WO2019162400A1 - Glissière destinée à loger différentes plaques d'étayage dans la construction de tranchées et système constitué d'une glissière, d'une plaque de blindage et d'un chariot dans la construction de tranchées - Google Patents

Glissière destinée à loger différentes plaques d'étayage dans la construction de tranchées et système constitué d'une glissière, d'une plaque de blindage et d'un chariot dans la construction de tranchées Download PDF

Info

Publication number
WO2019162400A1
WO2019162400A1 PCT/EP2019/054360 EP2019054360W WO2019162400A1 WO 2019162400 A1 WO2019162400 A1 WO 2019162400A1 EP 2019054360 W EP2019054360 W EP 2019054360W WO 2019162400 A1 WO2019162400 A1 WO 2019162400A1
Authority
WO
WIPO (PCT)
Prior art keywords
flange
edge
slide rail
web
plate body
Prior art date
Application number
PCT/EP2019/054360
Other languages
German (de)
English (en)
Inventor
Ivo Steinborn
Thomas PECH
Bernhard Kleinen
Original Assignee
Thyssenkrupp Infrastructure Gmbh
Thyssenkrupp Ag
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 Thyssenkrupp Infrastructure Gmbh, Thyssenkrupp Ag filed Critical Thyssenkrupp Infrastructure Gmbh
Publication of WO2019162400A1 publication Critical patent/WO2019162400A1/fr

Links

Classifications

    • 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
    • E02D17/06—Foundation trenches ditches or narrow shafts
    • E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations

