamber 5a, in the it is preferably exposed to temperatures of 40 to 70 ° C, preferably the fermentation process at a time which is sufficient complete and a green strength sufficient for cutting to get.
- the mold leaves the heat chamber 5a the other side and arrives at crane runway 8a, where it joins a cross crane 9a along a crane runway axis 10a onto the track 11f of the functional section 4 is shifted and there onto the saw buffer section 22 is operated.
- the mold without a hard bottom becomes the mold construction area 24a of the functional section 3 move and there with an empty hardness floor assembled and moved from there to the cleaning station 15, taking these two steps also in reverse can take place.
- the hardness floor comes with cellular concrete cake to the sawing station 23a, where the aerated concrete cake into the desired formats is cut.
- a downstream Station 23b always has three hard floors with aerated concrete cakes placed on a hardening trolley.
- the cut cellular concrete cake is moved into the area of the crane runway 8b and with the cross crane 9b on the track 11b of the functional section 6 and from there moved into the heating chamber 6a.
- the heating chamber 6a the hardening carts are fed continuously, up to the heating chamber an autoclave batch is ready, causing the heating chamber 6a also the task of a buffer or collecting section before Autoclave takes over.
- the cellular concrete cake is in the heating chamber preferably exposed to a temperature ⁇ 100 ° C.
- the hardening trolley reaches the crane runway area 8a, where it from the cross crane 9a on the track 11c of the functional section 7 is set and from there move into the autoclave becomes.
- the heating chamber 6a can e.g. filled and emptied in batches be so that an autoclave batch initially complete heated, then from the heating chamber 6a in batches en bloc is extended and inserted into the autoclave 7a en bloc.
- the hardening trolleys are on the other side of the autoclave 7a move onto an exit section 25 of the functional section 7 in order to free the autoclaves 7a for new batches as quickly as possible do. From the exit section 25, the hardening wagons get into the Area of the crane runway 8b, from where it with the cross crane 9b the track 11e of the functional section 3 implemented and in the unloading station 20 are driven.
- the aerated concrete cakes are made by unloaded the hardening trolley and the hardening trays and the hardening trolley are pushed into the hardness floor magazine 19, where the hardness floors collected and preferably stacked.
- the hardening car then become a transfer station in a suitable manner process or transported.
- the hardening wagons are replaced by the tracks pushed onto the sliding platforms.
- the transfer platforms move the Hardening car along the crane / transfer platform axes 10a, 10b to the desired track where the hardening wagon is from the transfer platform the track is pushed.
- the basic procedure is the same, however.
- the entire System mounted on level foundation plates and the heat chamber arranged above the heating chamber. Is also the Sawing station at the level of the heating chamber, results in particular advantageously with a compact design of the system little floor space consumption. In addition, at a such system no expensive foundation pits for e.g. Sludge storage tank, to be created.
- As transfer devices for Moving the hardening car from the lower level to the upper level Level at which the saw and the heat chamber are located The cross cranes described above also serve here.
- the residence times of the AAC cake in an autoclave advantageously from approx. 12 Hours to about 8 hours.
- This can be a Autoclave now filled three times a day instead of twice become, which leads to a reduction in cycle times and to a Increasing the clock rates in production or reducing it the number of autoclaves can help.
- the high cycle rates and high throughput of the overall cost-effective system allow the system to be operated economically and efficiently with an autoclave at 70,000 to 80,000 m 3 / year.
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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Structural Engineering (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
erhöhten Niveau der Wärmekammer können Einbauten in den Boden, wie Schlammfangbehälter, bzw. die Errichtung eines Kellers vermieden werden, welches die Investitionskosten senkt. Die erfindungsgemäße Kombination dieser Ausführungsform einer Anlage mit dem Aufwärmen und Aufheizen sowohl der Porenbetonformen mit gärender Masse als auch der fertiggeschnittenen Porenbetonkuchen ermöglicht es einerseits eine kompakte Anlage zu erreichen, da die Stellplätze vor den Autoklaven wegfallen, auf der anderen Seite wird der gesamte Produktionsprozess erheblich verkürzt unter optimaler Nutzung der Energie, wodurch auch niedrige Produktionsleistungen noch wirtschaftlich erfolgen können.
