EP3486379A1 - Structure murale dans un blindage monolithique destinée à l'achèvement d'un système de terre armée de plastique (kbe) et construction de grille correspondante en tant que partie fonctionnelle - Google Patents

Structure murale dans un blindage monolithique destinée à l'achèvement d'un système de terre armée de plastique (kbe) et construction de grille correspondante en tant que partie fonctionnelle Download PDF

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Publication number
EP3486379A1
EP3486379A1 EP18207602.6A EP18207602A EP3486379A1 EP 3486379 A1 EP3486379 A1 EP 3486379A1 EP 18207602 A EP18207602 A EP 18207602A EP 3486379 A1 EP3486379 A1 EP 3486379A1
Authority
EP
European Patent Office
Prior art keywords
grid
gabion
wall structure
horizontal
vertical
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
EP18207602.6A
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German (de)
English (en)
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EP3486379B1 (fr
Inventor
Axel Friedhoff
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.)
Axel Friedhoff & Co KG GmbH
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Axel Friedhoff & Co KG GmbH
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Publication date
Priority claimed from DE202017006007.8U external-priority patent/DE202017006007U1/de
Application filed by Axel Friedhoff & Co KG GmbH filed Critical Axel Friedhoff & Co KG GmbH
Publication of EP3486379A1 publication Critical patent/EP3486379A1/fr
Application granted granted Critical
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    • 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
    • E02D29/0208—Gabions
    • 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
    • E02D29/0225—Retaining or protecting walls comprising retention means in the backfill

