EP1942241A1 - Anlage zur Unterdrückung von Staubemissionen bei Abbruchmaßnahmen eines Gebäudes - Google Patents

Anlage zur Unterdrückung von Staubemissionen bei Abbruchmaßnahmen eines Gebäudes Download PDF

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Publication number
EP1942241A1
EP1942241A1 EP07124112A EP07124112A EP1942241A1 EP 1942241 A1 EP1942241 A1 EP 1942241A1 EP 07124112 A EP07124112 A EP 07124112A EP 07124112 A EP07124112 A EP 07124112A EP 1942241 A1 EP1942241 A1 EP 1942241A1
Authority
EP
European Patent Office
Prior art keywords
masts
installation
compressed air
building
cables
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
Application number
EP07124112A
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English (en)
French (fr)
Other versions
EP1942241B1 (de
Inventor
Didier Deschanel
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.)
Cardem SpA
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Cardem SpA
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Publication date
Application filed by Cardem SpA filed Critical Cardem SpA
Publication of EP1942241A1 publication Critical patent/EP1942241A1/de
Application granted granted Critical
Publication of EP1942241B1 publication Critical patent/EP1942241B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/08Wrecking of buildings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/242Safety or protective measures preventing damage to building parts or finishing work during construction for temporarily covering the whole worksite, e.g. building, trench
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/30Safety or protective measures preventing damage to building parts or finishing work during construction against mechanical damage or dirt, e.g. guard covers of stairs

