EP0247054B1 - Metallspundwandbohlen, kaltgeformt durch profilierung oder biegung eines metallbleches und wände, gebildet durch diese bohlen - Google Patents

Metallspundwandbohlen, kaltgeformt durch profilierung oder biegung eines metallbleches und wände, gebildet durch diese bohlen Download PDF

Info

Publication number
EP0247054B1
EP0247054B1 EP86901899A EP86901899A EP0247054B1 EP 0247054 B1 EP0247054 B1 EP 0247054B1 EP 86901899 A EP86901899 A EP 86901899A EP 86901899 A EP86901899 A EP 86901899A EP 0247054 B1 EP0247054 B1 EP 0247054B1
Authority
EP
European Patent Office
Prior art keywords
wing
pile
profile
pile plank
core
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
Application number
EP86901899A
Other languages
English (en)
French (fr)
Other versions
EP0247054A1 (de
Inventor
Jean De Lattre
Jean-Paul Durmeyer
Gérard DURMEYER
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.)
PROFILES ET TUBES DE L'EST
Original Assignee
PROFILES ET TUBES DE L'EST
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 PROFILES ET TUBES DE L'EST filed Critical PROFILES ET TUBES DE L'EST
Priority to AT86901899T priority Critical patent/ATE47445T1/de
Publication of EP0247054A1 publication Critical patent/EP0247054A1/de
Application granted granted Critical
Publication of EP0247054B1 publication Critical patent/EP0247054B1/de
Expired legal-status Critical Current

Links

Images

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
    • E02D5/02—Sheet piles or sheet pile bulkheads
    • E02D5/03—Prefabricated parts, e.g. composite sheet piles
    • E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
    • E02D5/08—Locking forms; Edge joints; Pile crossings; Branch pieces