Definitions

  • a well-known KBE system for forming a natural stone façade consists, for example, of a reinforced earth body with a curtain wall made of corrosion-protected steel grids and a stone filling. Such a facade can be done later, after the KBE has sat down.
  • Steel gratings are fastened at a distance as a front grid with anchor rods at the KBE and backfilled with stones.
  • the front grilles are interconnected with ring clamps. The front grilles overlap.
  • gabions are also known as a means to put attractive fronts as panels as well.
  • the stone baskets are often delivered with pre-compacted stone fillings and put basket on basket.
  • DE 10 2017 100 392 A1 shows how gabions are thinned upwards to build up a heavy duty wall and how a fall protection succeeds.
  • Gabions are also used to reduce noise on a traffic route as a protective wall, cf. for example DE 10 2010 004 266 A1 ,
  • gabions are usually closed with a gabion lattice cover before another gabion plane is deposited thereon.
  • the upper gabion has a gabion grid floor, so that at least one at least roughly horizontal grid intercepts the fillings level by level.
  • a retaining wall termination is still to be developed, which holds compacted filling material and offers an attractive appearance, if possible also with simultaneous suitability as a noise protection system.
  • the structure should be safe and sustainable.
  • a 20 cm deep front shell for a sound-absorbing material is suspended by means of a vertical partition grid construction about 20 cm offset backwards into the lateral vertical partition grille.
  • FIG. 1 shows a wall structure 1 according to the invention in a sectional view in a function as a support wall for a slope. Illustrated is a wall structure 1, which is formed of six horizontal planes of the same size and a seventh smaller plane.
  • the wall structure 1 is formed from Gabionengittern and side rails 4.
  • Two side rails 4 and at least one each Gabionengitter on the front 11 and the back 12 form a frame, similar to a wire cage without floor and ceiling, with only vertical or at least approximately vertical walls.
  • Such frames are arranged side by side and one above the other to form a gabion wall structure according to the invention. Because the wall structure according to the invention but not just as usual in gabions horizontal Gabionengitter has, except possibly in the lowest on a foundation (2) remote location, this application uses in the main claim the term wall structure.
  • each frame is in the advantageous embodiment of FIG. 1 and 2 a vertical partition grid 6 connected in parallel or at least approximately parallel to the front side 11 with the side grilles 4.
  • the interior of a frame is thereby divided into a front shell 7 and a back chamber 10.
  • the front shell 7 has less space than the back chamber 10.
  • the space within a frame freely or at least approximately freely on the front shell 7 and the back chamber 10 are divided, since the vertical divider 6 attached to almost anywhere positions on the side rails 4 even if the frame is already set.
  • the separating grid 6 has hooks 19 which are open exclusively at horizontal connecting ends, with which hooks 19 vertical wire rods 17 of the side rails 4 are unvarnished.
  • one or more of such side rails 4, front 11 and back 12 formed frames are arranged side by side and form a first level of the wall structure 1.
  • the number of juxtaposed frame depends on the desired length of the wall structure 1. It is but also idea of invention, just not to have to think in terms of gabions, but free to distribute side rails along the course of the wall. It comes in such an embodiment just not to otherwise accepted side rails double doubling.
  • the desired height of a wall structure 1 is achieved by the vertical or at least approximately vertical arrangement of several layers or planes of frames one above the other.
  • the wall structure 1 is not divided over its entire height over all levels by horizontal horizontal shelves in individual floors or levels, but can be filled vertically in a vertical direction, at least in the back chambers 10 vertically filled with filling material and this compacted throughout.
  • a cleanliness layer 14 is wedge-shaped above the foundation 2, resulting in an inclination of the wall structure 1.
  • the tendency of the increase in the support effect of a backfill 3 or a landfill to be supported serves contrary.
  • the inclination is based on the in FIG. 1 recognizable as a dashed line perpendiculars 13 recognizable.
  • a reinforcement of the backfill 3 is made in the embodiment shown with a geosynthetics 16, which in FIG. 1 is indicated as a thick dashed line.
  • FIG. 2 shows a sectional view in a detailed view of an outbreak of a wall structure according to the invention 1.
  • side rails 4 which form the wall structure.
  • the side rails 4 form connections between the front sides 11 and the rear sides 12.
  • the wall structure 1 is not divided by continuous horizontal intermediate floors. Also in the area of the plane connection 5 no flat horizontal boundaries of the planes are provided. Illustrated are vertical divider grid 6, which give both the wall structure 1 additional rigidity in a dual function and the interior of the wall structure 1 vertically in diee front shell 7 and the back chamber 10 divide.
  • the front shell 7 is designed lower volume than the back chamber 10. It is intended to fill the front shell 7 with a first filler 8 and the back chamber 10 with a second filler 9.
  • first filling material 8 in particular materials come into consideration, which meet optically or functionally special requirements.
  • a special functionality can exist, for example, in very good noise insulation properties.
  • a second filling material 9 are in particular materials into consideration, which are economically useful, which are easy to fill and compress and which support the strength of the Gabionenwandiedes 1.
  • the back chambers 10 of the wall structure 1 in the region of the vertical separating grid 6 and the back 12 are provided with separating elements 15, which are preferably formed from nonwoven fabric.
  • the separating elements 15 prevent the passage of foreign substances or in particular of filler material 8, 9 or backfill 3 through the back 12 and the vertical separation grid 6.
  • the separating elements 15 are graphically in FIG. 2 indicated as a short dashed line.
  • the backfill 3 is reinforced with geosynthetic material 16, which as a long dashed line in FIG. 2 is indicated.
  • FIG. 3 shows a side rail 4, in FIG. 3a in a frontal view, in FIG. 3b in a plan view and in Figure 3c in a side view.
  • the side rail 4 is formed of vertical wire rods 17 and horizontal wire rods 18.
  • the diameter 21 of the vertical and horizontal wire rods 17, 18 is defined and is in the illustrated embodiment 4.5 mm.
  • the horizontal wire rods 18 are provided on both sides with eyelets 30 to achieve a simple yet durable connection of side rails 4 with front sides 11 and rear sides 12.
  • the eyelets 30 are bent in the embodiment shown from the two-sided ends of the horizontal wire rods 18, resulting in a length 27 of 1150 mm in the embodiment shown for the horizontal wire rods 18 results.
  • the horizontal wire rods 18 are each mounted with a height distance 24 spaced from each other on the vertical wire rods 17 of a side rail 4.
  • the horizontal wire rods 18 by spot welding with a height distance 24, which is 197 mm in the embodiment shown, mounted on the vertical wire rods 17.
  • the height grid 25 corresponds to five times the distance of the horizontal wire rods 18 to each other and is in the illustrated embodiment 985 mm.
  • FIG. 3b the distances of the vertical wire rods 17 of a side rail 4 are shown to each other recognizable.
  • the respective outer vertical wire rods 17 of a side rail 4 are at a first width spacing 22, which is 200 mm in the illustrated embodiment, spaced from the nearest vertical wire rod 17.
  • FIG. 3c A side view of a side rail 4, the orientation of the eyelets 30 is shown recognizable.
  • the length of the vertical wire rods 17 is indicated with a rod height 26, which in the embodiment shown is 990 mm.
  • FIG. 4 shows a vertical divider 6, in FIG. 4a in a frontal view, in FIG. 4b in a plan view and in Figure 4c in a side view.
  • the vertical divider grid 6 is formed of vertical wire rods 17 'and horizontal wire rods 18'.
  • the diameter 21 'of the vertical and horizontal wire rods 17', 18 ' is defined and is in the illustrated embodiment 4.5 mm.
  • the horizontal wire rods 18 ' as in FIG.
  • the horizontal wire rods 18 ' are in each case with a height distance 24' spaced from each other on the vertical wire rods 17 'of a vertical separating grid 6 attached.
  • the horizontal wire rods 18 ' by spot welding with a height distance 24', which is 197 mm in the illustrated embodiment, mounted on the vertical wire rods 17 '.
  • the height grid 25 ' corresponds to five times the distance of the horizontal wire rods 18' to each other and is in the illustrated embodiment 985 mm.
  • FIG. 4b shows in a plan view shown the hooks 19 of the horizontal wire rods 18 '.
  • the hooks 19 are in the illustrated embodiment of the two-sided ends of the horizontal wire rods 18 'bent, resulting in a Rohley 27 'of 1100 mm in the embodiment shown for the horizontal wire rods 18' results.
  • the hooks 19 have a defined hook opening, which results from a radius hook 28, which is 6 mm in the embodiment shown.
  • a length hook 29 is 29.5 mm in the embodiment shown. Less the wire thickness of 4.5 mm, this results in a rear grip of the hook 19 of 25 mm, whereby a secure connection of the vertical divider grid 6 is achieved, for example, with side rails 4.
  • a vertical separating grid 6 From the distance of the receiving points of the left hooks 19 to the right hooks 19 of the horizontal wire rods 18 'of a vertical separating grid 6 results in an inner width 20' which is 1010 mm in the embodiment shown.
  • a first width distance 22 ' is the distance from the contact point in a hook 19 to the nearest vertical wire rod 17' of a vertical separation grid 6, which is 205 mm in the illustrated embodiment.
  • a second width distance 23 ' designates the spacing of the vertical wire rods 17' from each other, which in the exemplary embodiment shown is 300 mm.
  • FIG 4c A side view of a vertical separation grid 6, the orientation of the hook 19 is shown recognizable.
  • the length of the vertical bars 17 ' is indicated with a bar height 26', which in the embodiment shown is 991 mm.
EP18207602.6A 2017-11-21 2018-11-21 Structure murale dans un blindage monolithique destinée à l'achèvement d'un système de terre armée de plastique et construction de grille correspondante en tant que partie fonctionnelle Active EP3486379B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202017006007.8U DE202017006007U1 (de) 2017-01-10 2017-11-21 Wandaufbau aus Gabionengittern

