EP0305258A1 - Fertigteile zum Bauen von Mauern und Wänden, insbesondere Stützmauern - Google Patents
Fertigteile zum Bauen von Mauern und Wänden, insbesondere Stützmauern Download PDFInfo
- Publication number
- EP0305258A1 EP0305258A1 EP88402054A EP88402054A EP0305258A1 EP 0305258 A1 EP0305258 A1 EP 0305258A1 EP 88402054 A EP88402054 A EP 88402054A EP 88402054 A EP88402054 A EP 88402054A EP 0305258 A1 EP0305258 A1 EP 0305258A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- cavity
- wall
- base
- foot
- bearing face
- 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
- 238000010276 construction Methods 0.000 claims description 7
- 230000000295 complement effect Effects 0.000 claims description 5
- 239000011150 reinforced concrete Substances 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 5
- 230000000284 resting effect Effects 0.000 claims 2
- 239000000463 material Substances 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000011121 hardwood Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910001092 metal group alloy Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
Definitions
- the invention relates to prefabricated elements for the construction of walls and walls.
- walls which are erected in the open air and fulfill various uses such as: retaining walls, storage walls, noise barriers along roadways or rail, etc.
- the walls must have excellent stability and be capable of withstanding forces, in particular thrust.
- T such large elements in the general shape of a "tee" (T) are both difficult to produce in prefabrication, requiring complex molds, and difficult to handle, transport and set up on site.
- the object of the invention is to solve these difficulties.
- the building element forming a wall is characterized in that it essentially comprises two complementary elements, namely: the first forming base having a suitable support polygon and having at least one cavity with a flared section upwards, having at least one upper bearing face for the second element, adjoining said cavity, the second wall-forming element generally erected above the base comprising at least one foot capable of engaging with a certain clearance in said cavity and at least one lower bearing face formed at said foot and coming into position assembly of the two elements rest on said upper bearing face of said first element.
- the two complementary elements forming a wall element are both easy to manufacture, transport and handle, because they are both essentially in the form of a relatively flat long profile.
- the installation on the site is particularly simple, since it suffices to position the base flat, and then introduce, in a vertical position, over the base, making the foot of the element penetrate. wall in the cavity of the base element, the wall element over the base.
- the blocking of the assembly is done simply by locking the foot in the cavity by any suitable means such as wedge, filling with a junction material, etc.
- a wall element 1 in accordance with the invention essentially comprises two complementary elements, namely a wall element 2 and a base element 3 serving it support sole.
- These two elements 2, 3 each have a general shape of a relatively flat profile and are advantageously made of molded reinforced concrete, other materials which can however be used as a replacement as the case may be, the wall elements 2 can be produced for example by metallic alloy or in reinforced or unarmoured plastic profile as well as possibly the base 3.
- the base element 3 has, in an intermediate part, for example around a third or a quarter of its length, a cavity 4 with a section flared upwards and which, in the 'Illustrated example, as it appears in particular clearly in Figures 4 and 5, has a general section substantially in the trunk of a pyramid with rectangular section. In other words, in the position of use of the base, with its sole 3a placed on the ground 5, the pyramid trunk is directed upside down.
- the wall element 2 comprises, for its part, at its lower end, at least one foot 6 capable of being engaged with a certain clearance in the cavity 4, the foot having a section congruent with that of the cavity by presenting a taper angle more closed than that of the cavity. Also the foot at a height lower than the depth of the cavity which receives it (see figure 6).
- the wall element 2 rests by a lower support face R formed in a step or step at the level of the foot 6 on an upper support face S, formed on the base 3 and adjoining the cavity 4.
- the perfect positioning of the element 2 on the element 3 is ensured, in addition to the cooperation of the surfaces R and S by that of the face A of the cavity on which the face B comes to bear opposite the foot 6 of the element 2.
- These faces can be formed with great precision during molding and therefore ensure perfect positioning relative geometry of the element 2 with respect to the element 3.
- the assembly of the parts after erection of the wall element 2 and introduction of its foot 6 into the cavity 4, is ensured by the installation of a wedge 7 of any suitable material which can be hammered or hammered, for example. Depending on the case, hardwood, metal or plastic shims will be used.