Definitions

  • the present invention relates to sheet piles, used in the building industry and public works, for the realization of foundation, retaining and protective works, the role of which is to separate two media, generally a liquid medium from a solid medium and sometimes a gaseous medium, a liquid medium or a solid medium.
  • sheet piles for construction: curtains for the defense of the banks of canals and rivers; flood protection screens along roads and highways in flood-prone areas; quay walls in ports and along rivers; swimming pool enclosure walls; silos; containment walls of basins for the storage of gases, in particular of hydrocarbons; trench armor, during excavations; terrestrial retaining curtains; protections along the roads to prevent falling rocks.
  • the sheet piles metal, concrete or wood
  • a sealant such as a cement or a resin
  • the present invention relates more precisely to the field of metal sheet piles.
  • the latches allowing the longitudinal engagement of the sheet piles are constituted by male-female assemblies with dovetails, ball joints or hooks.
  • the maximum values of the resistance modules are, to date, 1300 cm 3 / m for cold-formed sheet piles with U-section and 2100 cm 3 / m for cold-formed sheet piles at section in S or Z.
  • the two aforementioned values are those reached for single curtains, that is to say composed exclusively of cold-formed metal sheet piles interlocked head to tail, without any reinforcement.
  • cold-formed sheet piles use for locking means hook assemblies, either directly between them, or by means of generally profiled connecting pieces and also provided with hooks of the same design.
  • hook locks have the other disadvantages of being difficult to access, first at the time of manufacturing checks, then for cleaning after a first use for their reuse : it is indeed difficult to remove by spraying water or air all the dirt or mud impurities which adhere in the rear part of the hook loops.
  • Hot-rolled sheet piles avoid the last drawbacks mentioned with regard to the hooks of cold-formed sheet piles since, for their locking, they generally use male-female joints with dovetail or ball-joint sections, the tools of which are not very tormented and whose female parts, even the deepest, are easier to access for post-production checks and for cleaning.
  • the hot rolling of profiles requires six to eight passages between the rolling rolls, rolls whose failure is to wear out quickly given the stresses they undergo and the high temperatures - 950 to 1150 ° - at which they work.
  • the maximum values of the resistance moduli of hot-rolled sheet piling are 4200 cm 3 / m for the U-shaped sections and 3850 cm 3 / m for the Z-shaped sections.
  • the two aforementioned limit values are also those reached for single curtains, that is to say composed exclusively of hot-rolled metal sheet piles interlocked head to tail, without any reinforcement.
  • the present invention aims to remedy all of the drawbacks which have just been explained.
  • the sheet piles concerned by the invention are cold formed, therefore using a material whose use is more flexible than that necessary for the manufacture of hot rolled.
  • the invention proposes to lock these sheet piles longitudinally using means other than hooks, which makes manufacturing checks easier and cleaning with a view to their reuse easier, which saves money. significant energy, and also and above all what avoids the loss of material, a few millimeters wide, along the two longitudinal edges of the sheet piles.
  • the sheet piles are therefore of the type described in document FR-A-445.323, and set out in the preamble to claims 1 and 7.
  • the width of the sheet used for the manufacture of the sheet pile of the invention is equal to the developed width of the finished profiled sheet pile, and this width participates in its entirety in the calculation of the strength modulus of said sheet pile.
  • the invention makes it possible to profile sheet pile sections with a U-shaped section, with a modulus of resistance of up to 1850 cm 3 / m and existing Z-shaped sheet piles, with a modulus of up to 4100 cm 3 / m.
  • the above values are those that can be obtained by cold profiling of sheet metal 1250 mm wide and 12 mm thick.
  • the Z-section sheet piles of the invention make it possible to reach resistance modules of 23,500 cm 3 / m from sheets 20,000 mm wide and 16 mm thick.
  • the invention allows a practical response to all requests from entrepreneurs.
  • the present invention therefore has as its first object a metal sheet pile formed cold, by profiling or by bending a sheet, having over its entire length a constant section in Z comprising a central core and two lateral wings parallel and in opposite directions, said plank having, also over its entire length, two means which are complementary to each other and which extend longitudinally and continuously from one transverse end to the other of the sheet pile, each of said two means being intended to cooperate with the complementary means of a neighboring sheet pile, by longitudinal engagement, to constitute after this engagement a relatively tight continuous longitudinal latch, the first means comprising an insert covering a part of the sheet pile and the second means being formed along a of its two longitudinal ends, by a flat fold of the sheet, characterized in that its first means consists of an angle e attached to the core, near a wing, the free edge of the angle iron being turned towards said first wing, and in that its second means is formed by a flat fold of the second wing turned towards the neutral axis of the sheet pile at an angle equal to that made by the core with each of
  • the free edge of the angle of the Z sheet pile is substantially perpendicular to the wings.
  • the free edge of the angle of the Z sheet pile is substantially parallel to the core.
