DE4218216C1 - Large area gas block - has layer of water-retaining material between layers of cement-bonded leather and textile waste - Google Patents

Large area gas block - has layer of water-retaining material between layers of cement-bonded leather and textile waste

Info

Publication number
DE4218216C1
DE4218216C1 DE19924218216 DE4218216A DE4218216C1 DE 4218216 C1 DE4218216 C1 DE 4218216C1 DE 19924218216 DE19924218216 DE 19924218216 DE 4218216 A DE4218216 A DE 4218216A DE 4218216 C1 DE4218216 C1 DE 4218216C1
Authority
DE
Germany
Prior art keywords
layer
cement
water
textile
intermediate layer
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 - Fee Related
Application number
DE19924218216
Other languages
German (de)
Inventor
Helmut Dr.-Ing.Habil. O-9153 Neuwuerschnitz De Fuchs
Werner Prof. Dr.Sc. O-7024 Leipzig De Knaupe
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.)
ENVIRONMENTAL TECHNOLOGIES (EUROPA) LTD., WESTCLIF
Original Assignee
ENVIRONMENTAL TECHN EUR 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
Priority to DE19924218216 priority Critical patent/DE4218216C1/en
Application filed by ENVIRONMENTAL TECHN EUR Ltd filed Critical ENVIRONMENTAL TECHN EUR Ltd
Priority to US08/284,652 priority patent/US5722927A/en
Priority to AT93903150T priority patent/ATE135337T1/en
Priority to DK93903150.6T priority patent/DK0625962T3/en
Priority to ES93903150T priority patent/ES2088664T3/en
Priority to DE59301901T priority patent/DE59301901D1/en
Priority to PCT/DE1993/000102 priority patent/WO1993016009A1/en
Priority to EP93903150A priority patent/EP0625962B1/en
Application granted granted Critical
Publication of DE4218216C1 publication Critical patent/DE4218216C1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/002—Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/004—Sealing liners
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B09—DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09B—DISPOSAL OF SOLID WASTE NOT OTHERWISE PROVIDED FOR
    • B09B1/00—Dumping solid waste
    • 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
    • C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/02—Treatment
    • C04B20/04—Heat treatment
    • 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
    • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • 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
    • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00612—Uses not provided for elsewhere in C04B2111/00 as one or more layers of a layered structure

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Hydrology & Water Resources (AREA)
  • Physics & Mathematics (AREA)
  • Thermal Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

Covering structure to block gas passing through, an intermediate layer (6) of a material which swells and retains water is inserted between layers (5, 7) of mineralised and cement-bonded waste from the textile and leather industries, which are not brittle and subject to cracking. Pref. the intermediate layer (6), between the upper and lower layers (5, 7), is a water-retaining mineral powder mass contained and fixed within stretch textile materials as a textile structure. Or the mineral powder for the intermediate layer (6) can be contained within two layers of non-woven materials, where the carrier layer rests on the bottom layer (7) of the cover, from a mineralised and cement-bonded waste. The intermediate layer (6) can also be a sealing matting with a covering layer (5) from pre-fabricated plates of chopped textiles and cement concrete, or laid concrete as with the bottom layer (7). For covering heaps which emit radon, an additional plastics sealing layer (9) is between the bottom layer (7) of laid concrete with chopped textiles and cement, and the water-retaining intermediate layer (6). USE/ADVANTAGE - The covering is used for erection over rubbish dumps, slag heaps, filled mud holes and swamp land and other applications where large areas emit gas. The material is not damaged by anticipated stresses, and also resists changing conditions.

Description

Die Erfindung betrifft ein Verfahren, das anwendbar ist für die Herstellung von gasdurchtrittshemmenden Konstruktions­ schichten zur Abdeckung großflächiger, Gase emittierender Areale, wie z. B. Mülldeponien, Bergbauhalden, verfüllte Sumpflöcher und Moore. Gleichzeitig bietet das Verfahren die Möglichkeit, Abfälle der Textil- und Lederindustrie in Schnitzelform einer Verwertung zuzuführen und dadurch Deponien zu entlasten, wobei eine massenhafte Entsorgung dieser Industriezweige gesichert werden kann.The invention relates to a method that is applicable for the production of gas penetration-resistant construction layers to cover large, gas-emitting Areas such as B. landfills, mining dumps, backfilled Swampholes and bogs. At the same time, the process offers the opportunity to waste the textile and leather industry in Recycle the schnitzel shape and thereby Relieve landfills, with mass disposal of these industries can be secured.

