EP0610634B1 - Verfahren zur Herstellung von schwimmenden Fussböden - Google Patents
Verfahren zur Herstellung von schwimmenden Fussböden Download PDFInfo
- Publication number
- EP0610634B1 EP0610634B1 EP93400357A EP93400357A EP0610634B1 EP 0610634 B1 EP0610634 B1 EP 0610634B1 EP 93400357 A EP93400357 A EP 93400357A EP 93400357 A EP93400357 A EP 93400357A EP 0610634 B1 EP0610634 B1 EP 0610634B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- units
- set forth
- floating
- spring
- floor
- 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
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/22—Resiliently-mounted floors, e.g. sprung floors
Definitions
- the present invention relates to a method for implementing works of such floating floors. These consist of a concrete slab resting on helical spring boxes, dimensioned according to static loads, overloads and excitations to filter.
- the coil spring boxes can be visited and adjusted and therefore allow the characteristics of the suspension to be varied depending on any changes in expenses.
- the floating floor of the present invention may be intended for ensure either “active” filtering (for example technical room for air conditioning) or “passive” filtering (for example protection against noise and vibration nuisance from networks metropolitan, rail and road or with regard to equipment various techniques).
- active filtering for example technical room for air conditioning
- passive filtering for example protection against noise and vibration nuisance from networks metropolitan, rail and road or with regard to equipment various techniques.
- the present invention describes a method which makes it possible, by occasional presses, low frequency settings and therefore very high filtering performance, while retaining for the civil engineering company an ease of implementation.
- the method of the present invention uses spring boxes helical (1) integrated into the floor (2) during concrete pouring, the primary slab (3) serving as formwork.
- the floor is covered with two polyethylene films before casting to avoid any spurious bond.
- Anchors (4) provided on the spring boxes allow to secure these with the concrete and its reinforcement. A joint temporary polystyrene around the premises will be destroyed before lifting of the work.
- the release of the pre-stressed spring (5) allows the progressive lifting of the floor after drying.
- the present invention is therefore characterized in that the lifting forces by punctual support are never greater than the prestressing force of the spring with contiguous turns.
- the screw lifting systems, described in particular in document GB-A-466044, do not guarantee the same progressiveness.
- Spring boxes visitable and removable for upgrading loads carried, allow, by adjusting the plate seat, (6) using the screw (7) to level the structure.
- the spring and the interior of the spring boxes are protected against corrosion in order to guarantee a good behavior of the system in the time.
- the spring box is sealed with a cover (8) in the plane of the ground.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Building Environments (AREA)
- Vibration Prevention Devices (AREA)
Claims (6)
- Verfahren zur Herstellung eines schwimmenden Fußbodens aus bewehrtem Beton, der vor Ort gegoßen wird und auf einem Unterboden (3) aufliegt in welchen leere Federkörper (1) vor dem Gießen des Betons, der den besagten schwimmenden Fußboden (2) bildet, eingesetzt werden
dadurch gekennzeichnet, daß vorgespannte Schraubenfedern (5) nach dem Trocknen des Fußbodens in die besagten Federkörper eingesetzt werden und die Entspannung dieser Federn eine progressive Hebung des Fußbodens im Bezug auf den Unterboden erlaubt und damit stellenweise elastische Stützpunkte mit tiefen Eigenfrequenzen geschaffen werden die der Erschütterungsdämmung dienen. - Verfahren nach Anspruch 1 dadurch gekennzeichnet, daß die Federkörper nach der Inbetriebnahme des Fußbodens durch das Öffnen einer Luke, die als Deckel (8) bezeichnet wird, besichtigt werden können und, daß jeder Federkörper durch Betätigung der Schraube (7) ausgebaut und höheneingestellt werden kann.
- Verfahren nach Anspruch 2 dadurch gekennzeichnet, daß die Federkörper besichtigbar, ausbaubar und einstellbar sind und so die Höhenausrichtung und die Frequenzabstimmung der Einrichtung möglich ist für den Fall, daß sich die Lasten oder die Erschütterungen während der Lebensdauer des Raumes ändern.
