EP3147411A1 - Paroi de support - Google Patents

Paroi de support Download PDF

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Publication number
EP3147411A1
EP3147411A1 EP16180208.7A EP16180208A EP3147411A1 EP 3147411 A1 EP3147411 A1 EP 3147411A1 EP 16180208 A EP16180208 A EP 16180208A EP 3147411 A1 EP3147411 A1 EP 3147411A1
Authority
EP
European Patent Office
Prior art keywords
support
support rail
nut
wall
slope
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
EP16180208.7A
Other languages
German (de)
English (en)
Other versions
EP3147411B1 (fr
Inventor
Dietmar Mair
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.)
Htb Baugesellschaft MBH
Original Assignee
Htb Baugesellschaft MBH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Htb Baugesellschaft MBH filed Critical Htb Baugesellschaft MBH
Publication of EP3147411A1 publication Critical patent/EP3147411A1/fr
Application granted granted Critical
Publication of EP3147411B1 publication Critical patent/EP3147411B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • 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
    • E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/80—Ground anchors
    • E02D5/808—Ground anchors anchored by using exclusively a bonding material
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/30—Miscellaneous comprising anchoring details

Definitions

  • the present invention relates to a support wall for supporting a slope, wherein the support wall has at least one sequence of beams and at least one, orthogonally or transversely to the beams arranged, support rail, wherein the support rail at least one support shoulder, with the support rail on the of the embankment facing away from the beam, and at least one support rail channel, wherein the support rail is secured by at least one nut of the support wall to at least one anchor anchored in the embankment of the support wall.
  • Retaining walls of the type mentioned are known in the art. They are e.g. Used in mountainous areas below and / or above the retaining wall existing ways, areas, buildings and the like to prevent it from slipping. In particular, they serve to stabilize the embankment supported by them.
  • the AT 398 098 B shows an example of the basic structure of such a supporting wall. At least by public prior use, it is known to attach the support rail by means of a nut on an anchor anchored in a slope of the support wall.
  • the object of the invention is to improve a retaining wall of the type mentioned above.
  • the invention provides that a generic support wall is developed to the effect that the support rail channel, preferably completely, is sunk into a region between the beams and the nut, preferably completely, is disposed within the support rail channel.
  • the support rail channel according to the invention is thus sunk into a region between the beams and the nut is, preferably completely, arranged within the support rail channel.
  • the support wall has on the side facing away from the slope side not substantially over the bars protruding parts. This is on the one hand visually appealing. On the other hand, however, this is particularly favorable if persons are e.g. when cycling or skiing or hiking can come in the immediate vicinity of the supporting wall. In such situations, a potential risk of injury is significantly reduced due to the invention.
  • one end of the armature to which the nut is fastened is preferably arranged completely within the support rail channel and / or that the end of the armature to which the nut is fastened has an external thread to which the nut is screwed on with an internal thread of the nut. In this way it can be achieved that neither the support rail channel still the mother nor the anchor on the side facing away from the slope side of the support wall over the support shoulder survive.
  • Support walls according to the invention can support various types of embankments.
  • the slopes can consist of loose material and / or rock material.
  • the embankment can thus be pure rock, pure loose material or mixed forms thereof.
  • the embankment can be created naturally or artificially.
  • embankments which can be supported by means of supporting walls according to the invention are terrain forms sloping in at least one direction or slopes.
  • the slope of the embankment can range from a flat slope to vertical or overhanging terrain.
  • the anchors may be e.g. to act rod-shaped or elongated objects. Usually they are in corresponding holes in the embankment pressed with grout or the like. Particularly preferably, the anchors are anchored in rocky areas of the embankment. In principle, however, the invention can have any type of suitably usable anchors.
  • the anchors can also be designed specifically for attachment in loose material.
  • the beams of the supporting wall are wooden beams.
  • the sequence of bars may have a plurality of bars arranged parallel to each other.
  • the bars can but need not be arranged horizontally.
  • the support rails and anchors are conveniently made of a metal, preferably steel. This is preferably true for the nuts and the Beilegomics. If particularly durable durable constructions are to be created, then rust-resistant materials such as e.g. Stainless steels are used for the production of nuts, Beilegomics, support rails and / or anchors.
  • a support wall according to the invention has two or more support rails.
  • Each support rail is usually, but not necessarily always, attached by means of several anchors and correspondingly more nuts on the embankment.
  • the support rail on two opposite sides of the support rail channel each having a support shoulder, wherein the support rail on the side facing away from the embankment both support shoulders in each case rests on the beam and the support rail channel in the area between the beams, preferably completely, sunk.
  • the support rail channel has a relation to the support shoulder or the support shoulders offset to embankment bottom surface with a passage opening, wherein the armature is passed through the passage opening and the mother rests directly or indirectly on the bottom surface.
  • the mother is favorably with the interposition of or a Beileg stressess on the support rail, preferably on the bottom surface, on.
  • Beilegми it may be, for example, a simple shim. However, preferred embodiments can also provide that the Beilegomics has a channel-shaped cross-section. Conveniently, the Beilegomics is anyway arranged regardless of its embodiment completely within the Sönschienenkanals.
  • the support rail seen in a cross section, is hat-shaped, wherein two support shoulders form the hat brim of the hat shape and the support rail channel is arranged between the support shoulders.