Definitions

  • the invention relates to an installation for protecting the environment of a building or structure to be demolished.
  • the invention relates to an installation of this type suitable for demolition by mechanical means or explosives.
  • the invention also relates to a method for implementing the installation according to the invention.
  • the demolition of buildings or structures results in the emission of dust in the immediate environment or near the demolition site.
  • the dust emissions are concentrated over a particularly short period of time, which causes a dust concentration difficult to accept by the local residents.
  • Another solution consists in watering the buildings before the demolition. Watering is done mainly with water but specific binders or additives can be added to improve the solution. For example, reference is made to the document GB 2 396 381 which describes such a solution. Indeed, it is proposed the use of foam to wet or even fill the building before demolition.
  • Solutions implementing a structure are for example relatively difficult to implement. Moreover, they do not seem compatible with explosive demolition: in all cases, with closed structures, it is undeniable that the simple blast generated by the explosion will cause the destruction of the proposed facilities. Thus, such structures will most often be for single use, except to build them at a distance from buildings as they would be economically unfeasible.
  • the solution proposed by the invention aims in particular to solve all or part of the limitations and deficiencies of the procedures described above.
  • the invention provides an installation for suppressing dust emissions during the demolition operations of a building or structure, characterized in that it comprises a plurality of masts capable of to stand up vertically under the effect of a pressure of compressed air, the masts being interconnected by a plurality of cables, at least some of which are provided with means for sprinkling a building or a work.
  • This object is also achieved by a method for suppressing dust emissions during the demolition operations of a building or structure, characterized in that a plurality of masts of an installation according to the invention is raised vertically, under the effect of pressure of compressed air, and the building or structure is sprayed with a mist formed from a plurality of nozzles arranged on cables stretched between the masts.
  • These compression means 2 are for example formed by at least one compressor supplying compressed air at several bars, for example 7 bars, in each of the masts 11, 12, 13, 14.
  • the installation can include as many masts as necessary to surround the building 10.
  • Each mast is an inflatable structure having the general shape of a bellows via N inflatable pockets connected together, these pockets being for example referenced 11 1 , ..., 11 i , ..., 11 N for the mast 11.
  • masts 11, 12, 13, 14 are equipped with means of fasteners 131, 132, 133 between the poles, for example hooks, between which cables 20 1 , ..., 20 i , .. ., 20 N stretched.
  • These cables 20 1 , ..., 20 i , ..., 20 N also support panels 21 1 , ..., 21 i , ..., 21 N-1 .
  • These panels 21 1 , ..., 21 i , ..., 21 N-1 are preferably light, and articulated relative to the masts, at joints 210 1 , ..., 210 i , ... , 210 N-1 . These joints allow the panels to rotate freely about an axis extending substantially parallel to the cables.
  • These articulated panels have a height H greater than the center distance E ( figure 3b separating two successive cables, when the masts are deployed under the effect of compressed air, and so that they overlap partially.
  • Articulated panels are particularly useful during an explosion demolition. Indeed, the deployment of the masts, usually a few moments before the demolition of the building 10 by explosion, blocks the spread of dust without opposing significant resistance to the propagation of the shock wave.
  • articulated panels 21 1 , ..., 21 i , ..., 21 N-1 are likely to take an open position (possibly close to the horizontal) at the precise moment of the passage of the shock wave following the explosion of the building or structure concerned. With these articulated panels 21 1 , ..., 21 i , ..., 21 N-1 , it is possible to obstruct the passage of dust, the latter arriving on the installation after the passage of the wave of choc.
  • the installation also comprises, according to one of its main features, nozzles 31, 32 of fog diffusion (water for example). These nozzles are supported by the cables or at least some of these cables 20 1 , ..., 20 i , ..., 20 N along which they are installed, preferably at regular intervals to form a regular mesh.
  • Each nozzle 31, 32 comprises a cavity (not shown), preferably spherical or cylindrical, into which both a compressed air circuit and a water circuit open at a pressure of a few bars (network pressure).
  • the connections with the water circuit are not represented but it is represented on the figure 2 the jets of water 310, 320 corresponding from the cavity. The resulting jet is directed to the building 10 to demolish.
  • the installation 1 allows a plating of dust on the ground in a proportion of about 2 tons of dust per liter of atomized water and this in a few tens of seconds.
  • the installation 1 allows a plating dust on the ground in a proportion of about 2 tons of dust per liter of atomized water.
  • the pressurization of the inflatable masts 11, 12, 13, 14 has the effect of tensioning the cables and shrouds 41, 42, 43, 44 planted in the ground during assembly, thus creating a wall structure protecting the building 10.
  • the panels 21 1 , ..., 21 i , ..., 21 N-1 may be rigid shells or simple films of plastic or recycled material thick and relatively rigid.
  • the panels take a position inclined relative to the vertical, which is cleaning a plurality of interstices between these panels and allows to preserve the installation 1 which is thus reusable.
  • the installation around the building or structure 10 to be demolished Depending on the prevailing winds and more generally the weather conditions, it is possible to implement the installation on a part or around the building 10.
  • the inflation of the masts is carried out some time before the demolition operation begins.
  • the compressed air introduced into the nozzles originates wholly or partly from the reserve constituted by the inflated poles, and this air is added (additional flow) if necessary to the flow rate.
  • air supplied by compression means 2 in turn electrically powered.
  • the installation collapses slowly, the nozzles continuing to diffuse a dust fog during the collapse of the installation 1.
  • the installation provides that the compressed air circuit supplying the cavity of each of the nozzles is connected to the internal volume of at least one inflatable mast by a pipe comprising at least one opening / closing device (no represent). This opening / closing device is thus controlled as a function of the internal volume of at least one inflatable mast.
  • modular structure 1 according to the invention can be adapted to the building treatment of shapes and dimensions very varied.
  • An additional advantage of the invention is to allow the total or almost total overpressure of any dust dispersion beyond a strictly limited perimeter.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Prevention Of Fouling (AREA)
  • Filtering Of Dispersed Particles In Gases (AREA)
EP07124112A 2006-12-28 2007-12-28 Anlage zur Unterdrückung von Staubemissionen bei Abbruchmaßnahmen eines Gebäudes Not-in-force EP1942241B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0656006A FR2910919B1 (fr) 2006-12-28 2006-12-28 Installation pour supprimer les emissions de poussieres lors des operations de demolition d'un batiment

Publications (2)

Publication Number Publication Date
EP1942241A1 true EP1942241A1 (de) 2008-07-09
EP1942241B1 EP1942241B1 (de) 2010-06-16

Family

ID=38335528

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07124112A Not-in-force EP1942241B1 (de) 2006-12-28 2007-12-28 Anlage zur Unterdrückung von Staubemissionen bei Abbruchmaßnahmen eines Gebäudes