- Verfahren nach einem der vorhergehenden Ansprüche dadurch gekennzeichnet, daß die Verankerungen (4) auf den Federkörpern ihre Festverbindung mit dem Beton und seiner Bewehrung erlauben.
- Verfahren nach einem der vorhergehenden Ansprüche dadurch gekennzeichnet, daß die Schraubenfedern und das Innere der Federkörper korrosionsgeschützt sind.
- Verfahren nach einem der vorhergehenden Ansprüche dadurch gekennzeichnet, daß ein Deckel (8) die Schraubenfederkörper an der Bodenoberfläche verschließt.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9112455A FR2682412B1 (fr) | 1991-10-10 | 1991-10-10 | Un dispositif de boites a ressort visitables, demontables et reglables pour le filtrage basse frequence de planchers flottants. |
DE1993623057 DE69323057T2 (de) | 1993-02-12 | 1993-02-12 | Verfahren zur Herstellung von schwimmenden Fussböden |
EP93400357A EP0610634B1 (de) | 1991-10-10 | 1993-02-12 | Verfahren zur Herstellung von schwimmenden Fussböden |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9112455A FR2682412B1 (fr) | 1991-10-10 | 1991-10-10 | Un dispositif de boites a ressort visitables, demontables et reglables pour le filtrage basse frequence de planchers flottants. |
EP93400357A EP0610634B1 (de) | 1991-10-10 | 1993-02-12 | Verfahren zur Herstellung von schwimmenden Fussböden |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0610634A1 EP0610634A1 (de) | 1994-08-17 |
EP0610634B1 true EP0610634B1 (de) | 1999-01-13 |
Family
ID=26134650
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP93400357A Expired - Lifetime EP0610634B1 (de) | 1991-10-10 | 1993-02-12 | Verfahren zur Herstellung von schwimmenden Fussböden |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0610634B1 (de) |
FR (1) | FR2682412B1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010083734A1 (zh) * | 2009-01-22 | 2010-07-29 | 隔而固(青岛)振动控制有限公司 | 内置式隔振装置及其应用 |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19641812B4 (de) * | 1996-10-10 | 2004-11-11 | Sw Stanzwerk Glarus Ag | Schalldämmende Stütze und Verfahren zur Herstellung eines schwingfähigen Fußbodens mit solchen Stützen |
JP4097894B2 (ja) * | 2000-12-28 | 2008-06-11 | 早川ゴム株式会社 | 防音床構造、防音床材及び防音床構造の施工方法 |
EP1300526B1 (de) * | 2001-10-08 | 2006-08-02 | Alain Lacroix | Vorrichtung zur Niedrig-Frequenz-Filterung von schwimmenden Fussböden |
CN1297712C (zh) * | 2004-07-23 | 2007-01-31 | 尹学军 | 浮置道床 |
ES2315182B1 (es) * | 2007-07-13 | 2009-11-11 | Tejasa, S.L.L | Dispositivo para la colocacion en losas flotantes y su sistema de instalacion. |
CN101545518B (zh) * | 2008-03-29 | 2011-04-20 | 尹学军 | 一种隔振装置及其应用 |
CN101775762B (zh) * | 2010-02-05 | 2012-04-25 | 北京市劳动保护科学研究所 | 阻尼弹簧浮置道床隔振支撑结构及其安装方法 |
CN101949115B (zh) * | 2010-09-26 | 2012-05-09 | 成都市新筑路桥机械股份有限公司 | 一种用于轨道交通的隔振装置 |
ES2644754B1 (es) * | 2016-04-29 | 2018-09-13 | Tejasa-Tc, S.L.L. | Sistema de protección antisísmica para una losa flotante. |
CN112854597A (zh) * | 2021-01-14 | 2021-05-28 | 河南省予卓信息科技有限公司 | 一种装配式建筑的立柱模块 |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1948600A (en) * | 1931-08-15 | 1934-02-27 | Walter B Templeton | Adjustable dance floor support |
