• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    Supporting wall (1) for supporting a slope (2), wherein the support wall (1) at least one sequence of beams (3) and at least one, orthogonal or transversely to the beam (3) arranged support rail (4), wherein the support rail (4) at least one support shoulder (5) with which the support rail (4) on the side facing away from the slope (2) (13) rests on the beam (3), and at least one support rail channel (6), wherein the support rail (4) by at least one nut (7) of the support wall (1) on at least one anchored in the slope (2) anchor (8) of the support wall (1) is fixed, wherein the support rail channel (6), preferably completely, in a Region (9) between the beams (3) is arranged sunk and the nut (7), preferably completely, within the support rail channel (6) is arranged.
    公开号:AT517077A4
    申请号:T620/2015
    申请日:2015-09-23
    公开日:2016-11-15
    发明作者:
    申请人:Htb Baugesellschaft M B H；
    IPC主号:
    专利说明:

    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.
    AT 398 098 B shows an example of the basic structure of such a retaining 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.
    In the prior art, there are in the above-mentioned support walls on the side facing away from the slope side well above the beams projecting parts of the support wall.
    The object of the invention is to improve a retaining wall of the type mentioned above.
    For this purpose, 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.
    In other words, 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. In this way it can be achieved that 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.
    In this context, it is favorable if 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 be e.g. made of loose 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. In general, 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. Mostly 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.
    In preferred embodiments, but not exclusively, the beams of the supporting wall are wooden beams. In such embodiments, it is also possible to speak of the support wall according to the invention as a wooden anchor wall. But there are also beams made of concrete or metal, especially steel, and the like conceivable. It may be, for example, any reinforced concrete such as reinforced concrete, prestressed concrete or fiber concrete.
    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 Beilegkörper. 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, Beilegkörper, support rails and / or anchors.
    As a rule, 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.
    In order to support beams both right and left of the support rail, preferred variants of the invention provide that 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 with both support shoulders on each rests on the beam and the support rail channel in the area between the beams, preferably completely, sunk. Furthermore, it is advantageously provided that 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 Beilegkörpers on the support rail, preferably on the bottom surface, on. When Beilegkörper it can, for example, to trade a simple washer. However, preferred embodiments can also provide that the Beilegkörper has a channel-shaped cross-section. Conveniently, the Beilegkörper is anyway arranged regardless of its embodiment completely within the Sützschienenkanals.
    Particularly preferred embodiments of the invention provide that 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.
    In principle, 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 e.g. Potting, 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 be able to arrange the nut, preferably completely inside the support rail channel, however, preferred embodiments of the invention provide that the nut has on its side facing away from the slope one or more adapter elements for the releasable engagement of a turning tool. As a result, it is not necessary, the mother within the support rail channel on her
    Engage behind side surfaces in any way. The adapter elements may be e.g. to trade a hole or a slit 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 one uses slot-shaped adapter elements, it can be e.g. to act for normal screwdrivers or Phillips screwdriver accessible slots. 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.
    Further features and details of the present invention are explained below by way of example with reference to an embodiment of the invention. Show:
    Fig. 1 and 2 an exemplary terrain situation shown, in which two support walls according to the invention support two slopes and in Figure 1, the vertical section through the region of the beam and in Figure 2 by one of the support rails ..;
    3 shows an exemplarily selected area of a frontal view of one of the supporting walls;
    FIG. 4 shows a section along the section line CC from FIG. 3; FIG.
    Fig. 5 shows an arrangement of the support rail, the armature, the nut and the
    Beilegkörper, detached from the other components of the retaining wall and
    Fig. 6 is an exploded view of the components, which are shown in Fig. 5.