Die bekannten technischen Lösungen nutzen in der Regel Folien aus verschiedenen Materialien, wie z. B. Polyäthy­ len, Polypropylen, Polyester, Polyamid, Polyvinylchlorid o. ä. Hochpolymere zur Abdeckung von gasemittierenden Flä­ chen, wie z. B. Radon abgebenden Uranbergbauhalden. Die Folien werden noch mit einer Erdschicht bedeckt.The known technical solutions are usually used Films made of different materials, such as B. Polyethy len, polypropylene, polyester, polyamide, polyvinyl chloride High polymers to cover gas-emitting surfaces chen, such as B. Radon-emitting uranium mines. The Foils are still covered with a layer of earth.

Der Erfindung liegt die Aufgabe zugrunde, eine gasdurch­ trittshemmende Abdeckung herzustellen, die durch mögliche Belastungen nicht zerstört wird und ebenso wechselnden Beanspruchungen standhält.The invention has for its object a gas through manufacture anti-slip cover by possible Loads are not destroyed and just as changing Withstands stress.

Eine erfindungsgemäße Lösung dieser Aufgabe ist im Patent­ anspruch 1 angegeben. Weiterbildungen der Erfindung sind in den Unteransprüchen gekennzeichnet. An inventive solution to this problem is in the patent Claim 1 specified. Developments of the invention are characterized in the subclaims.  

Der prinzipielle Lösungsansatz besteht darin, daß die gasdurchtrittshemmende Schicht zwischen eine nichtspröd­ brüchige Ober- und Unterschicht eingebracht wird. Zur Herstellung solcher nichtsprödbrüchiger Schichten eignen sich besonders mineralisierte und zementgebundene Abfall­ schnitzel, die ein gleichartiges elastisches Verhalten wie die zu schützende Zwischenschicht aufweisen.The basic approach is that the gas barrier layer between a non-brittle brittle top and bottom layers are introduced. For Production of such non-brittle layers are suitable particularly mineralized and cement-bound waste schnitzel that have a similar elastic behavior like have the intermediate layer to be protected.

Diese gasdurchtrittshemmende Zwischenschicht besteht vorteilhaft aus einer wasserspeichernden und quellenden mineralischen Pulvermasse, die zwischen zwei elastischen Textilbahnen eingebracht und dort textil fixiert ist.This gas penetration-resistant intermediate layer is made advantageous from a water-storing and swelling mineral powder mass between two elastic Textile webs introduced and textile fixed there.

Der Effekt der Gasdurchtrittshemmung wird dadurch erzielt, daß sich in der wasserspeichernden mineralischen Pulver­ masse eine ausreichend dicke Wasserschicht ausbildet, die einen Gasdurchtritt unterbindet.The effect of gas penetration inhibition is achieved that is in the water-storing mineral powder mass forms a sufficiently thick layer of water that prevents the passage of gas.

Die weitere Ausbildung der Erfindung kann den Patentan­ sprüchen entnommen werden.The further development of the invention can the patent sayings are taken.

Die mit der Erfindung erzielten Vorteile bestehen insbe­ sondere darin, daß die nichtsprödbrüchigen flexiblen Kon­ struktionsschichten durch mögliche Belastungen nicht zer­ stört werden und wechselnden Beanspruchungen standhalten sowie durch die wasserspeichernde Wirkung des zwischen Vliesbahnen eingelagerten pulverförmigen quellfähigen Minerals eine sichere gasdurchtrittshemmende Schicht ent­ steht.The advantages achieved with the invention are in particular special in that the non-brittle flexible Kon structural layers are not destroyed by possible loads be disturbed and withstand changing loads as well as the water-storing effect of the between Nonwoven webs of powdered swellable material Minerals ent a safe gas barrier layer stands.