- the assembly is perfect by filling any gaps between the cavity 4 and the base 6 by introducing a mortar of cement, sand or other suitable powder material.
- the installation is particularly simple since it suffices, on site, to correctly position the desired base 3, for example by checking its horizontality if the wall 2 must be erected vertically. Then, by means of any handling device, such as for example a crane, the element 2 can be presented and put in place so that its foot 6 comes into place in the cavity 4.
- the handling is facilitated by the provision in the upper part of the element 2 of one or more orifices such as 8 , which can be used, in addition, to receive transverse bars for the lateral locking of the successive wall elements of a wall, as constructed for example as illustrated in FIG. 7.
- the element 2 is in place on the element 3, it suffices to block by inserting the shim 7.
- the wall element 2 is advantageously profiled with stiffening ribs 9, making it possible to stiffen and lighten the construction.
- the latter is advantageously produced as illustrated in more detail in FIGS. 4 and 5, in reinforced concrete with U-shaped reinforcements marked 10, 11, 12, mounted oblique, as it appears clearly in figure 5, and crossing with their openings which face each other by surrounding the cavity 4.
- the cavity works correctly in compression thanks to the play of U-shaped reinforcements and the transfer of forces over the entire surface of the base.
- This is for the rest made of reinforced concrete with simple reinforcements, suitably arranged as illustrated in particular in 13 and 14.
- the base is suitably oriented so that its long part 3b is opposite to that which receives the thrust and the support polygon is adapted to the overturning torque which can be applied to the wall element.
- the long branch 3b of the the armature 3 is directed outward relative to the slope 14.
- the wall elements can have a width of 0.50 m, a height of 2.50 m at 3 m and the base can have an overall length of 1.50 m with the cavity 4 arranged at one third of the length.
- the elements are relatively thin, their thickness not exceeding on average 30 cm.
- the wall and base elements can be very easily made of reinforced concrete by means of simple molds.
- the elements being flat, the setting of the concrete is fast.
- the wall element composed of the wall element fixed on the base element is solid.
- the applications can be multiple and we can cite in particular anti-noise walls, storage walls, embankment support walls, river retaining walls, civil engineering construction. They can also form the element of a lost formwork for example for foundations of important buildings.
- the profile of the base allows in practice the use of the wall whatever the direction of the thrust exerted on it by the grounds or the stored materials which it will support.
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Finishing Walls (AREA)
- Panels For Use In Building Construction (AREA)
- Retaining Walls (AREA)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT88402054T ATE62294T1 (de) | 1987-08-12 | 1988-08-05 | Fertigteile zum bauen von mauern und waenden, insbesondere stuetzmauern. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8711488A FR2619401B1 (fr) | 1987-08-12 | 1987-08-12 | Elements prefabriques pour la construction de murs et parois |
FR8711488 | 1987-08-12 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0305258A1 true EP0305258A1 (de) | 1989-03-01 |
EP0305258B1 EP0305258B1 (de) | 1991-04-03 |
Family
ID=9354138
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP88402054A Expired - Lifetime EP0305258B1 (de) | 1987-08-12 | 1988-08-05 | Fertigteile zum Bauen von Mauern und Wänden, insbesondere Stützmauern |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0305258B1 (de) |
AT (1) | ATE62294T1 (de) |
DE (1) | DE3862263D1 (de) |
FR (1) | FR2619401B1 (de) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2684702A1 (fr) * | 1991-12-04 | 1993-06-11 | Metropolitan Materials Espanol | Structure en beton arme ou precontraint pour la construction de murs. |