  • the sheet pile may include a second angle placed on the same side of the core, the free edges of the two angles being turned in opposite directions from each other, the first wing near which is brought the first angle iron then also forming a flat fold turned towards the neutral axis at an angle equal to that made by the core with each of its two wings, said fold being therefore parallel and in the direction opposite to the fold which, along the second wing , is the second plea.
  • the free edge of the attached angle iron constituting the first means is preferably spaced from the wing towards which it is turned by a distance slightly greater than the thickness of the sheet.
  • the thickness of the curtain made from sheet piles is therefore double.
  • This construction thus proves to be particularly advantageous when it is necessary to construct a sheet pile wall having very high resistance characteristics: in fact, the areas where the curtain is thickest correspond to the areas furthest from the neutral axis of the curtain which is known to be substantially located in the longitudinal median plane of said curtain located equidistant from the extreme planes formed by the wings.
  • this structure for distributing the material towards the areas of the curtain furthest from the neutral axis corresponds precisely to the ideal structure ensuring the obtaining of high resistance modules. It is therefore indeed by this construction of a sheet pile curtain with a partial overlap that the implementation of the invention ensures the production of simple curtains with very high resistance characteristics.
  • a second object of the present invention is a cold formed metal sheet pile, by profiling or by bending a sheet, having on all its length a constant section with a particular Z, U or S profile and comprising, also over its entire length, two means which are complementary to each other and which extend longitudinally and continuously from one end to the other of the sheet pile, each of said two means being intended to cooperate with the complementary means of a neighboring sheet pile, by longitudinal engagement, to constitute after this engagement a relatively tight continuous longitudinal latch, the first means comprising an insert covering a part of the sheet pile, characterized in that said first means consists of at least one quadrangular section, full or hollow, of square, rectangular or trapezoidal section, attached to the sheet pile, and in that its second means is of the same nature as said first means, the quadrangular profile of said second means being attached substantially along a longitudinal edge of the sheet pile.
  • this quadrangular section constituting the first means is supplemented with an angle whose foot is located, relatively to the base of the section, at a distance slightly greater than the width of the top of said profile and the free edge of which, facing towards said profile parallel to its top, is situated in a plane which overhangs the plane of said top with a height slightly greater than the thickness of the sheet.
  • the angle iron can then include a third wing which extends its foot and is welded to the sheet pile.
  • the quadrangular profile and the angle iron constitute a one-piece assembly which is then welded by points or by two cords flush with the two longitudinal edges of the sheet piles.
  • this locking means constituted by a quadrangular profile to a sheet pile of the section with a Z-shaped section
  • said sheet pile is then characterized in that its first and second wings form a flat fold turned towards the neutral axis of the sheet pile, in that a first quadrangular section is placed flush with the fold of the second wing, on its face facing the core, in that a second quadrangular section is placed on the facing core screw of the first profile, said first and second profiles being located at the same distance relative to the second wing, and in that a third and a fourth quadrangular profiles are placed, respectively on the fold of the first wing and on the core , on the faces which do not face each other, said third and fourth sections being located at the same distance relative to the plane of the first wing, this distance being equal to that which separates the first and second sections from the dry wing wave reduced by the width of the top of said sections.
  • This Z-shaped sheet pile construction like the previous one, allows partial overlapping of sheet piles interlocked head to tail, by their wings and part of their webs, so that high strength characteristics can also be obtained by the use of this solution.
  • the Z-shaped sheet pile may, below its first to fourth sections, comprise a plate whose foot is located, relatively to the base of the section, at a distance slightly greater than the width of the top of said section.
  • the sheet pile may include an angle whose first wing is welded to the sheet pile and whose foot of the second wing is located, relative to the base of the profile, at a distance slightly greater than the width of the top of said profile.
  • each quadrangular profile constitutes, with its nearest angle, a monobloc assembly.
  • the present invention also relates to any curtain essentially constituted from sheet piles in U, Z or S corresponding to the above definitions and interlocked head to tail for those of the first two types, parallel to each other for those of the third type.
  • neutral axis corresponds to the median longitudinal axis of the curtain obtained by the interlocking of sheet piles. This neutral axis is therefore: parallel to the wings of sheet piles in Z section, parallel to the webs of sheet piles in U section, and parallel to the first wings of sheet piles in S.
  • outcrop indicates that the insert is placed substantially along the free edge of the wall on which it is attached.