  • a wide variety of ways and means of nuts can be used in support walls according to the invention. These can, but not necessarily, be screwed directly or indirectly onto the anchor. Other forms of connection such as casting, welding or the like are possible to attach the nut to the anchor. It is particularly preferred and simple, however, if the nut can be simply screwed onto the anchor. These may be ordinary nuts with an external polygon, as known in the art, act. The nut can then be screwed by means of a socket wrench or wrench. In order to arrange the nut, preferably completely within the support rail channel, preferred embodiments of the invention but provide that the mother has on its side facing away from the slope one or more adapter elements adapter elements for releasably engaging a rotary tool.
  • the adapter elements may be, for example, a hole or a slot in the nut. But it can also be provided that a plurality of adapter elements are present. These may in turn be holes and / or slots. Particularly preferred are the adapter elements, if it is a plurality, so two or more adapter elements, arranged symmetrically to each other with respect to a central longitudinal axis of the nut. If slot-shaped adapter elements are used, they can be, for example, slots accessible for normal screwdrivers or cross-head screwdrivers.
  • the adapter elements are, in order to be able to apply corresponding torques, at least expediently arranged eccentrically with respect to the central longitudinal axis of the nut.
  • Fig. 1 shows an application case based on an example here selected terrain situation in which slopes 2 above and below a track 22 must be supported so that the track 22 remains permanently passable.
  • the slopes 2 have in the embodiments shown here respectively Rock 19 on which loose material 20 is upstream.
  • the slopes are held and secured by the respective supporting walls 1.
  • the vertical section is shown in a region of the supporting wall 1, in which the bars 3 are located.
  • each anchor 8 and the nuts 7 are at least schematically visible.
  • the anchors 8 are anchored here in the embodiment shown, as occurs frequently in reality, by means of grouting 24 or the like in corresponding drill or blasting holes in the rock 19.
  • the type of anchoring can vary depending on the structure of the slope 2.
  • various techniques known in the prior art can be used to implement the invention.
  • the nuts 7 are arranged completely inside the support rail channel 6.
  • Fig. 3 shows by way of example a frontal view of a portion of one of the support walls 1 from Fig. 1 and 2 , seen in each case in the directions 23 on the support wall 1, so to speak a frontal view of a portion of the side facing away from the slope 2 side 13 of the support wall 1.
  • the section according to Fig. 1 could eg along the section line AA in Fig. 3 run.
  • the cut according to Fig. 2 could eg along the section line BB in Fig. 3 run.
  • the support rail 4 has on both sides of the support rail channel 6 each have a support shoulder 5. With the support shoulders 5, the support rail 4 is located on the side facing away from the slope 2 side 13 on the bar 3. As a result, the beams 3 are held in position via the support rail 4.
  • the section along the section line CC off Fig. 3 is in Fig. 4 to see.
  • Fig. 4 is also easy to see how the support shoulders 5 press the bars 3 each against the additionally present here board 25 and thus against the slope 2.
  • the support rail channel 6 is arranged completely recessed into a region 9 between the beams 3 in this embodiment.
  • the support rail channel 6 has in preferred variants, as shown here, the bottom surface 14 and two opposing side walls 26.
  • the side walls 26 preferably connect the bottom surface 14 with the support shoulders 5.
  • the side walls 26 may, as also realized herein, but need not be orthogonal to the bottom surface 14 and / or the support shoulders 5.
  • the nut 7 and the armature 8 are arranged completely within the support rail channel 6 in this embodiment. Overall, it follows that neither the support rail channel 6 nor the nut 7 nor the anchor 8 on the side facing away from the slope 2 side 13 of the support wall 1 over the support shoulders 5 survive. This is especially good in Fig. 4 to see.
  • the nut 7 is not supported directly but indirectly via an interposed Beilegenia 16 on the bottom surface 14 of the support rail channel 6 from.
  • the bottom surface 14 is arranged offset in relation to the support shoulders 5 in the direction of the slope 2. It has a passage opening 15.
  • the armature 8 is passed through the passage opening 15.
  • the Beilegoasa 16 has a corresponding passage opening through which the armature 8 is also passed.
  • the Beilegomics 16 used here has a channel-shaped cross-section in the embodiment shown here. Alternatively, it could also be a simple washer or the like. There are also embodiments conceivable in which one completely waives the Beileg Congress 16.
  • the nut 7 in this embodiment has an internal thread 12 which can be screwed onto a corresponding external thread 11 at the end 10 of the armature 8.
  • the support rail 4 is seen in cross-section hat-shaped, wherein the support shoulders 5 form the hat brim of the hat shape and the support rail channel 6 is disposed between the support shoulders 5.
  • the nut 7 is T-shaped in cross section shown here. On its side facing away from the slope 2, it has two, here in the form of holes, formed adapter elements 17 for releasably engaging a rotary tool.
  • the nut 7 By inserting the corresponding, for example, pin-shaped, counter adapter elements of the rotary tool in the adapter elements 17, the nut 7 can be rotated about its central longitudinal axis 18 and so unscrewed onto the external thread 11 of the armature 8 or from this.
  • a particularly good accessibility is given from the outside, so that the nut 7 can be completely sunk in the support rail channel 6.
  • the nut 7 biases in the fully assembled position according to Fig. 4 the support rail 4 in the direction of the slope 2 and is secured to the anchor 8 via the corresponding screw. As a result, the beams 3 are pressed against the board 25 or directly against the underlying slope 2. In 4 and 5 are also good to see the passage openings 15, through which the armature 8 is passed through the support rail 4 and through the bottom surface 14 of the support rail channel 6.
  • FIG. 5 shows the arrangement of support rail 4, nut 7, anchor 8 and Beileg emotions 16 once again detached from the other components of the support wall.
  • Fig. 6 shows an exploded view of armature 8, support rail 4, Beileg emotions 16 and nut. 7
  • each support wall usually has a plurality of support rails 4, nuts 7, anchor 8 and, if applicable. also Beileg stresses 16 on.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
EP16180208.7A 2015-09-23 2016-07-19 Paroi de support Active EP3147411B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ATA620/2015A AT517077B1 (de) 2015-09-23 2015-09-23 Stützwand