ES2060518A2 (es) * | 1992-08-12 | 1994-11-16 | Metropolitan Materials Espanol | Perfeccionamiento en las estructuras para la formacion de muros |
ES2160074A1 (es) * | 1999-10-01 | 2001-10-16 | Sanchez Jaime E Jimenez | Paso de carretera prefabricado ensamblado en obra. |
US6345934B1 (en) | 1996-04-15 | 2002-02-12 | Jean-Marc Jailloux | Earth structure and method for constructing with supports having rearwardly located portions |
EP1916338A1 (de) * | 2006-10-25 | 2008-04-30 | Giuseppe Parenti | Selbstragende schällschutzende vorgefertigte Stützplatte aus Beton |
CN108130917A (zh) * | 2017-12-25 | 2018-06-08 | 中国二十冶集团有限公司 | 桩基挡土墙施工方法 |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL63209C (de) * | 1900-01-01 | |||
DE2456915A1 (de) * | 1974-12-02 | 1976-08-12 | Acrow Wolff Gmbh | Industrie-, betriebs-, maschinen-, verkehrs-, bau und sonstige laermgeraeusche abwehrende einrichtung |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2185117A5 (de) * | 1972-05-17 | 1973-12-28 | Balzer Edmond | |
FR2451422A1 (fr) * | 1979-03-14 | 1980-10-10 | Rousset Michel | Panneau prefabrique pour construction en beton et construction en resultant |
-
1987
- 1987-08-12 FR FR8711488A patent/FR2619401B1/fr not_active Expired - Lifetime
-
1988
- 1988-08-05 AT AT88402054T patent/ATE62294T1/de active
- 1988-08-05 EP EP88402054A patent/EP0305258B1/de not_active Expired - Lifetime
- 1988-08-05 DE DE8888402054T patent/DE3862263D1/de not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL63209C (de) * | 1900-01-01 | |||
DE2456915A1 (de) * | 1974-12-02 | 1976-08-12 | Acrow Wolff Gmbh | Industrie-, betriebs-, maschinen-, verkehrs-, bau und sonstige laermgeraeusche abwehrende einrichtung |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2684702A1 (fr) * | 1991-12-04 | 1993-06-11 | Metropolitan Materials Espanol | Structure en beton arme ou precontraint pour la construction de murs. |
ES2063609A2 (es) * | 1991-12-04 | 1995-01-01 | Metropolitan Materials Espanol | Nueva estructura de hormigon armado o pretensado para la formacion de muros. |
ES2060518A2 (es) * | 1992-08-12 | 1994-11-16 | Metropolitan Materials Espanol | Perfeccionamiento en las estructuras para la formacion de muros |
US6345934B1 (en) | 1996-04-15 | 2002-02-12 | Jean-Marc Jailloux | Earth structure and method for constructing with supports having rearwardly located portions |
ES2160074A1 (es) * | 1999-10-01 | 2001-10-16 | Sanchez Jaime E Jimenez | Paso de carretera prefabricado ensamblado en obra. |
EP1916338A1 (de) * | 2006-10-25 | 2008-04-30 | Giuseppe Parenti | Selbstragende schällschutzende vorgefertigte Stützplatte aus Beton |
CN108130917A (zh) * | 2017-12-25 | 2018-06-08 | 中国二十冶集团有限公司 | 桩基挡土墙施工方法 |
Also Published As
Publication number | Publication date |
---|---|
FR2619401A1 (fr) | 1989-02-17 |
DE3862263D1 (de) | 1991-05-08 |
EP0305258B1 (de) | 1991-04-03 |
ATE62294T1 (de) | 1991-04-15 |
FR2619401B1 (fr) | 1991-03-29 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0185065B1 (de) | Verfahren zur herstellung einer eine konstruktion tragenden, starren platte | |
EP0081402B1 (de) | Verfahren zur Herstellung von hohlen Elementen wie etwa Leitungen, Silos oder Bunkern | |
EP0244890B1 (de) | Verfahren zur Herstellung von hohlen Elementen, wie etwa Leitungen, Silos oder Bunker und Elemente, hergestellt durch dieses Verfahren | |
EP0031773A2 (de) | Modulares vertikales Bauelement zur Verwendung in Stützkonstruktionen und Verfahren zur Herstellung dieser Konstruktionen | |
EP0305258B1 (de) | Fertigteile zum Bauen von Mauern und Wänden, insbesondere Stützmauern | |
FR2584876A1 (fr) | Modules prefabriques, chambres de tirage pour cables et canalisations constituees de ces modules, et couverture de chambres de tirage | |
EP0028558B1 (de) | Verfahren zum Verbessern des Gleitwiderstandes von einer Baukonstruktion und ihre Fundierung | |
EP0483158B1 (de) | Verankerung und befestigungsverfahren durch in den boden getriebene seitenstützen | |