  • each sheet pile comprises over its entire length two means which are complementary to one another and which extend longitudinally, each of said two means being intended to cooperate with the complementary means of a neighboring sheet pile, to form with the latter, after longitudinal engagement, a relatively tight continuous lock.
  • the first means is always an added piece covering part of the sheet pile.
  • a Z 70 profile sheet pile was designed according to the configuration shown in Figure 1.
  • this Z-shaped sheet pile includes a central core 71 and two parallel lateral wings and in opposite directions, inclined to each other with respect to the core at the same angle including between 100 ° and 135 °, said wings, to facilitate understanding of the description which will follow, being called respectively first wing 72 for that shown in the upper part of FIG. 1 and second wing 73 for that represented in the lower part of said figure.
  • the first locking means of this sheet pile 70 is constituted by an angle 74 attached to the core 71, near and on the side of the first wing 72, the free edge 75 of the angle being turned towards this wing 72.
  • the second male means cooperating with the aforementioned female means is formed by a flat fold 76 of the second wing 73 facing the neutral axis 80 of the sheet pile, at an angle equal to the angle y.
  • the angle 74 has a free edge 75 substantially perpendicular to the wing 72.
  • the free edge 75 ′ of the angle 74 ′ is substantially parallel to the core 71.
  • the first wing 72 forms, in line with the edge 81 constituting the junction line of the core 71 and the second wing 73, a flat fold 82 turned towards the neutral axis 80 at an angle equal to the angle y.
  • the value given to the angle y has a significant impact in the determination of the resistance modules.
  • the curtain will be of a normal module; below, and up to a value of 100 ° (curtain in Figure 3), we will obtain curtains with very high modulus very much exceeding the values accessible to date in simple curtains.
  • Z profiles whose module is 23,500 cm 3 / m. In these profiles, the height is 1240 mm, the total width is 1360 mm and the useful width taken at the level of the neutral axis is 500 mm.
  • FIG 4 a sheet pile curtain with normal module, of the type of those constituting the curtain shown in Figure 2, with the only difference that the angles 74 whose free edges 75 are perpendicular to the neutral axis 80 are replaced by angles 74 'whose free edges 75' are each parallel to the plane of the core 71 on which the angle 74 'is attached.
  • FIG. 5 a sheet piling curtain in Z with a high modulus, thus forming between them successive waves whose flanks are more closed than the flanks of the waves of the curtain of FIG. 4.
  • the sheet piles being higher and then having to undergo greater stresses, they are each advantageously provided with a second angle iron 84 placed on the side of the core already provided with the first angle iron 74 ', the free edges 85, 75' of the two angles 84, 74 being coplanar and turned in opposite directions from each other.
  • the first wing 72 near which the first angle iron 74 'is attached forms the flat fold 82 seen previously.
  • this fold 82 is slightly less than the distance separating the base of the angle iron 84 from the second wing 73, and the free edge 85 of said angle iron, parallel to the core 71, is separated from this core d '' a distance slightly greater than the thickness of the sheet.
  • the fold 82 engages longitudinally between the angle iron 84 and the end of the core 71, which has the effect of forming, along the second longitudinal edge of the sheet pile, a second continuous latch.
  • the sheet pile 86 shown in Figure 8 is a normal Z sheet pile 70 bent at an angle ⁇ along the median longitudinal line of its core 71.
  • This sheet pile 86 cooperates by its male locking means 76 with the angle 74 of a sheet pile 70 'and by its female locking means 74 with the fold 76 of a sheet pile 70 ".
  • the corner sheet pile 87 shown in Figure 9 is also based on the principle of locking the sheet pile in Z, but originally, before folding its core 71 at angle 8, the wings 72 and 73 of said sheet pile 87 were placed on the same side of the core.
  • the male locking means 76 of the corner sheet pile 87 cooperates with the angle iron 74 of a normal Z sheet pile 70 'and the female locking means 74 of this angle sheet pile cooperates with the fold 76 of a second sheet pile normal 70 ".
  • the second means for locking a sheet pile on the neighboring sheet pile comprises an insert placed flush with one of its two longitudinal edges.
  • the first means and the second locking means are of identical natures, and consequently the first means is placed flush with the other longitudinal edge of the sheet pile when the latter is in U-section (figure 10) or S ( Figure 11) and close to the other longitudinal edge when the sheet pile is Z section ( Figures 16 and 19).
  • the first and second means are, in a constant manner, each constituted by a quadrangular section, full or hollow, of square, rectangular or trapezoidal section.
  • a solid quadrangular section, of square section is externally welded by two cords 131 and 132 along each longitudinal edge, respectively in 134 and 135 at the end of the wings 136 and 137 of a U 130, and respectively in 154 and 155 at the end of the last returns 156 and 157 of an S 150.
  • a cavity 142 is formed between the quadrangular profile 134 and the angle iron 138 able to receive an identical quadrangular profile 135 welded in the extreme part of the wing 137 of another sheet pile 130, and vice versa a cavity 143 is formed between the quadrangular profile 135 and the angle iron 140 of the sheet pile capable of receiving an identical quadrangular profile 134 placed at the end of wing 136 of another sheet pile 130.