Country Status (5)

Country Link
EP (1) EP1942241B1 (de)
AT (1) ATE471417T1 (de)
DE (1) DE602007007177D1 (de)
ES (1) ES2347482T3 (de)
FR (1) FR2910919B1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111735357A (zh) * 2020-07-06 2020-10-02 武汉理工大学 一种用于构筑物爆破减振和降尘的新型水气囊

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9302404U1 (de) * 1993-02-19 1993-04-08 Bilfinger + Berger Bauaktiengesellschaft, 6800 Mannheim Abschirmungsvorrichtung zur Verringerung von Emissionen
NL1004359C1 (nl) * 1996-10-25 1998-04-28 Wijk Groep B V Van Element voor een opneembare scheidingswand alsmede een daaruit gevormde scheidingswand.
JP2001104905A (ja) * 1999-10-13 2001-04-17 Metorobox Engineering:Kk 防塵装置及び施工方法
JP2002138676A (ja) * 2000-10-31 2002-05-17 Sekisui House Ltd 解体工事養生用昇降ゲート
JP2003147976A (ja) 2001-08-28 2003-05-21 Taiyo Kogyo Corp 解体工事用の構造物、解体工事における防塵方法および解体物の処理方法。
JP2003328596A (ja) 2002-05-08 2003-11-19 Jfe Engineering Kk 内部負圧型エアドーム
JP2004162493A (ja) 2002-11-11 2004-06-10 Hideko Nakatsuru 建物その他の解体方法
JP2004169461A (ja) * 2002-11-21 2004-06-17 Toda Constr Co Ltd 構造物解体用自動散水方法とその装置
GB2396381A (en) 2002-12-17 2004-06-23 Stephen Miller Dust suppression system for use in the demolition of buildings
JP2004290933A (ja) 2003-03-28 2004-10-21 Suzuken Kogyo Kk 建築用防塵装置

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9302404U1 (de) * 1993-02-19 1993-04-08 Bilfinger + Berger Bauaktiengesellschaft, 6800 Mannheim Abschirmungsvorrichtung zur Verringerung von Emissionen
NL1004359C1 (nl) * 1996-10-25 1998-04-28 Wijk Groep B V Van Element voor een opneembare scheidingswand alsmede een daaruit gevormde scheidingswand.
JP2001104905A (ja) * 1999-10-13 2001-04-17 Metorobox Engineering:Kk 防塵装置及び施工方法
JP2002138676A (ja) * 2000-10-31 2002-05-17 Sekisui House Ltd 解体工事養生用昇降ゲート
JP2003147976A (ja) 2001-08-28 2003-05-21 Taiyo Kogyo Corp 解体工事用の構造物、解体工事における防塵方法および解体物の処理方法。
JP2003328596A (ja) 2002-05-08 2003-11-19 Jfe Engineering Kk 内部負圧型エアドーム
JP2004162493A (ja) 2002-11-11 2004-06-10 Hideko Nakatsuru 建物その他の解体方法
JP2004169461A (ja) * 2002-11-21 2004-06-17 Toda Constr Co Ltd 構造物解体用自動散水方法とその装置
GB2396381A (en) 2002-12-17 2004-06-23 Stephen Miller Dust suppression system for use in the demolition of buildings
JP2004290933A (ja) 2003-03-28 2004-10-21 Suzuken Kogyo Kk 建築用防塵装置

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111735357A (zh) * 2020-07-06 2020-10-02 武汉理工大学 一种用于构筑物爆破减振和降尘的新型水气囊
CN111735357B (zh) * 2020-07-06 2024-05-28 武汉理工大学 一种用于构筑物爆破减振和降尘的新型水气囊

Also Published As

Publication number Publication date
EP1942241B1 (de) 2010-06-16
ATE471417T1 (de) 2010-07-15
DE602007007177D1 (de) 2010-07-29
FR2910919B1 (fr) 2009-02-20
ES2347482T3 (es) 2010-10-29
FR2910919A1 (fr) 2008-07-04

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