FR2642109A1 (fr) | Structure creuse allongee et son procede de fabrication | |
EP1219764A1 (de) | Herstellungsverfahren für Bauwerke, insbesondere für Schwimmbäder oder Wasserbecken und Vorrichtung zum Durchführen des Verfahrens | |
FR2687711A1 (fr) | Procede de construction d'un edifice, tel qu'abri souterrain, par assemblage d'elements prefabriques. | |
EP0512932B1 (de) | Vorgefertiges Modulelement zum Trockenbauen von Stützbauwerken, Konstruktion unter Verwendung dieses Elements und Methode für die trockene Herstellung dieses Bauwerks | |
EP0744511B1 (de) | Spannbetonträger, sowie Verfahren zu seiner Herstellung | |
FR2871824A1 (fr) | Elements-cadres prefabriques pour la realisation de tunnels et de canaux et son application a des bassins de reserve d'eau de type enterre, semi-enterre ou non enterre | |
FR3094996A1 (fr) | Soubassement de clôture et structure de clôture comprenant un tel soubassement | |
FR2812315A1 (fr) | Element de construction de mur et mur en platre, moule et procedes pour leur fabrication | |
FR2610339A1 (fr) | Procede de realisation de soubassements d'immeubles et moyens pour mettre en oeuvre ledit procede | |
FR2812323A1 (fr) | Piscine du type composee d'elements prefabriques en beton arme | |
FR2543202A1 (fr) | Piscine realisee par assemblage d'elements prefabriques en beton | |
FR2581678A1 (fr) | Procede pour la realisation d'une structure en beton arme noyee dans le sol | |
EP4063590A1 (de) | Vorrichtung zum befestigen eines bauzubehörteils an bewehrungen, entsprechendes befestigungsverfahren und bauelement | |
FR2627789A1 (fr) | Bloc de soutien en beton prefabrique pour poteaux | |
FR2581102A1 (fr) | Mur prefabrique a contreforts internes | |
FR2639388A1 (fr) | Structure porteuse en beton arme, procede pour sa realisation ainsi qu'element prefabrique en beton arme, bati de coffrage et procede pour la fabrication d'elements prefabriques en beton arme et elements prefabriques en forme de caissons comportant des plaques jumelees | |
FR3110619A1 (fr) | Monument funéraire |
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): AT BE CH DE ES GB GR IT LI LU NL SE |
|
17P | Request for examination filed |
Effective date: 19890628 |
|
17Q | First examination report despatched |
Effective date: 19900206 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE CH DE ES GB GR IT LI LU NL SE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRE;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.SCRIBED TIME-LIMIT Effective date: 19910403 Ref country code: ES Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY Effective date: 19910403 Ref country code: AT Effective date: 19910403 Ref country code: SE Effective date: 19910403 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 19910403 Ref country code: NL Effective date: 19910403 Ref country code: GB Effective date: 19910403 |
|
REF | Corresponds to: |
Ref document number: 62294 Country of ref document: AT Date of ref document: 19910415 Kind code of ref document: T |
|
REF | Corresponds to: |
Ref document number: 3862263 Country of ref document: DE Date of ref document: 19910508 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Effective date: 19910831 Ref country code: CH Effective date: 19910831 |
|
NLV1 | Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act | ||
GBV | Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed] | ||
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 | ||
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 19920731 Year of fee payment: 5 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 19920806 Year of fee payment: 5 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 19920924 Year of fee payment: 5 |
|
EPTA | Lu: last paid annual fee | ||
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19930805 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Effective date: 19930831 |
|
BERE | Be: lapsed |
Owner name: LOUIS PASCAL Effective date: 19930831 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Effective date: 19940503 |