Definitions

  • the present invention is based on a slide rail for receiving Verbauplatten in trench construction.
  • shingles are used.
  • the shingles are usually between one and several meters long, between one and several meters high and several hundred kilograms heavy. They consist of a plate body and edgings welded to the plate body.
  • the lining panels with their borders are inserted into vertical slide rails.
  • the side walls of the trench are each supported by a wall of shoring plates and slide rails, opposite slide rails being mutually supported by a trolley connecting them.
  • Such a support of the trench knows the expert as Gleitschienenverbau.
  • the shoring plates can either be guided from above into the slide rails or be pivoted in with a horizontal movement.
  • the latter method is much safer, simpler and much less complicated to handle than the slide rails from above, since, depending on the depth of the trench, it must be possible to slide in several meters to build up the slide rail system.
  • the lining panels have different profiles at their outer vertical edges and correspondingly different
  • the sliding rails are also provided for receiving either an embodiment or another embodiment.
  • a slide rail for receiving shoring plates in the trench construction, wherein the direction of extension of the slide defines a z-direction, wherein the slide along the z-direction on a first side a first plate receiving and on a second side a second plate holder characterized in that the first plate receptacle is adapted to receive Verbauplatten with boundaries of a plurality of different boundaries.
  • the sliding rail according to the invention makes it possible to use different embodiments of shoring panels and, in the long term, to replace the stock of building panels of one embodiment with a stock of shoring panels of a preferred other embodiment. Furthermore, the effort is minimized in a thorough mixing of a stock of Verbauplatten different forms of execution, rails and Verbauplatten fit together.
  • Advantageous embodiments and further developments of the invention are the dependent claims, as well as the description with reference to the drawings entappelbar.
  • the first side and the second side are arranged parallel to one another.
  • the first and the second side not parallel to each other, but at an angle, preferably an angle 270 °, to order. This leads to a kinking course of the wall of Verbauplatten and slide rails.
  • the slide along the z-direction on a third side has a carriage receptacle for receiving a carriage. This makes it possible to support sliding rails and thus also walls made of composite panels and slide rails against one another by means of a carriage.
  • the direction orthogonal to the z-direction and orthogonal to the first side defines an x-direction
  • the direction orthogonal to the z-direction and orthogonal to the x-direction defining a y-direction
  • the plurality of boundaries of a first boundary and a second boundary wherein when the Verbauplatten are oriented so that the edges of the Verbauplatten as edges of the Verbauplatten in x-direction plate body of Verbauplatten in the x direction, the first boundary has a spacing part following the plate body, wherein the spacing part in its extension in the y direction is smaller than the extension of the plate body in the y direction, wherein at the Direction of the plate body opposite side of the spacer a first transverse part ange- is arranged, wherein the main extension plane of the first cross member is orthogonal to the main extension plane of the plate body, wherein the second boundary has a longitudinal part adjacent to the plate body, wherein the main extension plane of the longitudinal part is parallel to the main extension plane of the plate body, wherein the longitudinal part is a second transverse part has, wherein the second transverse part is arranged orthogonal to the longitudinal part.
  • the slide rail it is advantageously possible for the slide rail to be able to receive both shoring plates for sliding in from above and shoring plates for pivoting in, in particular Krings shoring plates and Emunds + Staudinger shoring plates.
  • the edges of the Verbauplatten are welded to the plate body.
  • the plate body can either be one or more parts. It is conceivable, for example, that the plate body has a receptacle for planks.
  • the first disc holder has a web, wherein the
  • Main extension plane of the web through the y-direction and the z-direction is biased, wherein on the web on the side facing away from the interior of the slide rail side of the web, a first flange, a second flange and a third flange are arranged, wherein the first flange, the second flange and the third flange are arranged substantially orthogonal to the web, wherein the second flange is arranged between the first flange and the third flange, wherein the first flange has a first edge at its end facing away from the web, wherein the first edge is raised toward the second flange, the first flange having a second edge, the second edge being raised toward the second flange, the second edge being disposed between the first edge and the web, the second one Flange has a first bead, wherein the first bead is raised in the direction of the first flange, wherein the first bead along the second flansc hes between the web and the position of the second edge in
  • the main extension plane of the first flange, the main extension plane of the second flange and the main extension plane of the third flange are arranged substantially parallel to each other and substantially parallel to a plane which is spanned by the x-direction and the z-direction.
  • the slide rail Verbauplatten for introducing and Verbauplatten for pivoting receives and keeps them stable.
  • the design of the plate holder means that pressure acting on the mounting plate from the ground is directed so that the lining plate is fixed in the plate holder of the slide rail.
  • the pressure acting on the slide rail can be dissipated to a carriage, which is mounted between two slide rails and experiences pressure in opposite directions from the slide rails, which stabilizes the slide rail as a whole.
  • first flange and the second flange are substantially equal in length. It is also conceivable that the first flange, the second flange and the third flange are the same length. Furthermore, it is conceivable that the second flange is arranged in the y-direction in the middle between the first flange and the third flange. Furthermore, it is conceivable that the distance between the first edge and the second edge in the x-direction is greater than the extent in the x-direction of the first transverse part, preferably approximately 1.5 times as large, particularly preferably approximately 2 times is as large as the extension in the x direction of the first cross section.
  • the distance in the y-direction between the first flange and the second flange is greater than the extension in the y-direction of the first cross member, preferably about 1, 1 times to 1, 5 times as large, particularly preferably is about 1, 2 times to 1, 4 times as large as the expansion in the y direction of the first transverse part. Furthermore, it is conceivable that the distance in the y-direction between the second flange and the third flange is greater than the extension in the y-direction of the first cross member, preferably about 1, 1 times to 1, 5 times as large, particularly preferably is about 1, 2 times to 1, 4 times as large as the extent in the y direction of the first cross member.
  • the distance in the y-direction between the first bead and the first flange is greater than the sum of the y-dimensions of the longitudinal part and the second cross member, preferably about 1, 1 times to 1, 4 times as large, more preferably about 1, 2 times to 1, 3 times as large as the sum of the y dimensions of the longitudinal part and the second crosspiece.
  • the distance in the x-direction of the interior of the slide rail facing away from the first edge and the interior of the slide rail facing side of the second edge is greater than the distance in the x-direction of the plate body and facing the plate body Side of the second cross member, preferably about 1, 1 times to 1, 4 times as large, more preferably about 1, 2 times to 1, 3 times as large as the distance in the x-direction of the plate body and the Plate body facing side of the second cross member.
  • the second flange has a third edge at its end remote from the web, the third edge being received in the direction of the third flange.
  • the third edge stabilizes and fixes sheathing boards for insertion and effectively prevents them from sliding out of the slide rail.
  • the third edge in the x direction is at the position of the second edge.
  • the distance in the y-direction between the third edge and the third flange is smaller than the extent in the y-direction of the first transverse part. It is also conceivable that the distance in the y-direction between the third edge and the third flange is greater than the distance in the y-direction of the spacer.