Publications (2)

Publication Number Publication Date
EP3147411A1 true EP3147411A1 (fr) 2017-03-29
EP3147411B1 EP3147411B1 (fr) 2017-09-20

Family

ID=56464136

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16180208.7A Active EP3147411B1 (fr) 2015-09-23 2016-07-19 Paroi de support

Country Status (2)

Country Link
EP (1) EP3147411B1 (fr)
AT (1) AT517077B1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3480368A1 (fr) * 2017-11-02 2019-05-08 Huesker Synthetic GmbH Système de revêtement de plaques destiné à la fabrication d'une construction de soutènement ou d'une construction de talus raide

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT398098B (de) * 1991-11-29 1994-09-26 Hoch Tief Bau Imst Ges M B H Hangverbau für böschungen

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT398098B (de) * 1991-11-29 1994-09-26 Hoch Tief Bau Imst Ges M B H Hangverbau für böschungen

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3480368A1 (fr) * 2017-11-02 2019-05-08 Huesker Synthetic GmbH Système de revêtement de plaques destiné à la fabrication d'une construction de soutènement ou d'une construction de talus raide

Also Published As

Publication number Publication date
AT517077B1 (de) 2016-11-15
EP3147411B1 (fr) 2017-09-20
AT517077A4 (de) 2016-11-15

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