  • the angle iron 138,140 is of cross section at S, the third wing 144, 145 of this angle iron being turned opposite the quadrangular profile 134,135 to be welded to the wing 136, 137 along two continuous side cords.
  • the angle iron has a third wing 146,147 facing the quadrangular profile 134, 135 and extending to it.
  • Each profiled assembly 134 (or 135) -cornière 138 (or 140) then constitutes a monobloc assembly, respectively 148,149 which is welded at the end of the wing 136,137, that is to say along its two longitudinal edges by two cords, as well as 'it is shown in Figure 14, or alternatively by points along the longitudinal center line.
  • the quadrangular profile 134, 135 can have in section shapes other than those square, and for example it can be added in the form of a rectangle or a rectangular trapezoid.
  • This latter arrangement is moreover shown in FIG. 15, in the form of a one-piece assembly 148 ′, 149 ′ in which the quadrangular profile is a rectangular trapezoid whose small base is fixed to the outside of the wing 136,137 and whose inclined face is turned backwards and outwards, that is to say towards the edge of the angle 138, 140.
  • This latter construction further facilitates guiding between sheet piles during each operation of threshing.
  • FIGS. 14 and 15 also provides an almost universal solution for locking between sheet piles insofar as it makes it possible to engage U-shaped and / or S-150 profiles between them of whatever modules and thicknesses they may be. , or at least compatible with each other for several ranges of thicknesses.
  • the locking solution using quadrangular profiles can also be transposed to sheet piles with Z-section 170, in accordance with the representations given in Figures 16 and 19.
  • Each sheet pile 170 is then essentially defined by a central core 171, a first wing 172 terminated by a fold 182 facing the neutral axis 180, and a second wing 173 terminated by a fold 176 also facing the neutral axis.
  • the locking means attached to the sheet piles shown in Figure 16 differ slightly in their relative positions, so as to constitute a first male means and a second female means.
  • the sheet pile 170 comprises a first section 190 fixed flush with the longitudinal edge of the fold 176, on its face facing the core 171, and a second section 191 placed on the core, opposite of section 190, the two sections 190 and 191 being furthermore located at the same distance relative to the second wing 173.
  • the sheet pile 170 comprises a third section 192 and a fourth section 193 placed, respectively, on the fold 182 and on the core 171, on the faces which do not face each other. screws, its third and fourth sections 192 and 193 being located at the same distance relative to the plane of the first wing 172, this distance being equal to that which separates the sections 190 and 191 from the wing 173 minus the width of said sections.
  • two sheet piles 170 arranged head to tail can, by threshing, be locked one on the other, the male means 172-182-192-193 of a sheet pile sliding in the female enclosure defined by the fold 176, the second wing 173 and the sections 190 and 191 of the second sheet pile.
  • each quadrangular profile can be associated with a plate 194 welded on the fold or on the core on which said profile is attached, the plate 194 having its foot located, relatively to the base of said profile, at a distance slightly greater than the width of the top of a profile so that, during the threshing operation, a profile of the neighboring sheet pile can be embedded between said plate and the profile that it completes (Figure 17).
  • each profile can be completed with an angle 195 whose first wing 196 is welded to the sheet pile and whose foot of the second wing 197 is located, relatively to the base of the profile, at a slightly greater distance. to the width of the top of said profile ( Figure 17).
  • the angle 195 has its wing 196 turned towards the profile and connected to the latter, so as to constitute a one-piece assembly 198 (FIG. 18).
  • the quadrangular profile 190 to 193 may be of square, rectangular section, or even in the shape of a rectangular trapezoid, and in the latter case the profile is welded to the sheet pile by its small base, the pan inclined of this trapezoidal profile being turned towards the wing 172 or 173 closest to the profile concerned.
  • Such a construction has been shown on all the sheet piles constituting the wall in FIG. 19, and in more detail in FIG. 20 for the principle of its one-piece locking 199.
  • the sheet pile that the invention offers allows, with a substantially equivalent module, to obtain a moment of inertia increased by almost 60%.
  • the deformation of a sheet pile is inversely proportional to its moment of inertia; in other words, the sheet pile of the invention deforms less than the hot rolled sheet pile, for substantially the same module.
  • the sheet pile of the invention is significantly lighter, for the obvious reason that it is obtained from a much thinner sheet.
  • all finished metallurgical products are sold by weight. Under these conditions, as a first advantage, the sheet pile of the invention is of a lower price. In addition, since it is lighter, it is secondly easier to implement.
  • the sheet pile of the invention is lighter, thinner and gives a better moment of inertia.
  • the sheet pile of the invention is always lighter than the hot rolled sheet pile, which implies that, structurally, it is more efficient.
  • the sheet pile of the invention although thicker, is nevertheless lighter.
  • the invention makes it possible to manufacture a simple curtain from a thinner sheet, and above all for a clearly lighter weight.
  • the sheet piles offered by the invention can still, by simply increasing their thickness, give much greater modulus values and, for example, from a sheet of 2000 mm wide and 16 mm thick, it is possible to obtain a 23,500 cm 3 / m module with a Z-pile sheet pile curtain for a weight of 532 kg / m 2 .