Publications (2)

Publication Number Publication Date
EP3486379A1 true EP3486379A1 (fr) 2019-05-22
EP3486379B1 EP3486379B1 (fr) 2022-12-07

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EP18207602.6A Active EP3486379B1 (fr) 2017-11-21 2018-11-21 Structure murale dans un blindage monolithique destinée à l'achèvement d'un système de terre armée de plastique et construction de grille correspondante en tant que partie fonctionnelle

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102373227B1 (ko) * 2021-08-18 2022-03-11 대한민국 메쉬 형태의 기와 고정 시스템 및 이를 포함하는 기와 지붕
EP4050158A1 (fr) * 2021-02-24 2022-08-31 Wolfgang Schmauser Gabion anti-bruit
RU2797999C1 (ru) * 2022-10-21 2023-06-13 Федеральное государственное казенное военное образовательное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени генерала армии А.В. Хрулева" Министерства обороны Российской Федерации Армогрунтовый конус устоя временного моста с подпорной стенкой из габионов

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3917756A1 (de) * 1988-06-09 1989-12-21 Ruwa Drahtschweisswerk Ag Schotterkorb-bausatz
DE3936957A1 (de) * 1988-10-01 1991-05-08 Czinki Laszlo Stabilisierte laermschutzwand
DE102010054364A1 (de) * 2010-12-13 2012-06-14 Rk Landschaftsbau Dittersdorf Gmbh Verfahren zum Errichten einer Gabionenwand

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3917756A1 (de) * 1988-06-09 1989-12-21 Ruwa Drahtschweisswerk Ag Schotterkorb-bausatz
DE3936957A1 (de) * 1988-10-01 1991-05-08 Czinki Laszlo Stabilisierte laermschutzwand
DE102010054364A1 (de) * 2010-12-13 2012-06-14 Rk Landschaftsbau Dittersdorf Gmbh Verfahren zum Errichten einer Gabionenwand

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4050158A1 (fr) * 2021-02-24 2022-08-31 Wolfgang Schmauser Gabion anti-bruit
KR102373227B1 (ko) * 2021-08-18 2022-03-11 대한민국 메쉬 형태의 기와 고정 시스템 및 이를 포함하는 기와 지붕
RU2797999C1 (ru) * 2022-10-21 2023-06-13 Федеральное государственное казенное военное образовательное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени генерала армии А.В. Хрулева" Министерства обороны Российской Федерации Армогрунтовый конус устоя временного моста с подпорной стенкой из габионов

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