EP0058731B1 - Mur composé d'une pluralité d'éléments de construction - Google Patents
Mur composé d'une pluralité d'éléments de construction Download PDFInfo
- Publication number
- EP0058731B1 EP0058731B1 EP81101221A EP81101221A EP0058731B1 EP 0058731 B1 EP0058731 B1 EP 0058731B1 EP 81101221 A EP81101221 A EP 81101221A EP 81101221 A EP81101221 A EP 81101221A EP 0058731 B1 EP0058731 B1 EP 0058731B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- walls
- longitudinal
- construction elements
- wall
- cross bracing
- 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
Links
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 239000011435 rock Substances 0.000 claims abstract description 5
- 238000012986 modification Methods 0.000 description 8
- 230000004048 modification Effects 0.000 description 8
- 238000005253 cladding Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 230000003068 static effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008635 plant growth Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000012795 verification Methods 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
- E02D29/0216—Cribbing walls
-
- 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
- E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
- E01F8/02—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise
- E01F8/021—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise with integral support structure
Definitions
- the present invention relates to a plantable element wall composed of a plurality of structural elements for the erection of retaining walls or rock cladding.
- Each component has at least two parallel crossbeams, each with an upward and downward bearing surface, which lie in two mutually parallel planes, with two parallel beams that are parallel to one another and are oriented at right angles to the crossbeams and lie between the planes the crossbeams are made from one piece.
- box walls have the disadvantage that when constructing berms, due to the force dissipation by the individual support cams, special engineering work is required for the static calculation of the crossbeams underneath, which leads to additional costs in planning and reinforcement. Furthermore, the horizontal forces are introduced into the foundations via the frame to the cross beam cam. Special engineering work is also required for the static verification of these frames. This in turn leads to additional costs in planning and reinforcement. In addition, the height of the wall is limited because the cams of the lowest elements can no longer absorb the forces that arise.
- Box elements the longitudinal wall of which is arranged at right angles to the cross members, are known from French Patent 2 409 351 for the erection of retaining walls.
- Such supporting walls are characterized in that in each case is a box member on two underlying namely end side to rest on end face, such that a single, imperforate wall is formed which is designated as such hardly be more than p flanzbar.
- the object of the present invention is to create a plantable element wall composed of a large number of structural elements for the erection of retaining walls or rock cladding, it being possible to create berms of any size without additional reinforcements being necessary and without further, static individual calculations must be carried out because the force is not optimally applied to the foundations by means of support cams, but by means of crossbeam washers. Thus, higher walls should also be able to be built.
- Plants should be able to thrive optimally through a sufficiently dimensioned distance between the reinforced concrete elements, which leads to a good, sound-absorbing effect.
- each component has an open frame, is made from one piece, consists of only one longitudinal wall and at least two cross member walls, the longitudinal wall extending beyond the two cross member walls and with the entire surface of the cross member walls upwards and downwards has directed support surfaces, such that the element wall is composed of components of two design modifications, the cross member walls in the components of the first design modification running perpendicularly to the longitudinal walls in the side view and in the components of the second design modification the longitudinal walls in the side view at an angle of inclination (a ) are arranged to the cross member walls and that the components of the two design modifications are alternately placed one above the other with longitudinally offset longitudinal walls.
- the element wall can also be composed of a single basic type of building elements in such a way that the longitudinal walls of two building elements lying one above the other are offset, i.e. H. run on opposite sides of the element wall, the longitudinal walls being inclined in such a way that their upper edge is oriented further forward than their lower edge.
- FIG. 1 A first modification of a component is shown in FIG. 1.
- the Bauele element is open-framed and consists of a longitudinal wall 5 and two perpendicularly arranged cross member walls 6, 6 ', the longitudinal wall 5 in 5' and 5 "going beyond the two cross member walls 6 and 6 'and the longitudinal wall 5 facing the cross member walls 6 and 6 'at an angle of inclination (a).
- the cross member walls 6 and 6' each have an upward surface 7, 7 'and a downward surface 8, 8', which lie in a parallel plane.
- FIG. 1 A second, known embodiment modification of a component is shown in FIG.
- the component consists of a longitudinal wall 1 and at least two transverse support walls 2, 2 'perpendicular to it, the longitudinal wall 1 in 1' and in 1 "extending beyond the two transverse support walls 2, 2 '.
- the longitudinal wall 1 and the two transverse support walls 2, 2 'each have an upward-facing surface 3, 4, 4', and a downward-facing contact surface, which lie in two parallel planes.
- FIGS. 1 and 2 can be arranged as such alternately and alternately combined, depending on the type of element wall to be erected.
- the components according to FIG. 1 are arranged in an alternating construction according to FIG. 3 and result in a free-standing soundproof wall.
- the component according to FIG. 1 with a longitudinal wall 5 arranged at an angle of inclination (a), which is oriented towards the rear, is first placed.