    Fig. 1 shows an application case based on an example here picked out terrain situation in which slopes 2 above and below a track 22 must be supported so that the route 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. There is soil material 21 on the upper slope, which is e.g. can be overgrown. In Fig. 1, the vertical section is shown in a region of the support wall 1, in which the bars 3 are located. The beams 3, as realized here, preferably parallel to each other. Preferably, they are horizontal. To form the support wall 1, they are attached by means of support rails 4 and anchors 8 on the slope 2. This is in the vertical section of FIG. 2 clearly visible. This runs vertically through one of the support rails 4, so that here 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. Of course, the type of anchoring can vary depending on the structure of the slope 2. For this purpose, various techniques known in the prior art can be used to implement the invention. Already in Fig. 2 is easy to see that the nuts 7 are arranged completely within the support rail channel 6.
    3 shows, by way of example, a frontal view of a partial region of one of the supporting walls 1 from FIGS. 1 and 2, viewed in the directions 23 on the supporting wall 1, that is to say a frontal view of a partial region of the side 13 of the supporting wall 1 facing away from the slope 2 The section according to FIG along the section line AA in Fig. 3 run. The section according to Fig. 2 could e.g. extend along the section line BB in Fig. 3.
    In the frontal view according to FIG. 3, it can first be clearly seen how the bars 3 lie parallel to each other in their sequence and here also extend horizontally on one another. 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 of FIG. 3 can be seen in FIG. 4. In Fig. 4 is also easy to see how the support shoulders 5 press the bars 3 respectively against the here additionally existing board 25 and thus against the slope 2. It is easy to see how 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, but need not be arranged orthogonal to the bottom surface 5 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 can be seen particularly well in FIG. 4.
    In the embodiment realized here, the nut 7 is not supported directly but indirectly via an interposed Beilegkörper 16 on the bottom surface 4 of the support rail channel 6. 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. In the illustrated embodiment, the Beilegkörper 16 has a corresponding passage opening through which the armature 8 is also passed. The Beilegkörper 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 Beilegkörper 16.
    For fastening the nut 7 on the armature 8, 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. In the preferred variant shown here, the support rail 4 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. By inserting the corresponding, e.g. 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. By this type of arrangement of the adapter elements 17, 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 assembled position shown in FIG. 4, the support rail 4 toward the slope 2 and is attached 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 Fig. 4 and 5, the through-openings 15 are also good to see, 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 Beilegkörper 16 once again detached from the other components of the support wall 1. Fig. 6 shows an exploded view of armature 8, support rail 4, Beilegkörper 16 and nut. 7
    As already stated, each support wall usually has a plurality of support rails 4,
    Nuts 7, anchor 8 and if necessary. also Beilegkörper 16 on.
    Key to the reference numbers: 1 Support wall 2 Slope 3 Beam 4 Support rail 5 Support shoulder 6 Support rail channel 7 Nut 8 Anchor 9 Area 10 End 11 External thread 12 Internal thread 13 opposite side 14 Bottom surface 15 Through opening 16 Cover body 17 Adapter element 18 Center longitudinal axis 19 Rock 20 Loose material 21 Ground material 22 Travel path 23 direction 24 grout 25 board 26 side wall
    权利要求:
    Claims (10)
    [1]
    claims
    1. supporting wall (1) for supporting a slope (2), wherein the supporting wall (1) at least one sequence of beams (3) and at least one, orthogonal or transversely to the beam (3) arranged support rail (4), wherein the support rail (4) at least one support shoulder (5) with which the support rail (4) on the side facing away from the slope (2) (13) rests on the beam (3), and at least one support rail channel (6), wherein the support rail (4) is secured to at least one anchor (8) of the support wall (1) anchored in the slope (2) by means of at least one nut (7) of the support wall (1), characterized in that the support rail channel (6), preferably completely, is recessed into a region (9) between the beams (3) and the nut (7), preferably completely, within the support rail channel (6) is arranged.
    [2]
    2. supporting wall (1) according to claim 1, characterized in that one end (10) of the armature (8) on which the nut (7) is fixed, preferably completely, within the support rail channel (6) is arranged and / or the end (10) of the armature (8) to which the nut (7) is fixed has an external thread (11) onto which the nut (7) is screwed with an internal thread (12) of the nut (7).