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Claims (15)

1. Metallspundwandbohle, die durch Profilierung oder Biegung eines Blechs kaltgeformt ist und auf ihrer gesamten Länge einen konstanten Z-förmigen Querschnitt mit einem zentralen Steg (71) und zwei parallelen, in entgegengesetzte Richtungen weisenden Querschenkeln (72, 73) aufweist, welche Spundwandbohle auf ihrer gesamten Länge weiterhin zwei zueinander komplementäre Einrichtungen aufweist, die sich in Längsrichtung und durchgehend von einem Querende zum anderen der Spundwandbohle erstrekken, wobei jede der genannten zwei Einrichtungen dazu bestimmt ist, mit der komplementären Einrichtung einer benachbarten Spundwandbohle durch Längsverkopplung zusammenzuwirken, um nach dieser Verkopplung einen relativ dichten, durchgehenden Längsverschluss zu bilden, wobei die erste Einrichtung ein angesetztes Teil aufweist, das einen Teil der Spundwandbohle überdeckt, und die zweite Einrichtung längs einem ihrer zwei Längsränder durch eine flache Umbiegung (76) des Blechs ausgebildet ist, dadurch gekennzeichnet, dass ihre erste Einrichtung durch ein Winkelprofil (74, 74') gebildet ist, das an den Steg nahe einem Schenkel (72) angesetzt ist, wobei der freie Rand (75, 75') des Winkelprofils (74, 74') gegen den genannten ersten Schenkel (72) gerichtet ist, und dass ihre zweite Einrichtung durch eine flache Umbiegung (76) des zweiten Schenkels (73) gebildet ist, die gegen die neutrale Achse (80) der Spundwandbohle in einem Winkel umgebogen ist, der gleich jenem ist, den der Steg mit jedem seiner zwei Schenkel bildet.
2. Spundwandbohle nach Anspruch 1, dadurch gekennzeichnet, dass der freie Rand (75) .ihres Winkelprofils (74) im wesentlichen senkrecht zu den Schenkel (72, 73) verläuft.
3. Spundwandbohle nach Anspruch 1, dadurch gekennzeichnet, dass der freie Rand (75') ihres Winkelprofils (74') im wesentlichen parallel zu dem Steg (71) verläuft.
4. Spundwandbohle nach einem der Ansprüche 2 und 3, dadurch gekennzeichnet, dass sie ein zweites Winkelprofil (84, 200) aufweist, das auf derselben Seite des Steges (71 ) angeordnet ist, wobei die freien Ränder (75', 85) der zwei Winkelprofile in zueinander entgegengesetzte Richtungen gewendet sind, und dass der erste Schenkel (72), nahe welchem das erste Winkelprofil (74, 74') angesetzt ist, gleichfalls eine flache Umbiegung (82) aufweist, die gegen die neutrale Achse (80) unter einem Winkel gebogen ist, der gleich jenem ist, den der Steg mit jedem seiner zwei Schenkel bildet, so dass die genannte Umbiegung (82) parallel und in entgegengesetzter Richtung zu derm Umbiegung (76) ist, die längs des zweiten Schenkels (73) die zweite Einrichtung bildet.
5. Spundwandbohle nach einem der Ansprüche 2 bis 4, dadurch gekennzeichnet, dass der freie Rand (72, 75') des angesetzten Winkelprofils (74, 74'), das die erste Einrichtung bildet, im Abstand zu dem Schenkel (72) verläuft, gegen den er gerichtet ist, wobei dieser Abstand geringfügig grösser als die Dicke des Bleches ist.
6. Spundwandbohle nach einem der Ansprüche 4 und 5, dadurch gekennzeichnet, dass der freie Rand (85) des zweiten Winkelprofils (84, 200) parallel zu dem Steg (71) verläuft und von diesem Steg einen Abstand hat, der geringfügig grösser als die Dicke des Bleches ist.
7. Metallspundwandbohle, die durch Profilierung oder Biegung eines Blechs kaltgeformt ist und auf ihrer gesamten Länge einen konstanten Profilquerschnitt insbesondere in Z-, U- oder S-Form hat und auf ihrer gesamten Länge weiterhin zwei Einrichtungen aufweist, die zueinander komplementär sind und die sich in Längsrichtung und durchgehend vom einen zum anderen Querende der Spundwandbohle erstrecken, wobei jede dieser zwei Einrichtungen dazu bestimmt ist, mit der komplementären Einrichtung einer benachbarten Spundwandbohle durch Längsverkopplung zusammenzuwirken, um nach dieser Verkopplung einen relativ dichten, durchgehenden Längsverschluss zu bilden, wobei die erste Einrichtung ein Teil aufweist, das einen Teil der Spundwandbohle überdeckt, dadurch gekennzeichnet, dass die genannte erste Einrichtung von wenigstens einem vollen oder hohlen Vierkantprofil (134,154,192-193) von quadratischem, rechteckigem oder trapezoidförmigem Querschnitt gebildet ist, das an der Spundwandbohle angesetzt ist, und dass ihre zweite Einrichtung (135, 155, 191-192) von gleicher Natur wie die genannte erste Einrichtung ist, wobei das Vierkantprofil dieser zweiten Einrichtung im wesentlichen längs eines Längsrandes der Spundwandbohle angesetzt ist.
8. Spundwandbohle nach Anspruch 7 von U-oder S-förmigen Querschnitt (130,150), dadurch gekennzeichnet, dass ihre erste Einrichtung von einem Winkelprofil (138) vervollständigt wird, dessen Fuss relativ zur Basis des Profils (134,154) einen Abstand hat, der geringfügig grösser als die Breite des Scheitels des genannten Profils ist und dessen freier Rand (139), der parallel zu seinem Scheitel gegen das genannte Profil gerichtet ist, in einer Ebene liegt, die über der Ebene des genannten Scheitels einer Höhe verläuft, die leicht grösser als die Dicke des Blechs ist.
9. Spundwandbohle nach Anspruch 8, dadurch gekennzeichnet, dass das Winkelprofil (138) einen dritten Schenkel (144) aufweist, der seinen Fuss verlängert und der an der Spundwandbohle (130, 150) angeschweisst ist.
10. Spundwandbohle nach einem der Ansprüche 8 und 9, dadurch gekennzeichnet, dass das Vierkantprofil und das Winkelprofil eine einstückige Einheit (148, 148') bilden.
11. Spundwandbohle nach Anspruch 7 von Z-förmigem Querschnitt (170), dadurch gekennzeichnet, dass ihre ersten und zweiten Schenkel (172,173) eine flache Umbiegung (182,176) bilden, die gegen die neutrale Achse (180) der Spundwandbohle gebogen sind, und dass ein erstes Vierkantprofil (190) an der Flachseite der Umbiegung (176) des zweiten Schenkels (173) auf seiner Seite angebracht ist, die gegen den Steg (171 ) gerichtet ist, und dass ein zweites Vierkantprofil (191) an dem Steg gegenüber dem ersten Profil angebracht ist, wobei die genannten ersten und zweiten Profile (190, 191) in gleichem Abstand in bezug auf den zweiten Schenkel (173) angeordnet sind, und dass ein drittes und ein viertes Vierkantprofil (192, 193) auf der Umbiegung (182) des ersten Schenkels (172) bzw. dem Steg (171) auf den Seiten angebracht sind, die sich einander nicht gegenüberstehen, wobei die genannten dritten und vierten Profile in gleichem Abstand relativ zur Ebene des ersten Schenkels angeordnet sind, wobei dieser Abstand gleich jenem ist, der die ersten und zweiten Profile (190, 191) des zweiten Schenkels (173), vermindert um die Breite der Scheitel der genannten Profile, voneinander trennt.
12. Spundwandbohle nach Anspruch 1, dadurch gekennzeichnet, dass sie auf seiten ihrer ersten bis vierten Profile (190-193) ein Flachprofil (194) aufweist, dessen Fuss in bezug auf die Basis des Profils in einer Distanz angeornet ist, die geringfügig grösser als die Breite des Scheitels des genannten Profils ist.
13. Spundwandbohle nach Anspruch 11, dadurch gekennzeichnet, dass auf seiten ihrer ersten bis vierten Profile (190-193) sie ein Winkelprofil (195) aufweist, dessen erster Schenkel (196) an der Spundwandbohle (170) angeschweisst ist und von dem der Fuss des zweiten Schenkels (197) in bezug zur Basis des Profils in einem Abstand angeordnet ist, der geringfügig grösser als die Breite des Scheitels des genannten Profils ist.
14. Spundwandbohle nach Anspruch 13, dadurch gekennzeichnet, dass jedes Vierkantprofil zusammen mit seinem nächstgelegenen Winkelprofil eine einstückige Einheit (198) bildet.
15. Spundwandbohlenwand, dadurch gekennzeichnet, dass sie im wesentlichen aus Spundwandbohlen nach einem der Ansprüche 1 bis 14 gebildet ist, die zueinander verkehrt (130, 70, 170) oder parallel (150) verkoppelt sind.
EP86901899A 1985-03-15 1986-03-17 Metallspundwandbohlen, kaltgeformt durch profilierung oder biegung eines metallbleches und wände, gebildet durch diese bohlen Expired EP0247054B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86901899T ATE47445T1 (de) 1985-03-15 1986-03-17 Metallspundwandbohlen, kaltgeformt durch profilierung oder biegung eines metallbleches und waende, gebildet durch diese bohlen.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8504339 1985-03-15
FR8504339A FR2578874B2 (fr) 1985-03-15 1985-03-15 Mur de palplanches a elements plies a froid