  • the third flange has a recess, wherein the recess is arranged on the side of the third flange facing the second flange, wherein the recess substantially in the x-direction at the position between the first Edge and the second edge is arranged.
  • the depression effectively prevents slippage of a Verbauplatte from the slide rail.
  • the dimension in the x direction of the depression is greater than the expansion in the x direction of the first transverse part, preferably approximately 1, 1 to 1.5 times, more preferably about 1, 2 times to 1, 3 times as large as the extension in the x direction of the first cross member.
  • the recess is a material recess, but it is also conceivable that the recess is represented by a U-shaped course of the third flange.
  • a fourth flange is arranged, wherein the fourth flange is arranged substantially orthogonal to the web, wherein the third flange between the third flange and the fourth flange is arranged, wherein the third flange is shorter than the fourth flange, wherein the third flange preferably ends in the x direction at the position between the first edge, wherein the fourth flange at its end remote from the web fourth edge, wherein the fourth edge is raised in the direction of the third flange, wherein the fourth flange has a second bead, wherein the second bead is disposed along the fourth flange adjacent to the fourth edge, the second bead subsequent to the third flange is arranged, wherein the fourth edge in the y-direction the second bead berragt and preferably ends in the y-direction at the position of the third flange.
  • the longitudinal extension plane of the fourth flange is arranged substantially parallel to the longitudinal extension plane of the third flange.
  • the distance in the x-direction between the fourth edge and the end of the third flange facing away from the web is greater than the extent in the x-direction of the first transverse part, preferably approximately 1, 1 times to 1, 5 times, particularly preferably is about 1, 2 times to 1, 4 times as large as the extent in the x direction of the first cross section. It is conceivable that the distance in the y-direction between the second bead and the second flange is greater than the extension in the y-direction of the first transverse part, preferably approximately 1, 1 times to 1, 4 times, particularly preferably approximately 1, 2 times to 1, 3 times as large as the extension in the y direction of the first cross member.
  • the second plate receptacle corresponds to the plate receptacle mirrored on a mirror plane, wherein the mirror plane is spanned by the y direction and the z direction and extends centrally through the slide rail. This makes it possible for the slide to be able to receive sheathing plates on two sides.
  • a further subject matter of the present invention for achieving the object stated at the outset is a system for supporting trench walls, the system having a slide rail according to one of claims 1 to 10, wherein the system further comprises at least one first lining plate and one carriage ,
  • the system according to the invention enables the simultaneous use of several different embodiments of lining panels in a slide rail construction.
  • the system has a second Verbauplatte, wherein the first Verbauplatte has a plate body and a first boundary and the second Verbauplatte has a plate body and a second boundary.
  • the slide can accommodate both Verbauplatten for gliding in from above and Verbauplatten for pivoting.
  • the edges of the Verbauplatten are welded to the plate body.
  • the plate body can either be one or more parts. It is conceivable, for example, that the plate body has a receptacle for planks.
  • FIGS. 1 (a) - (c) show schematic sectional views of a slide rail according to an exemplary embodiment of the present invention.
  • FIGS. 2 (a) - (c) show schematic sectional views of a slide rail according to an exemplary embodiment of the present invention.
  • FIGS. 1 (a) to (c) show schematic sectional views of a slide rail 1 according to an exemplary embodiment of the present invention.
  • the slide rail 1 has a mirror symmetry on the mirror axis 4. Therefore, only the left side of the mirror axis 4 will be described below.
  • the first disc holder 10 and the carriage receptacle 30 are shown. These serve to receive a lining plate 2 (not shown here) or a carriage 3 (not shown here).
  • the first flange 11, the second flange 12 and the third flange 13 are mounted.
  • the first flange 11, the second flange 12 and the third flange 13 are substantially orthogonal on the web 19 and point to the left.
  • At the left end of the first flange 11 is the first edge
  • the second edge 112 is located on the first flange 11.
  • FIGS. 1 (b) and (c) the above-mentioned features are not designated for the sake of clarity.
  • the shoring panels each have a plate body 200 and a boundary 20.
  • a Krings lining plate® is shown schematically. This has the first boundary 20KR with the spacing part 21 KR and the first transverse part 22KR. If guide rail 1 and shoring plate 2 are installed in the trench, the soil here presses against the shoring plate 2 from below. This causes a pressure of the first transverse part 22KR on the second flange 12 or on the third flange 13. The first edge 111 second edge 112 and the third edge 122 prevent Fler-slipping the Verbauplatte 2 to the left.
  • the pressure acting on the sliding rail 1 from the ground via the lining plate 2 is discharged from the carriage 3 in the carriage receptacle 30.
  • FIG. 1 (c) schematically shows an Emunds + Staudinger shoring plate® in a slide rail 1.
  • This has a second boundary 20ES with the longitudinal part 21 ES and the second transverse part 22ES. If the slide rail 1 and shoring plate 2 are installed in the trench, then the soil presses here against the shoring plate 2 from below. This causes a pressure of the longitudinal part 21 ES on the first bead 121 or on the third flange 13 of the slide rail 1.
  • the shoring plate 2 is secured with the second edge 112 and the second cross member 22ES against slipping to the left.
  • the mounting plate 2 is pivoted into the slide rail with a rotational movement from bottom to top so that the second transverse part 22ES is positioned between the first bead 121 and the second edge 112.
  • FIGS. 2 (a) to (c) show schematic sectional views of a slide rail 1 according to an exemplary embodiment of the present invention.
  • the slide rail 1 has a mirror symmetry on the mirror axis 4. Therefore, only the left side of the mirror axis 4 will be described below.
  • Figure 2 (a) the first disc holder 10 and the carriage receptacle 30 are shown. These serve the inclusion of a Verbauplatte 2 (not shown here) or a carriage 3 (not shown here).
  • the first flange 11, the second flange 12 and the third flange 13 are mounted.
  • the first flange 11, the second flange 12 and the third flange 13 are substantially orthogonal on the web 19 and point to the left.
  • the first edge 111 is attached, between the first edge 111 and the web 19, the second edge 112 is located on the first flange 11.
  • the first edge 111 and the second edge 112 are in the direction of the second flange 12th sublime, so point up here.
  • the first bead 121 which rests on the web 19 and in the direction of the first flange 11, that is, down here, sublime.
  • the third flange 13 is shorter than the first flange 11 and as the second flange 12.
  • Above the third flange 13, the fourth flange 14 is attached to the web 19.
  • the fourth flange 14 has at its left end the fourth edge 141 and at the fourth edge 141 then to the right on the fourth flange 14 along the second bead 142.
  • the fourth edge 141, the second bead 142 and the relati ve shortening of the third flange 13 relative to the fourth flange 14 form an effective recess in the third flange thirteenth
  • FIGS. 2 (b) and (c) the aforementioned features are not designated for the sake of clarity.
  • the shoring panels each have a plate body 200 and a boundary 20.
  • FIG. 2 (b) schematically shows a Krings lining board. This has the first boundary 20KR with the spacing part 21 KR and the first transverse part 22KR. If slide rail and lining plate 2 are installed in the trench, the soil here presses against the lining plate 2 from below. This causes a pressure of the first transverse part 22KR on the second flange 12 or on the second bead 142 of the slide rail 1.
  • the first edge 111 , the second edge 112, the fourth edge 141 and the third flange 13 prevent Fler-slipping the Verbauplatte 2.
  • FIG. 2 (c) schematically shows an Emunds + Staudinger shoring plate® in a slide rail 1.
  • This has a second boundary 20ES with the longitudinal part 21 ES and the second cross member 22ES. If the slide rail 1 and shoring plate 2 are installed in the trench, the soil here presses against the shoring plate 2 from below. This causes a pressure of the longitudinal part 21 ES on the first bead 121 or on the third flange 13 and the fourth edge 141.
  • the Verbauplatte 2 is secured to the second edge 1 12 and the second cross member 22ES against slipping to the left.
  • the Verbauplatte 2 is pivoted with a rotational movement from bottom to top in the slide, so that the second cross member 22ES between the first bead 121 and the second edge 1 12 is positioned.