    [3]
    3. supporting wall (1) according to claim 1 or 2, characterized in that neither the support rail channel (6) nor the nut (7) nor the armature (8) on the side facing away from the slope (2) (13) of the supporting wall ( 1) over the support shoulder (5) survive.
    [4]
    4. supporting wall (1) according to one of claims 1 to 3, characterized in that the support rail (4) on two opposite sides of the support rail channel (6) each have a support shoulder (5), wherein the support rail (4) on the of the slope (2) facing away from side (13) with two support shoulders (5) respectively on the beam (3) rests and the support rail channel (6) in the region (9) between the beams (3), preferably completely, sunk.
    [5]
    5. supporting wall (1) according to one of claims 1 to 4, characterized in that the support rail channel (6) relative to the support shoulder (5) or the support shoulders (5) to the slope (2) towards offset bottom surface (14) having a passage opening (15), wherein the armature (8) is passed through the passage opening (15) and the nut (7) directly or with the interposition of at least one Beilegkörpers (16) on the bottom surface (14).
    [6]
    6. supporting wall (1) according to one of claims 1 to 5, characterized in that the nut (7) with the interposition of or a Beilegkörpers (16) on the support rail (4) is applied, wherein it is preferably provided that the Beilegkörper (16 ) has a channel-shaped cross-section and / or is arranged completely within the support rail channel (6).
    [7]
    7. supporting wall (1) according to one of claims 1 to 6, characterized in that the support rail (4), seen in a cross section, hat-shaped, wherein two support shoulders (5) form the hat brim of the hat shape and the support rail channel (6) between the support shoulders (5) is arranged.
    [8]
    8. supporting wall (1) according to one of claims 1 to 7, characterized in that the nut (7) on its side facing away from the slope (2) side an adapter element (17) or a plurality of adapter elements (17) for releasably engaging a rotary tool having.
    [9]
    9. supporting wall (1) according to claim 8, characterized in that the adapter element (17) is a hole or a slot in the nut (7) or the adapter elements (17), preferably with respect to a central longitudinal axis (18) of the nut (7). symmetrically arranged, holes and / or slots in the nut (7).
    [10]
    10. supporting wall (1) according to one of claims 1 to 9, characterized in that the sequence of beams (3) has a plurality of mutually parallel bars (3) and / or that the beams (3) are wooden beams and / or that the Beams (3) are arranged horizontally lying.
    类似技术:
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    DE1684795C3|1975-06-26|Box with concrete walls, which are bordered by metal profile beams
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    DE2319190A1|1974-10-31|DEVICE FOR PRODUCING RECESSES IN CAST CONCRETE
    WO2016037202A1|2016-03-17|Device that can be dismantled and carried for supporting and retaining balancing straps
    DE102005017631B4|2007-06-06|Glass point holder and arrangement of a gas point holder and a glass plate
    DE102015216318A1|2017-03-02|Profile frame for a balcony plate
    EP3643846A1|2020-04-29|Rail
    同族专利:
    公开号 | 公开日
    AT517077B1|2016-11-15|
    EP3147411A1|2017-03-29|
    EP3147411B1|2017-09-20|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    AT398098B|1991-11-29|1994-09-26|Hoch Tief Bau Imst Ges M B H|Slope sheeting for embankments|DE102017125615A1|2017-11-02|2019-05-02|Huesker Synthetic Gmbh|KBE slab veneering system for the construction of a supporting structure or steep slope building|
    法律状态:
    2021-05-15| MM01| Lapse because of not paying annual fees|Effective date: 20200923 |
    优先权:
    申请号 | 申请日 | 专利标题
    ATA620/2015A|AT517077B1|2015-09-23|2015-09-23|retaining wall|ATA620/2015A| AT517077B1|2015-09-23|2015-09-23|retaining wall|
    EP16180208.7A| EP3147411B1|2015-09-23|2016-07-19|Supporting wall|
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