Publications (2)

Publication Number Publication Date
EP0247054A1 EP0247054A1 (de) 1987-12-02
EP0247054B1 true EP0247054B1 (de) 1989-10-18

Family

ID=9317501

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86901899A Expired EP0247054B1 (de) 1985-03-15 1986-03-17 Metallspundwandbohlen, kaltgeformt durch profilierung oder biegung eines metallbleches und wände, gebildet durch diese bohlen

Country Status (8)

Country Link
EP (1) EP0247054B1 (de)
AU (1) AU5621386A (de)
DE (1) DE3666476D1 (de)
ES (1) ES293179Y (de)
FR (1) FR2578874B2 (de)
OA (1) OA08284A (de)
TN (1) TNSN86038A1 (de)
WO (1) WO1986005532A1 (de)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB8904845D0 (en) * 1989-03-03 1989-04-12 Vales Enoch S In-ground barrier
GB2228760B (en) * 1989-03-03 1993-04-07 Univ Waterloo In-ground barrier
US5782583A (en) * 1989-03-03 1998-07-21 University Of Waterloo In-ground barrier
JP3281376B2 (ja) * 1991-04-29 2002-05-13 サブテレイニアン，システムズ ピーティーイー リミティド シートパイル
JP3488232B1 (ja) * 2002-11-15 2004-01-19 新日本製鐵株式会社 圧延鋼矢板
AU2007340454B2 (en) 2007-01-04 2013-05-09 Nippon Steel & Sumitomo Metal Corporation Floor structure
RU181356U1 (ru) * 2018-03-06 2018-07-11 Дмитрий Борисович Ядрихинский Замок для соединения шпунтовых элементов
RU188181U1 (ru) * 2018-09-11 2019-04-02 Дмитрий Борисович Ядрихинский Шпунтовая стенка синусоидальной конструкции

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE185650C (de) *
FR353692A (fr) * 1905-04-25 1905-09-18 Luther Peter Friestedt Pilotage en palplanches
FR358472A (fr) * 1905-10-13 1906-02-17 Julius Ralph Wemlinger Pilotis
FR362655A (fr) * 1906-01-23 1906-07-04 Tryggve Larssen Construction d'un cloisonnement en palplanches métalliques
FR445323A (fr) * 1912-06-22 1912-11-08 Henri Toussaint Palplanches laminées en acier
DE507754C (de) * 1927-11-12 1930-09-19 Enno Becker Spundwandschloss aus zwei ineinandergreifenden U-Eisen
US2249818A (en) * 1938-10-22 1941-07-22 George B Bell Jr Sheet piling
GB730835A (en) * 1953-06-04 1955-06-01 Gordon Whitmore Nelson Improvements in or relating to sheet piling
FR1586389A (de) * 1968-07-05 1970-02-20