GB466044A (en) * | 1935-11-28 | 1937-05-21 | Arthur Felix Dufton | Improvements in or relating to the construction of sound insulating floors and the like |
DE3137757C1 (de) * | 1981-09-23 | 1983-02-24 | Karl 3054 Rodenberg Otto | "Schwingboden für Sporthallen o.dgl." |
US4736555A (en) * | 1985-05-22 | 1988-04-12 | Sekisui Kagaku Kogyo Kabushiki Kaisha | Free access type floor |
-
1991
- 1991-10-10 FR FR9112455A patent/FR2682412B1/fr not_active Expired - Fee Related
-
1993
- 1993-02-12 EP EP93400357A patent/EP0610634B1/de not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010083734A1 (zh) * | 2009-01-22 | 2010-07-29 | 隔而固(青岛)振动控制有限公司 | 内置式隔振装置及其应用 |
Also Published As
Publication number | Publication date |
---|---|
FR2682412A1 (fr) | 1993-04-16 |
EP0610634A1 (de) | 1994-08-17 |
FR2682412B1 (fr) | 1993-11-26 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0610634B1 (de) | Verfahren zur Herstellung von schwimmenden Fussböden | |
US4475845A (en) | External manhole chimney seal | |
US6214216B1 (en) | Drain filter support | |
JP2007070859A (ja) | 建造物の免震施工方法および免震構造 | |
EP0124532A1 (de) | Fussbodenherstellungsvorrichtung. | |
EP1300526B1 (de) | Vorrichtung zur Niedrig-Frequenz-Filterung von schwimmenden Fussböden | |
KR101095317B1 (ko) | 높이조절용 맨홀뚜껑 고정 장치를 갖는 맨홀 | |
EP0647738B1 (de) | Federnde Kastenvorrichtung zur Isolierung des Unterbaus eines Eisenbahngleises | |
US3465484A (en) | Prestressed concrete beam | |
WO1996031654A1 (fr) | Dispositif de boites a ressorts pour l'isolation des fondations de voies ferrees | |
BE1014311A5 (fr) | Systeme de support de rails pour voie ferree en voirie et systeme d'analyse pour une telle voie ferree. | |
US1728736A (en) | Means for preventing or reducing the transmission to buildings of vibrations caused by road traffic | |
JP3200789B2 (ja) | 振動防止構造 | |
KR101920360B1 (ko) | 2단 높이 조절용 집수구 | |
US4450931A (en) | Structure for decreasing low frequency air vibration | |
CN112412025B (zh) | 二次结构混凝土反坎铝合金模板及成型方法 | |
US5940917A (en) | Adjustable metal haunch form for bridge building | |
KR101339947B1 (ko) | 가교각의 부유물 흡착 방지장치 | |
JPH0725966Y2 (ja) | 避難器具用格納箱の取付け構造 | |
JPH0715204B2 (ja) | 通路の継目用排水装置 | |
JP2002250076A (ja) | 道路用排水桝 | |
KR102099736B1 (ko) | 바닥구조 | |
RU2639206C1 (ru) | Сейсмостойкое здание | |
JP2022164484A (ja) | グレーチング用受枠とその設置方法 | |
CN115853269A (zh) | 一种实验室内测量设备噪声值的半消声室的构建方法 |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): DE |
|
17P | Request for examination filed |
Effective date: 19941224 |
|
17Q | First examination report despatched |
Effective date: 19951025 |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): DE |
|
REF | Corresponds to: |
Ref document number: 69323057 Country of ref document: DE Date of ref document: 19990225 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed | ||
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20110224 Year of fee payment: 19 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 69323057 Country of ref document: DE Effective date: 20120901 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120901 |