- An analog component is placed on the two cross member walls 6, 6 'of the first component, but reversed, in such a way that the longitudinal wall 5 arranged at an angle of inclination comes to lie facing forward.
- the next component is again placed like the bottom one in the same position on the two cross member walls 6, 6 'of the one below and in an alternating arrangement the soundproofing wall is built up to the desired height in this way.
- FIG. 4 The partial construction of a retaining wall is shown in Fig. 4.
- a component according to FIG. 2 is first placed on the foundation 9 such that the longitudinal wall 1 comes to lie forward.
- a component according to FIG. 1 is then placed on the two crossmember walls in such a way that the longitudinal wall 5 arranged at the angle of inclination (a) comes to the rear.
- a component according to FIG. 2 is then placed on the component according to FIG. 1, the longitudinal wall 1 coming to the front. This combination in alternating wall construction can be continued until the desired height of the retaining wall is reached.
- Figures 5 and 6 show cross sections through a free-standing, plantable soundproofing wall and through a plantable retaining wall.
- the plantable embankment is designated 10. How the filled-up earth material 11 is distributed in the element wall can be seen in FIGS. 5 and 6.
- the individual components are anchored to one another in a known manner.
- the resulting cavities in the element wall are filled with soil and can then be planted.
- the individual components can be arranged in a berm-like manner, offset backwards.
- the component set is also characterized in that the manufacturing costs can be significantly reduced compared to known designs.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Architecture (AREA)
- Finishing Walls (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
Claims (2)
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE8181101221T DE3171442D1 (en) | 1981-02-20 | 1981-02-20 | Wall composed of a plurality of construction elements |
| AT81101221T ATE14462T1 (de) | 1981-02-20 | 1981-02-20 | Aus einer vielzahl von bauelementen zusammengesetzte elementmauer. |
| EP81101221A EP0058731B1 (fr) | 1981-02-20 | 1981-02-20 | Mur composé d'une pluralité d'éléments de construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP81101221A EP0058731B1 (fr) | 1981-02-20 | 1981-02-20 | Mur composé d'une pluralité d'éléments de construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0058731A1 EP0058731A1 (fr) | 1982-09-01 |
| EP0058731B1 true EP0058731B1 (fr) | 1985-07-24 |
Family
ID=8187581
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP81101221A Expired EP0058731B1 (fr) | 1981-02-20 | 1981-02-20 | Mur composé d'une pluralité d'éléments de construction |
Country Status (3)
| Country | Link |
|---|---|
| EP (1) | EP0058731B1 (fr) |
| AT (1) | ATE14462T1 (fr) |
| DE (1) | DE3171442D1 (fr) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4557634A (en) * | 1983-01-11 | 1985-12-10 | Henri Vidal | Wall structure and method of construction |
| DE3611042A1 (de) * | 1986-04-02 | 1987-10-08 | Ebenseer Betonwerke Gmbh | Wand, insbesondere laermschutzwand, sowie fertigteile fuer eine solche wand |
| GB8813146D0 (en) * | 1988-06-03 | 1988-07-06 | Vidal H | Facing system |
| CH681314A5 (fr) * | 1990-04-18 | 1993-02-26 | Ls Laermschutzbau Ag | |
| DE29720479U1 (de) * | 1997-11-19 | 1999-03-25 | Bodensohn, Karl Heinz, 63165 Mühlheim | Stapelbare Fertigbauteile |
| DE202006007522U1 (de) * | 2006-05-11 | 2007-09-13 | Bodensohn, Karl Heinz | Raumgitterwand zur Verwendung als mit Erdschüttgut verfüll- und begrünbare Stütz- und Lärmschutzwände |
| CN102587390A (zh) * | 2012-03-23 | 2012-07-18 | 广州中煤江南基础工程公司 | 外增强挡土支护结构 |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2701673C2 (de) * | 1977-01-17 | 1983-08-04 | Adam, Heinz-Josef, Ing.(Grad.) | Schallschutzwand |
| CH638853A5 (en) * | 1978-06-13 | 1983-10-14 | Jaecklin Felix Paul | Structural element for fabricating structures and use of the same for fabricating walls |
| DE2908578C2 (de) * | 1979-03-05 | 1983-12-01 | Schenk, Harry, 7101 Löwenstein | Rahmenförmiges Fertigteil aus Beton für eine Raumgitterwand als Stützwand od.dgl. |
-
1981
- 1981-02-20 DE DE8181101221T patent/DE3171442D1/de not_active Expired
- 1981-02-20 EP EP81101221A patent/EP0058731B1/fr not_active Expired
- 1981-02-20 AT AT81101221T patent/ATE14462T1/de not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| DE3171442D1 (en) | 1985-08-29 |
| ATE14462T1 (de) | 1985-08-15 |
| EP0058731A1 (fr) | 1982-09-01 |
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