Landscapes

  • Engineering & Computer Science (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)
  • Structural Engineering (AREA)
  • Support Devices For Sliding Doors (AREA)

Abstract

L'invention concerne une glissière destinée à loger des plaques d'étayage dans la construction de tranchées, la direction d'étendue principale de la glissière définissant une direction z, la glissière présentant le long de la direction z sur une première face un premier logement de plaques et sur une deuxième face un deuxième logement de plaques. L'invention est caractérisée en ce que le premier logement de plaques est adapté à loger des plaques d'étayage présentant des bordures parmi une pluralité de bordures différentes. L'invention concerne également un système de soutien de parois de tranchées, le système présentant une glissière selon l'une des revendications 1 à 10, le système présentant en outre au moins une première plaque d'étayage et un chariot.
PCT/EP2019/054360 2018-02-26 2019-02-21 Glissière destinée à loger différentes plaques d'étayage dans la construction de tranchées et système constitué d'une glissière, d'une plaque de blindage et d'un chariot dans la construction de tranchées WO2019162400A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102018202870.2 2018-02-26
DE102018202870.2A DE102018202870B4 (de) 2018-02-26 2018-02-26 Gleitschiene zur Aufnahme von unterschiedlichen Verbauplatten im Grabenbau und System aus Gleitschiene, Verbauplatte und Laufwagen im Grabenbau