Die erfindungsgemäß angestrebten nichtsprödbrüchigen Ei­ genschaften der Konstruktionsschichten gegenüber herkömm­ lichem Zementbeton werden dadurch erreicht, daß minerali­ sierte Abfallschnitzel aus Textil und Leder statt der Sand-Kies-Zuschlagstoffe eingesetzt werden, wodurch sich gleichzeitig der Zementbedarf reduziert. Die Verwendung von Abfällen der Textil- und Lederindustrie führt eben­ falls zur Entlastung von sonst benötigten Sonderdeponien und zur Vermeidung von umweltbelastenden Spätfolgen.The non-brittle egg desired according to the invention Properties of the construction layers compared to conventional Lich cement concrete are achieved in that minerali garbage chips made of textile and leather instead of  Sand-gravel aggregates are used, which results in at the same time the cement requirement is reduced. The usage of waste from the textile and leather industry just leads if to relieve special landfills otherwise required and to avoid environmentally damaging late effects.

Ein wesentlicher Vorteil besteht auch in der die radioak­ tive Strahlung reduzierenden Wirkung der eingelagerten Wasserschicht im gequollenen Mineralpulver sowie in der Vermeidung der Emission von radioaktiven Gasen überhaupt.A major advantage is that the radioak tive radiation reducing effect of the stored Layer of water in the swollen mineral powder as well as in the Avoiding the emission of radioactive gases at all.

Einen weiteren Vorteil bringt die Verwendung mineralisier­ ter Abfälle durch die Erhöhung der Nutzungsdauer der hoch­ polymeren Grundmaterialien infolge des Vorbehandlungsef­ fektes. Dadurch wird einem chemischen Abbaueffekt entge­ gengewirkt.Another advantage is the use of mineralized ter waste by increasing the useful life of the high polymeric base materials due to the pretreatment fect. This counteracts a chemical degradation effect counteracted.

Die vorstehend beschriebene Erfindung soll ohne Beschrän­ kung des allgemeinen Erfindungsgedanken im folgenden an Hand von Ausführungsbeispielen näher erläutert werden. In der zugehörigen Zeichnung zeigenThe invention described above is intended to be without limitation kung the general inventive concept in the following Are explained in more detail by means of exemplary embodiments. Show in the accompanying drawing

Fig. 1 die Vorgehensweise, den Schichtaufbau bei der Abdeckung großflächiger gasemittierender Areale, Fig. 1, the procedure, the layer structure with the cover large surface areas gasemittierender,

Fig. 2 die Anwendung des Verfahrens bei der Abdeckung stark radonemittierender Halden. Fig. 2 shows the application of the method in the coverage of strongly radon-emitting heaps.

Eine allgemeine Anwendung der Erfindung ist aus der Darstellung in Fig. 1 ersichtlich.A general application of the invention can be seen from the illustration in FIG. 1.

Die Konstruktionsschichten sind in ihrer Dicke den jewei­ ligen Gegebenheiten anzupassen und die Überschüttungen mit mineralischem Boden und mit Oberboden (Kulturboden) sind entsprechend den Vegetationsbedingungen der gewünschten land- oder forstwirtschaftlichen Nutzung festzulegen.The thickness of the construction layers is the same adapt to current circumstances and the overburden with mineral soil and with top soil (cultivated soil) according to the vegetation conditions of the desired  determine agricultural or forestry use.

Trotz Planierens und Verdichtens des Haldenmaterials 8 auftretende Unebenheiten im Planum können durch Aufbringen einer genügend dicken Schicht aus mineralisiertem Textil­ schnitzel-Zement-Ortbeton 7 ausgeglichen werden. Erfin­ dungsgemäß wird auf diese Textilschnitzel-Zement-Ortbeton­ schicht 7 die Dichtungsmatte 6 und darauf eine Abdeck­ schicht 5 aus vorgefertigten Platten eines Textilschnit­ zel-Zement-Betons oder ein Ortbeton gemäß Schicht 7 aufge­ bracht. Darüber werden die Bodenschichten 4, 3 und 2 als Überdeckung und Vegetationsschicht geschüttet.Despite leveling and compacting the stockpile material 8 unevenness in the formation can be compensated by applying a sufficiently thick layer of mineralized textile chip cement in-situ concrete 7 . Inven tion according to this textile chip cement in-situ concrete layer 7, the sealing mat 6 and then a cover layer 5 made of prefabricated slabs of textile cement cement concrete or in-situ concrete according to layer 7 is brought up. The soil layers 4 , 3 and 2 are poured over it as a covering and vegetation layer.

