DE20007305U1 - Gravel or base layer formed from it with a high proportion of pores for use in traffic areas - Google Patents

Gravel or base layer formed from it with a high proportion of pores for use in traffic areas

Info

Publication number
DE20007305U1
DE20007305U1 DE20007305U DE20007305U DE20007305U1 DE 20007305 U1 DE20007305 U1 DE 20007305U1 DE 20007305 U DE20007305 U DE 20007305U DE 20007305 U DE20007305 U DE 20007305U DE 20007305 U1 DE20007305 U1 DE 20007305U1
Authority
DE
Germany
Prior art keywords
ballast
ballast according
pores
liquid
maximum possible
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 - Lifetime
Application number
DE20007305U
Other languages
German (de)
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.)
Individual
Original Assignee
Individual
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
Application filed by Individual filed Critical Individual
Priority to DE20007305U priority Critical patent/DE20007305U1/en
Publication of DE20007305U1 publication Critical patent/DE20007305U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/24—Methods or arrangements for preventing slipperiness or protecting against influences of the weather
    • E01C11/26—Permanently installed heating or blowing devices ; Mounting thereof
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • E01C11/226—Coherent pavings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00—Foundations for pavings
    • E01C3/003—Foundations for pavings characterised by material or composition used, e.g. waste or recycled material
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
    • E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells

Description

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßtThe description text was not recorded electronically

Claims (10)

1. Schotter aus gebrochenem Material oder daraus gebildeten Tragschichten für insbesondere Verkehrsflächen, dadurch gekennzeichnet, daß der verdichtete Schotter (10) in Abhängigkeit von der vorgegebenen Tragfähigkeit einen erhöhten oder den maximal möglichen Porenanteil (11) aufweist.1. Ballast of broken material or base layers formed therefrom for in particular traffic areas, characterized in that the compacted ballast ( 10 ) has an increased or the maximum possible proportion of pores ( 11 ) depending on the predetermined load capacity. 2. Schotter nach Anspruch 1, dadurch gekennzeichnet, daß der in Abhängigkeit von der vorgegebenen Tragfähigkeit erhöhte oder maximal mögliche Porenanteil (11) aus den Festigkeitswerten des Schottergesteins (10) und einer an die vorgegebene Tragfähigkeit und Festigkeitswerte angepaßten Sieblinie zu bestimmen ist.2. Ballast according to claim 1, characterized in that the increased or maximum possible pore fraction ( 11 ) depending on the predetermined load capacity is to be determined from the strength values of the ballast rock ( 10 ) and a sieve line adapted to the predetermined load capacity and strength values. 3. Schotter nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß der maximal mögliche Porenanteil (11) des Schotters (10) als Flüssigkeitsspeicher (10, 11) einzusetzen ist.3. Ballast according to claim 1 or 2, characterized in that the maximum possible pore fraction ( 11 ) of the ballast ( 10 ) is to be used as a liquid reservoir ( 10 , 11 ). 4. Schotter nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der Schotter (10) innerhalb einer flüssigkeitsdichten Ausschachtung eingebaut wird.4. Ballast according to one of the preceding claims, characterized in that the ballast ( 10 ) is installed within a liquid-tight excavation. 5. Schotter nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß zur Erhöhung der Tragfähigkeit die Kontaktstellen (17) der Schotterkörner (10) durch Zugabe von flüssigen Zementen bzw. Bindemittel gegenseitig zu verbinden sind.5. Ballast according to one of the preceding claims, characterized in that the contact points ( 17 ) of the ballast grains ( 10 ) are to be mutually connected by adding liquid cements or binders to increase the load-bearing capacity. 6. Schotter nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der Schotter (10) zur besseren Ein- und Ausleitung von Flüssigkeit (14) mit einem System zur Flüssigkeitsein- und/oder -ausleitung ausgestattet ist. 6. Ballast according to one of the preceding claims, characterized in that the ballast ( 10 ) for better introduction and discharge of liquid ( 14 ) is equipped with a system for liquid inlet and / or outlet. 7. Schotter nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß das System zur Ein- und Ausleitung von Flüssigkeiten (14) aus Dränagerohren gebildet ist.7. Ballast according to one of the preceding claims, characterized in that the system for introducing and discharging liquids ( 14 ) is formed from drainage pipes. 8. Schotter nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der Schotter (10) mit physikalischen und/oder chemischen und/oder biologischen Verfahren zum Abbau von Schadstoffen ausgestattet ist.8. Ballast according to one of the preceding claims, characterized in that the ballast ( 10 ) is equipped with physical and / or chemical and / or biological methods for the degradation of pollutants. 9. Schotter nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß aufgrund des hohen Porenanteils (11) ein aerober Schadstofabbau einzurichten ist.9. Ballast according to one of the preceding claims, characterized in that due to the high proportion of pores ( 11 ) an aerobic pollutant degradation is to be set up. 10. Schotter nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß dieser im eingebauten Zustand mit einem Heizsystem ausgestattet ist.10. Ballast according to one of the preceding claims, characterized characterized in that this is installed with a Heating system.
DE20007305U 1999-04-06 2000-02-28 Gravel or base layer formed from it with a high proportion of pores for use in traffic areas Expired - Lifetime DE20007305U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20007305U DE20007305U1 (en) 1999-04-06 2000-02-28 Gravel or base layer formed from it with a high proportion of pores for use in traffic areas