Publications (1)

Publication Number Publication Date
WO2019162400A1 true WO2019162400A1 (fr) 2019-08-29

Family

ID=65724349

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2019/054360 WO2019162400A1 (fr) 2018-02-26 2019-02-21 Glissière destinée à loger différentes plaques d'étayage dans la construction de tranchées et système constitué d'une glissière, d'une plaque de blindage et d'un chariot dans la construction de tranchées

Country Status (2)

Country Link
DE (1) DE102018202870B4 (fr)
WO (1) WO2019162400A1 (fr)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0921235A1 (fr) * 1997-12-03 1999-06-09 Emunds & Staudinger GmbH Dispositif de blindage
EP1580326A2 (fr) * 2004-03-23 2005-09-28 SBH TIEFBAUTECHNIK GmbH Panneau d'étayage

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7048471B2 (en) * 2000-04-05 2006-05-23 Maksim Kadiu Shoring device
US8613573B2 (en) * 2009-09-08 2013-12-24 Max Kadiu Telescopic shoring system

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0921235A1 (fr) * 1997-12-03 1999-06-09 Emunds & Staudinger GmbH Dispositif de blindage
EP1580326A2 (fr) * 2004-03-23 2005-09-28 SBH TIEFBAUTECHNIK GmbH Panneau d'étayage

Also Published As

Publication number Publication date
DE102018202870B4 (de) 2021-06-24
DE102018202870A1 (de) 2019-08-29

Similar Documents

Publication Publication Date Title
EP0034297B1 (fr) Unité de souténement pour fossés
DE8604004U1 (de) Demontierbare Sportbodenbelagbahn
EP1223265A2 (fr) Panneau de parquet
DE102006024184A1 (de) Verbindung für Plattenpaneele
EP2093334B1 (fr) Corps de raccordement notamment pour connecter deux éléments de construction en bois
DE102018103201A1 (de) Verbauvorrichtung
EP2006453A2 (fr) Cadre d'étayage en U
EP1110482A1 (fr) Système de guidage et système à rouleaux d'un tiroir
DE102011079372A1 (de) Tragende Konstruktion eines Gebäudes, welche Normalien und Sparren aufweist, Sparren und Verfahren zum Herstellen eines Sparrens
EP0002814B2 (fr) Coffrage pour béton formé de panneaux assemblés par clavettage
WO2019162400A1 (fr) Glissière destinée à loger différentes plaques d'étayage dans la construction de tranchées et système constitué d'une glissière, d'une plaque de blindage et d'un chariot dans la construction de tranchées
DE102009002854A1 (de) Gerüstelement, Gerüstsystem mit einem Gerüstelement und Verfahren zum Aufstellen eines Gerüstsystems
CH665672A5 (de) Schalungsvorrichtung.
DE202012104788U1 (de) Schalungselement für den Fußbodenbau
WO2016180980A1 (fr) Panneau et procédé de pose de panneaux
EP3842373A1 (fr) Système de rail d'ascenseur permettant un montage facile
DE202006007863U1 (de) Fundament-Ausbildung für Hebebühnen
DE29504288U1 (de) Schutzvorrichtung zur Rückhaltung von Flüssigkeiten
EP1170428B1 (fr) Canal d'écoulement configuré comme profil de gouttière
DE4312668A1 (de) Verladevorrichtung für Trommelwaren mit Ladungssicherung für den Transport auf Transportfahrzeugen
EP3141661B1 (fr) Pont
DE20011411U1 (de) Verbindungselement zur Verbindung von Platten
DE2824106A1 (de) Stuetzgestell fuer quertraeger
WO2024153803A1 (fr) Raccord de système d'étagère
DE1813344A1 (de) Vorrichtung zur Herstellung vorgefertigter rechteckiger Baubloecke

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 19709843

Country of ref document: EP

Kind code of ref document: A1

122 Ep: pct application non-entry in european phase

Ref document number: 19709843

Country of ref document: EP

Kind code of ref document: A1