Dabei wird für dieses Ausführungsbeispiel folgender Schichtaufbau gewählt. Auf die ca. 5 cm starke Abdeck­ schicht 5 wird ein Mineralboden 4 aus Abraum- oder Recyc­ lingmaterial in einer Schüttung von mindestens 20 . . . 50 cm aufgetragen. Darauf aufbauend wird ein vegetationsfreund­ licher Mineralboden 3 in einer Stärke von mindestens 50 cm aufgebracht. Zur Geländeoberfläche 1 folgt darauf ein ca. 30 cm starker Oberboden 2 nach DIN 18 300.The following layer structure is selected for this exemplary embodiment. On the approx. 5 cm thick cover layer 5 , a mineral soil 4 made of overburden or recycled material in a bed of at least 20. . . 50 cm applied. Building on this, a vegetation-friendly mineral soil 3 with a thickness of at least 50 cm is applied. This is followed by an approx. 30 cm thick top floor 2 according to DIN 18 300 to the surface of the site 1 .

Als Dichtungsmatte 6 wird ein quellfähiges wasserspei­ cherndes Mineral zwischen Vliesbahnen eingebracht.As a sealing mat 6 , a swellable water-storing mineral is introduced between nonwoven webs.

Die Schicht 7 aus mineralisierten Textilschnitzel-Zement- Ortbeton ist durchschnittlich mindestens 12 cm dick.Layer 7 of mineralized textile chip cement in-situ concrete is at least 12 cm thick on average.

Im Ausführungsbeispiel nach Fig. 2 wird die Erfindung zur Abdeckung radonemittierender Halden angewendet. Die zugehörige Konstruktion der Abdeckung ist in Form ihres Schichtaufbaus aus Fig. 2 ersichtlich. Dabei sind die Schichten 1 bis 6 analog zum Ausführungsbeispiel nach Fig. 1 angeordnet bzw. aufgebaut. In the exemplary embodiment according to FIG. 2, the invention is used to cover radon-emitting heaps. The associated construction of the cover can be seen in the form of its layer structure from FIG. 2. Layers 1 to 6 are arranged or constructed analogously to the exemplary embodiment according to FIG. 1.

Eine Besonderheit ist hierbei die bei hoher Intensität der Emission von Radon im Haldenmaterial vorzusehende zusätz­ liche Kunststoffdichtungsbahn 9 zwischen dem mineralisier­ ten Textilschnitzel-Zement-Ortbeton 7 und der wasserspei­ chernden Schicht 6. Bei dieser Anordnung der Kunststoff­ dichtungsbahn 9 werden die bisher beim Einsatz von nicht eingebetteten Kunststoffdichtungsbahnen aufgetretenen Nachteile vermieden.A special feature is the additional high-density plastic sealing membrane 9 to be provided between the mineralized textile chip-cement-in-situ concrete 7 and the water-storing layer 6, provided that the radon emission in the stockpile material is high. With this arrangement of the plastic sealing membrane 9 , the disadvantages previously encountered when using non-embedded plastic sealing membranes are avoided.

Claims (5)