- Fig. 1
- schematisch eine Porenbeton-Anlage;
- Fig. 2
- beispielhaft eine Ausgestaltungsform einer Anlage nach Fig. 1;
- Fig. 3
- beispielhaft eine weitere Ausgestaltungsform einer Anlage nach Fig. 2;
- Fig. 4
- eine bekannte Anlage.
zwei kurzen einen langen Autoklaven 7a auf, der zwar über die Kranbahn 8b hinausreicht, dessen Ende sich aber auf Höhe der Gießstation 18 befindet, so daß trotzdem eine kompakte Bauform erreicht wird.
Claims (3)
- Anlage zum Herstellen von Leichtbaustoffen, insbesondere von Gas- oder Porenbeton, mit einer Füllstation (18), in der Porenbetonmasse in Formen gefüllt wird, mindestens einer Wärmekammer (5a), in die gefüllte Formen gebracht und in der das Auftreiben und sogenannte Abbinden bzw. Ansteifen der Porenbetonmasse erfolgt, einer Sägestation (23a), in die abgebundene Porenbetonkuchen anschließend gefahren und in der sie in gewünschte Formate geschnitten werden, mindestens einer Heizkammer (6a), in die geschnittene Porenbetonkuchen eingebracht und unter Wärmeeinwirkung gelagert werden, und mindestens einem Autoklaven (7a), in den Porenbetonkuchen eingeschoben und einer Dampfhärtung unterzogen werden, wobei alle Einrichtungen (18, 5a, 23a, 6a, 7a) mit Schienen ausgerüstete Funktionsstrecken aufweisen, dadurch gekennzeichnet, dass die Wärmekammer (5a) über der Heizkammer (6a) angeordnet ist.
- Anlage nach Anspruch 1,
dadurch gekennzeichnet, dass sich die Sägestation (23a) auf dem Niveau der über der Heizkammer (6a) angeordneten Wärmekammer (5a) befindet. - Anlage nach Anspruch 1 oder 2,
dadurch gekennzeichnet, dass Einrichtungen vorhanden sind, welche Abwärme aus der Heizkammer (6a) der Wärmekammer (5a) zuführen.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19627019 | 1996-07-04 | ||
DE19627019A DE19627019B4 (de) | 1996-07-04 | 1996-07-04 | Verfahren und Anlage zum Herstellen von dampfgehärteten Baustoffen |
EP97921783A EP0918604B1 (de) | 1996-07-04 | 1997-04-25 | Anlage zum herstellen von dampfgehärteten baustoffen |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97921783A Division EP0918604B1 (de) | 1996-07-04 | 1997-04-25 | Anlage zum herstellen von dampfgehärteten baustoffen |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1295691A2 true EP1295691A2 (de) | 2003-03-26 |
EP1295691A3 EP1295691A3 (de) | 2003-04-02 |
EP1295691B1 EP1295691B1 (de) | 2004-04-14 |
Family
ID=7798957
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97921783A Expired - Lifetime EP0918604B1 (de) | 1996-07-04 | 1997-04-25 | Anlage zum herstellen von dampfgehärteten baustoffen |
EP02017298A Expired - Lifetime EP1295691B1 (de) | 1996-07-04 | 1997-04-25 | Anlage zum Herstellen von dampfgehärteten Baustoffen |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97921783A Expired - Lifetime EP0918604B1 (de) | 1996-07-04 | 1997-04-25 | Anlage zum herstellen von dampfgehärteten baustoffen |
Country Status (6)
Country | Link |
---|---|
EP (2) | EP0918604B1 (de) |
AU (1) | AU2772197A (de) |
CZ (2) | CZ300675B6 (de) |
DE (3) | DE19627019B4 (de) |
PL (1) | PL185199B1 (de) |
WO (1) | WO1998001273A1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105082329A (zh) * | 2014-05-05 | 2015-11-25 | 艾乐迈铁科公司 | 浇筑混凝土制品的方法和装置 |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19800182C2 (de) * | 1998-01-05 | 2000-05-04 | Ytong Deutschland Ag | Anlage zum Herstellen von Bauelementen aus dampfgehärteten Baustoffen |
CN102350731A (zh) * | 2011-09-30 | 2012-02-15 | 芜湖新铭丰机械装备有限公司 | 一种蒸养釜工艺布置结构 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE556531A (de) * | ||||