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19915432 1999-04-06
DE20007305U DE20007305U1 (en) 1999-04-06 2000-02-28 Gravel or base layer formed from it with a high proportion of pores for use in traffic areas

Publications (1)

Publication Number Publication Date
DE20007305U1 true DE20007305U1 (en) 2000-08-31

Family

ID=7903624

Family Applications (3)

Application Number Title Priority Date Filing Date
DE10004944A Withdrawn DE10004944A1 (en) 1999-04-06 2000-02-05 Water system, for receiving and intermediate storage of rainwater, also reduction and extended time throttled delivery of water, includes at least one drainage pipe
DE20002066U Expired - Lifetime DE20002066U1 (en) 1999-04-06 2000-02-05 Infiltration system
DE20007305U Expired - Lifetime DE20007305U1 (en) 1999-04-06 2000-02-28 Gravel or base layer formed from it with a high proportion of pores for use in traffic areas

Family Applications Before (2)

Application Number Title Priority Date Filing Date
DE10004944A Withdrawn DE10004944A1 (en) 1999-04-06 2000-02-05 Water system, for receiving and intermediate storage of rainwater, also reduction and extended time throttled delivery of water, includes at least one drainage pipe
DE20002066U Expired - Lifetime DE20002066U1 (en) 1999-04-06 2000-02-05 Infiltration system

Country Status (1)

Country Link
DE (3) DE10004944A1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202004001952U1 (en) * 2004-02-10 2005-03-24 Bott Peter Foundation for e.g. road and pavement, includes support layer comprising relatively high tensile strength plant substrate on top of lower plant substrate layer
DE102004011524A1 (en) * 2004-03-08 2005-10-13 Max Steinhart Gmbh Pflaster- Und Natursteinbau Method for laying panels and panel laying apparatus
IT201700091326A1 (en) * 2017-08-07 2019-02-07 Ifaf S P A Impresa Facchetti Adolfo E Figli STRUCTURE FOR ACCUMULATION AND DISPOSAL OF RAINWATER OR OTHER WELL-BEING WATER.

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004006165B4 (en) * 2004-02-07 2007-01-18 Terraelast Ag Water-permeable floor covering and method for producing a floor covering
DE102007030305B4 (en) * 2007-05-24 2010-10-07 Ingenieurgesellschaft Prof. Dr.-Ing. Sieker Mbh Water management system for urban and / or agricultural land and its provision
DE102009021606A1 (en) 2009-05-15 2010-11-18 Porco, Franco Mineral material for civil engineering or construction purposes such as roads, parks and traffic areas or routes, comprises basic- and additive material, where components of mineral material are milled in powder mold and are mixed together
CN102518052A (en) * 2011-11-28 2012-06-27 长沙理工大学 Submerged flexible draining structure on road side slope
CN105200890A (en) * 2015-09-16 2015-12-30 成都科创佳思科技有限公司 Heat insulating and drainage facility of unilateral road
CN110150108B (en) * 2016-08-05 2021-01-22 山东交通学院 Comprehensive recycling method for viaduct rainwater
CN106498822A (en) * 2016-11-29 2017-03-15 江苏中路工程技术研究院有限公司 A kind of permeable pavement paving structure of prefabricated foaming concrete lightweight
CN106868976B (en) * 2017-01-16 2019-03-05 北京麦克哈格国际生态环境工程科技有限公司 It is originated from a kind ofly and so removes haze ecological recycle system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202004001952U1 (en) * 2004-02-10 2005-03-24 Bott Peter Foundation for e.g. road and pavement, includes support layer comprising relatively high tensile strength plant substrate on top of lower plant substrate layer
DE102004011524A1 (en) * 2004-03-08 2005-10-13 Max Steinhart Gmbh Pflaster- Und Natursteinbau Method for laying panels and panel laying apparatus
IT201700091326A1 (en) * 2017-08-07 2019-02-07 Ifaf S P A Impresa Facchetti Adolfo E Figli STRUCTURE FOR ACCUMULATION AND DISPOSAL OF RAINWATER OR OTHER WELL-BEING WATER.

Also Published As

Publication number Publication date
DE10004944A1 (en) 2000-12-28
DE20002066U1 (en) 2000-07-20

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Legal Events

Date Code Title Description
R086 Non-binding declaration of licensing interest
R207 Utility model specification

Effective date: 20001005

R150 Term of protection extended to 6 years

Effective date: 20030324

R151 Term of protection extended to 8 years

Effective date: 20060316

R152 Term of protection extended to 10 years

Effective date: 20080318

R071 Expiry of right