1. Verfahren zur Herstellung von gasdurchtrittshemmenden Konstruktionsschichten, dadurch gekennzeichnet, daß zwischen nichtsprödbrüchigen Schichten (5; 7) aus mineralisierten und zementgebundenen Abfällen der Textil- und Lederindustrie eine wasserzurück­ haltende, quellende Zwischenschicht (6) eingebracht wird.1. A process for the production of gas penetration-resistant structural layers, characterized in that a water-retaining, swelling intermediate layer ( 6 ) is introduced between non-brittle layers ( 5 ; 7 ) made of mineralized and cement-bound wastes from the textile and leather industry. 2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß die wasserzurückhaltende, quellende Zwischenschicht (6) zwischen einer nichtspröd­ brüchigen Ober- und Unterschicht (5; 7) eingebracht wird und als wasserspeichernde mineralische Pulvermasse zwi­ schen zwei elastischen Textilbahnen ausgeführt und dort textil fixiert ist.2. The method according to claim 1, characterized in that the water-retaining, swelling intermediate layer ( 6 ) between a non-brittle, brittle top and bottom layer ( 5 ; 7 ) is introduced and executed as a water-storing mineral powder between two elastic textile webs and textile is fixed there . 3, Verfahren nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß sich das wasserspeichernde pulverförmige Mineral der Zwischenschicht (6) zwischen zwei Vliesstoffbahnen befindet, deren Trägerschicht auf der unteren Schicht (7) aus mineralisierten und zementge­ bundenen Abfällen aufliegt.3, Method according to claim 1 or 2, characterized in that the water-storing powdery mineral of the intermediate layer ( 6 ) is located between two nonwoven webs, the carrier layer of which rests on the lower layer ( 7 ) made of mineralized and cement-bound waste. 4. Verfahren nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die Zwischenschicht (6) als Dichtungsmatte ausgeführt wird und die aufliegende Abdeck­ schicht (5) aus vorgefertigten Platten eines Textilschnit­ zel-Zement-Betons oder aus Ortbeton gemäß Schicht (7) aufgebaut wird. 4. The method according to any one of claims 1 to 3, characterized in that the intermediate layer ( 6 ) is designed as a sealing mat and the overlying cover layer ( 5 ) from prefabricated slabs of a textile cut cement-concrete or from in-situ concrete according to layer ( 7 ) is built up. 5. Verfahren nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß zur Abdeckung radonemittieren­ der Halden eine zusätzliche Kunststoffdichtungsbahn (9) zwischen dem mineralisierten Textilschnitzel-Zement-Ort­ beton (7) und der wasserspeichernden Schicht (6) vorgese­ hen wird.5. The method according to any one of claims 1 to 4, characterized in that for covering radon emitting the stockpiles an additional plastic sealing membrane ( 9 ) between the mineralized textile chip cement site concrete ( 7 ) and the water-storing layer ( 6 ) is vorgese hen.
DE19924218216 1992-02-11 1992-06-03 Large area gas block - has layer of water-retaining material between layers of cement-bonded leather and textile waste Expired - Fee Related DE4218216C1 (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
DE19924218216 DE4218216C1 (en) 1992-06-03 1992-06-03 Large area gas block - has layer of water-retaining material between layers of cement-bonded leather and textile waste
AT93903150T ATE135337T1 (en) 1992-02-11 1993-02-06 METHOD AND SYSTEM FOR PRODUCING PROPERTY-MODIFIED MATERIALS
DK93903150.6T DK0625962T3 (en) 1992-02-11 1993-02-06 Process and plant for the production of property-modified materials
ES93903150T ES2088664T3 (en) 1992-02-11 1993-02-06 PROCEDURE AND INSTALLATION FOR THE MANUFACTURE OF MATERIALS WITH MODIFIED PROPERTIES.
US08/284,652 US5722927A (en) 1992-02-11 1993-02-06 Process and installation for producing materials with modified properties
DE59301901T DE59301901D1 (en) 1992-02-11 1993-02-06 METHOD AND PLANT FOR PRODUCING PROPERTY-MODIFIED MATERIALS
PCT/DE1993/000102 WO1993016009A1 (en) 1992-02-11 1993-02-06 Process and installation for producing materials with modified properties
EP93903150A EP0625962B1 (en) 1992-02-11 1993-02-06 Process and installation for producing materials with modified properties

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19924218216 DE4218216C1 (en) 1992-06-03 1992-06-03 Large area gas block - has layer of water-retaining material between layers of cement-bonded leather and textile waste

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DE4218216C1 true DE4218216C1 (en) 1993-06-17

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0816582B1 (en) * 1996-07-04 2005-10-12 Fraunhofer-Gesellschaft zur Förderung der angewandten Forschung e.V. Barrier for preventing the air convection and the emission of noxious substances in building rooms
DE102004022525A1 (en) * 2004-05-05 2005-12-01 Cdm Jessberger Gmbh Arrangement for decomposition of contents of dumping unit, has dehydration layer covered by reculturing layer with top soil, designed as water stop-and discharge layer and sectioned by locking bolts

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0816582B1 (en) * 1996-07-04 2005-10-12 Fraunhofer-Gesellschaft zur Förderung der angewandten Forschung e.V. Barrier for preventing the air convection and the emission of noxious substances in building rooms
DE102004022525A1 (en) * 2004-05-05 2005-12-01 Cdm Jessberger Gmbh Arrangement for decomposition of contents of dumping unit, has dehydration layer covered by reculturing layer with top soil, designed as water stop-and discharge layer and sectioned by locking bolts
DE102004022525B4 (en) * 2004-05-05 2007-11-15 Cdm Consult Gmbh Arrangement for decomposing ingredients of a landfill body

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