CH281682A (de) * | 1949-07-11 | 1952-03-31 | Messerschmitt Willy Ing Dr | Anlage für die Herstellung von Betonplatten, insbesondere von Leichtbetonplatten. |
FR1360763A (fr) * | 1963-03-28 | 1964-05-15 | Procédé de fabrication en autoclave d'éléments de construction traités de grande dimension en silicate gazeux, ou béton-gaz et installation pour exécution de ce procédé | |
DE3015245A1 (de) * | 1980-04-21 | 1981-10-22 | Pfister Gmbh, 8900 Augsburg | Verfahren zur herstellung von form- und/oder bauteilen aus leichtbeton sowie daraus hergestellte form- und/oder bauteile, insbesondere zur verwendung als isolierungs- und/oder brandschutzelemente |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT72072B (de) * | 1912-03-18 | 1916-07-10 | Alois Peter Bock | Verfahren und Betriebsanlage zur Fertigstellung von Kunststeinerzeugnissen durch kombinierte Erhärtung. |
GB2085425B (en) * | 1980-10-09 | 1984-02-01 | Tselinogradsky Inzhenernostroi | Heat and moisture treatment for building articles |
SE461203B (sv) * | 1983-01-24 | 1990-01-22 | Svanholm Engineering Ab G | Foerfarande och anlaeggning foer framstaellning av element av gasbetong |
DE4135119A1 (de) * | 1991-10-24 | 1993-05-19 | Hebel Ag | Verfahren zum autoklavieren von poroesem, stueckigem gut, insbesondere formkoerper aus porenbeton. |
DE4316307A1 (de) * | 1993-05-14 | 1994-11-17 | Ytong Ag | Verfahren zur Herstellung von dampfgehärteten Bauteilen |
-
1996
- 1996-07-04 DE DE19627019A patent/DE19627019B4/de not_active Expired - Fee Related
-
1997
- 1997-04-25 WO PCT/EP1997/002153 patent/WO1998001273A1/de active IP Right Grant
- 1997-04-25 CZ CZ20040295A patent/CZ300675B6/cs not_active IP Right Cessation
- 1997-04-25 EP EP97921783A patent/EP0918604B1/de not_active Expired - Lifetime
- 1997-04-25 EP EP02017298A patent/EP1295691B1/de not_active Expired - Lifetime
- 1997-04-25 DE DE59711522T patent/DE59711522D1/de not_active Expired - Lifetime
- 1997-04-25 PL PL97330955A patent/PL185199B1/pl unknown
- 1997-04-25 CZ CZ19984335A patent/CZ294145B6/cs not_active IP Right Cessation
- 1997-04-25 AU AU27721/97A patent/AU2772197A/en not_active Abandoned
- 1997-04-25 DE DE59710424T patent/DE59710424D1/de not_active Expired - Lifetime
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE556531A (de) * | ||||
CH281682A (de) * | 1949-07-11 | 1952-03-31 | Messerschmitt Willy Ing Dr | Anlage für die Herstellung von Betonplatten, insbesondere von Leichtbetonplatten. |
FR1360763A (fr) * | 1963-03-28 | 1964-05-15 | Procédé de fabrication en autoclave d'éléments de construction traités de grande dimension en silicate gazeux, ou béton-gaz et installation pour exécution de ce procédé | |
DE3015245A1 (de) * | 1980-04-21 | 1981-10-22 | Pfister Gmbh, 8900 Augsburg | Verfahren zur herstellung von form- und/oder bauteilen aus leichtbeton sowie daraus hergestellte form- und/oder bauteile, insbesondere zur verwendung als isolierungs- und/oder brandschutzelemente |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105082329A (zh) * | 2014-05-05 | 2015-11-25 | 艾乐迈铁科公司 | 浇筑混凝土制品的方法和装置 |
Also Published As
Publication number | Publication date |
---|---|
DE19627019A1 (de) | 1998-01-08 |
PL330955A1 (en) | 1999-06-21 |
EP1295691A3 (de) | 2003-04-02 |
PL185199B1 (pl) | 2003-03-31 |
DE19627019B4 (de) | 2008-01-31 |
EP1295691B1 (de) | 2004-04-14 |
CZ294145B6 (cs) | 2004-10-13 |
WO1998001273A1 (de) | 1998-01-15 |
CZ300675B6 (cs) | 2009-07-15 |
DE59711522D1 (de) | 2004-05-19 |
CZ9804335A3 (cs) | 2000-11-15 |
AU2772197A (en) | 1998-02-02 |
EP0918604A1 (de) | 1999-06-02 |
DE59710424D1 (de) | 2003-08-14 |
EP0918604B1 (de) | 2003-07-09 |
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