Also Published As

Publication number Publication date
OA08284A (fr) 1987-10-30
ES293179Y (es) 1988-04-16
DE3666476D1 (en) 1989-11-23
AU5621386A (en) 1986-10-13
TNSN86038A1 (fr) 1990-01-01
FR2578874A2 (fr) 1986-09-19
ES293179U (es) 1987-10-16
FR2578874B2 (fr) 1988-11-04
WO1986005532A1 (fr) 1986-09-25
EP0247054A1 (de) 1987-12-02

Similar Documents

Publication Publication Date Title
EP0247054B1 (de) Metallspundwandbohlen, kaltgeformt durch profilierung oder biegung eines metallbleches und wände, gebildet durch diese bohlen
EP3359744B1 (de) Gründungsbauwerk
EP2373852A1 (de) Biegbarer schalungsplattenblock zum bau von mauern
EP1521887A1 (de) Bauelement
EP0918907B2 (de) U-förmige spundbohle mit niedrigem eintreibwiderstand
WO2009074657A1 (fr) Systeme de construction complet permettant le montage rapide de bâtiment, comprenant un element de construction avec ses accessoires et leurs procedes d'assemblage
EP0174253B1 (de) Plattenbekleidung für die Böschung von Erdmassen, zum Beispiel Erdmassen mit Bewehrung aus Textilschichten
EP0895556B1 (de) Z-förmiges spundwandelement mit erhöhtem widerstand
EP0315548B1 (de) Profilierte Spundbohlen mit komplementären, seitlich offenen Schlosshaken, und aus diesen Spundbohlen zusammengesetzte Spundwände
WO2000046458A1 (fr) Dalle de construction, assemblage de telles dalles et utilisation pour realiser des structures pouvant supporter des charges importantes
BE1004338A3 (fr) Procede de fabrication d'elements de parois metalliques constituees de palplanches et/ou poutrelles, elements realises par ce procede et parois constituees de ces elements.
FR2671602A3 (fr) Procede de fabrication d'elements de parois metalliques constituees de palplanches et/ou de poutrelles agrafees lateralement, elements realises par ce procede et parois constituees de ces elements.
EP3553242B1 (de) Bauelement vom typ ziegel, blockstein oder steinblock, und ecke, die mindestens einen solchen stapel umfasst
FR2656020A1 (fr) Assemblage par emboitement de deux profiles a section droite en z, notamment pour la realisation d'une panne, d'une lisse ou d'un support de plancher.
EP0353370B1 (de) Unterbau eines Gebäudes
EP2576933B1 (de) Kartonbauelement und konstruktionsverfahren unter verwendung solcher elemente
EP0342114B1 (de) Anordnung bestehend aus einer Aussenwand eines Gebäudes wie eine Dach- oder Fassadenverkleidung und einer Metallprofilleiste zu deren Unterstützung
FR2462523A3 (fr) Element prefabrique pour la construction d'un mur a haute isolation thermique et phonique
EP0365512A1 (de) Vorgefertigte Bauelemente zur Errichtung von Gebaüden und Bauverfahren zur Errichtung von Gebaüden mittels dieser Bauelemente
EP1248890B1 (de) Verfahren zum errichten eines gebäudes
FR2858990A1 (fr) Procede de construction par assemblage de panneaux.
FR2601058A1 (fr) Element prefabrique
FR2506361A1 (fr) Barrage mobile notamment pour usine maremotrice
BE394215A (de)
BE546549A (de)

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 19870914

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE FR GB IT LI LU NL SE

17Q First examination report despatched

Effective date: 19881219

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE FR GB IT LI LU NL SE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRE;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.SCRIBED TIME-LIMIT

Effective date: 19891018

Ref country code: AT

Effective date: 19891018

Ref country code: NL

Effective date: 19891018

Ref country code: SE

Effective date: 19891018

Ref country code: GB

Effective date: 19891018

REF Corresponds to:

Ref document number: 47445

Country of ref document: AT

Date of ref document: 19891115

Kind code of ref document: T

REF Corresponds to:

Ref document number: 3666476

Country of ref document: DE

Date of ref document: 19891123

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Effective date: 19900331

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19900331

GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
BERE Be: lapsed

Owner name: PROFILES ET TUBES DE L'EST

Effective date: 19900331

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 19930423

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Effective date: 19940331

Ref country code: LI

Effective date: 19940331

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 19950331

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 19950531

Year of fee payment: 10

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Effective date: 19961129

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Effective date: 19961203

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST