EP0295175B2 - Hohlkonstruktion mit ebener Grundplatte - Google Patents

Hohlkonstruktion mit ebener Grundplatte Download PDF

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Publication number
EP0295175B2
EP0295175B2 EP88401361A EP88401361A EP0295175B2 EP 0295175 B2 EP0295175 B2 EP 0295175B2 EP 88401361 A EP88401361 A EP 88401361A EP 88401361 A EP88401361 A EP 88401361A EP 0295175 B2 EP0295175 B2 EP 0295175B2
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EP
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Prior art keywords
raft
elements
bearing
hollow structure
brackets
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Expired - Lifetime
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EP88401361A
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English (en)
French (fr)
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EP0295175B1 (de
EP0295175A1 (de
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Marcel Matière
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Individual
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Individual
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Priority claimed from US07/058,567 external-priority patent/US4836714A/en
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Priority to AT88401361T priority Critical patent/ATE61074T1/de
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Publication of EP0295175B1 publication Critical patent/EP0295175B1/de
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
    • E01F5/005—Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes

Definitions

  • the invention relates to a hollow structure with a flat bottom resting on a flattened laying surface such as the bottom of a trench and made up of juxtaposed wall elements.
  • the hollow structure is formed of tubular sections placed end to end and each consisting of a certain number of juxtaposed elements respectively a substantially planar radiating element placed on the ground or else cast in place, two side elements placed on either side of the slab and a vault element resting on the upper ends of the side elements so as to close the duct.
  • Each side element has a curved wall of generally vertical orientation which tangentially connects upwards with the arch element and downwards, horizontally, with the radiant element so as to constitute a smooth wall whose the curvature varies continuously.
  • the longitudinal joints between the vault elements and the side elements on which they rest constitute articulations which make it possible in particular to leave the elements a possibility of slight displacements when setting up and when backfilling the trench, the joints are then sealed.
  • the side elements are secured to the floor by longitudinal joints constituting a real keying. In this way, all of the loads applied to the roof are transmitted to the side elements and taken up by the raft, the flat shape of which allows the load to be distributed over a large surface. A considerable improvement is thus obtained in the distribution of the stresses generated in the soil.
  • the raft with the base of the side elements are moved slightly apart from the raft so as to provide between the longitudinal edges vis-à-vis a space in which intersect reinforcements left waiting and which are then embedded in concrete.
  • the longitudinal edges must therefore be set back from the theoretical plane of the joint, which complicates production.
  • the presence of these reinforcements which can be subjected to shocks during transport and the installation of the elements weakens the longitudinal edges and can be the source of cracks.
  • the present invention overcomes these drawbacks with improvements to facilitate and simplify the production and installation of elements for the construction of such hollow structures.
  • the two side elements and the raft element are provided, respectively, along their longitudinal edges opposite, thinned ends in the form of short consoles having, respectively, profiles reversed providing longitudinal support faces inclined at an angle at the same angle with respect to the vertical, the support face of the console of each side element facing downwards and the support face of the console the raft element being turned upwards, these inclined bearing faces applying two by two to each other, and, when the elements are installed, the distance between the internal longitudinal edges of the two side elements is less than the width of the raft element, so that the short consoles formed along the internal longitudinal edges of the side elements pass over the short consoles formed along the longitudinal edges of the element ent to radiate, said consoles overlapping each other and having a profile, mechanical characteristics and reinforcement determined so as to allow them to transmit to the element to radiate at least part of the load applied to the structure to distribute it over the raft surface.
  • said structure constitutes an upwardly open liquid circulation channel in which the two side elements and the raft element are provided, respectively, along their longitudinal screw edges opposite, thinned ends in the form of short consoles having, respectively, inverted profiles providing longitudinal bearing faces inclined at an angle at the same angle with respect to the vertical, the bearing face of the console of each side element being turned upwards and the bearing face of the console of the raft element being turned downwards, these inclined bearing faces applying in pairs one on the other , and that, when installing the elements, the distance between the internal edges of the two side elements is less than the width of the raft element, so that the short brackets formed along the longitudinal edges of the element radi er pass over the short brackets formed along the internal edges of the side elements while resisting the effects of overturning outwards under the pressure of the water, said brackets having a profile and mechanical characteristics determined so as to collect the constraints resulting from pressing on the raft.
  • a seal is interposed between the inclined bearing faces applied one on the other of said short brackets.
  • each side element is connected to the corresponding raft element by a plurality of spaced tie rods distributed along the longitudinal edges of the elements and crossing the short consoles facing each other, said tie rods being subjected to a tension and bearing on the faces of said consoles opposite to the inclined bearing faces so that the latter are applied under pressure to each other .
  • the stabilization members formed at the base of each side element are extended towards the outside of the structure by parts extending in console over a sufficient distance to oppose the risks of overturning of the 'side element under the effect of the applied forces.
  • each side element can moreover be constituted by a support sole extending over its entire length and comprising two wings extending transversely inwards and outwards.
  • FIG. 1 there is shown, in cross section, a closed conduit of the type described in European application 00 81 402.
  • a closed conduit which can be for example an underground passage for the circulation of vehicles or a circulation channel of liquid, is produced by combining tubular sections placed end to end and each consisting, in cross section of four prefabricated elements, respectively, a slab element 1, two side elements 2 and 2 ', placed on either side of the radiate 1 and an arch element 3 resting, along its longitudinal edges 31, on the upper ends 21 of the side elements.
  • the side elements 2, 2 'and arch 3 are curved so as to give the duct the desired section.
  • the upper parts 21 of the side elements 2 and the arch element 3 have the same center of curvature 0. But other shapes are possible provided that the centers of curvature of the arch element 3 and upper parts 21 of the side elements are centered in the joint planes PP 'so as to maintain the continuity of the curvature.
  • the lower parts 22 of the two side elements 2 are oriented so as to be connected tangentially, in a substantially horizontal direction, to the longitudinal edges 12 of the raft element 1.
  • a closed duct is thus defined having a smooth internal wall of ovoid shape with a flattened base which can be laid on the flattened bottom and packed 61 with a trench 6.
  • the side elements 2 are provided at their base with stabilizing members 23 defining horizontal planar bearing faces 24 allowing them to stand up only without scaffolding on the laying surface 61.
  • stabilizing members 23 defining horizontal planar bearing faces 24 allowing them to stand up only without scaffolding on the laying surface 61.
  • the structure according to the present invention differs essentially from the previous embodiment by the fact that, when the elements are installed, the distance L between the internal longitudinal edges 40 of the two side elements 2 is less than the width L 'of the slab element 1, that is to say the distance between the longitudinal edges 50 of the latter, so that the ends 4 of the side elements 2 partially cover the ends 5 of the slab 1.
  • each end 4 of a side element 2 is tapered at an angle to form a short console of substantially triangular section providing a longitudinal face 41 inclined at an angle A not zero with respect to the vertical, as is shown in detail in Figure 2.
  • Each end 5 of the raft 1 is thinned in the same way but in the opposite direction and therefore has a longitudinal face 51 inclined at the same angle A relative to the vertical.
  • the brackets 4 and 5 therefore have inverted profiles and can overlap each other when the elements are installed.
  • the inclined faces 41 of the brackets 4 are turned downwards and the inclined faces 51 of the brackets 5 are turned upwards.
  • the two consoles 4 of the side elements cover the two consoles 5 of the raft 1, the faces d 'support 41 and 51 applying to each other.
  • the two side elements bear along their internal edge on the raft element 1.
  • the load applied to the upper part of the structure and taken up by the side elements is thus transmitted to the element write off 1 and spread over the entire surface of the latter, a smaller part being transmitted directly to the ground by the stabilizing members 23.
  • consoles 4 and 5 as well that the characteristics of the reinforcements 42, 52 with which they are provided must be determined so as to give the brackets 4, 5 the resistance necessary to withstand without risk of cracking the significant stresses resulting from the transmission of the load to the raft 1.
  • reinforcements 42, 52 incorporated in the concrete are well protected and can be tighter than reinforcements simply protruding on standby.
  • the raft elements consisted of prefabricated panels, but it is possible to use a similar arrangement on a raft cast in place by simply providing faces along the longitudinal edges of the latter. tilt support corresponding to that of the side elements.
  • the raft When the raft is cast in place, it is possible to give it a monolithic structure by providing overlapping reinforcements between the parts cast successively. This provides continuous support on the ground to maintain the alignment of the different sections of the upper part and to resist variations in the applied forces or differential settlement.
  • the raft elements 1 consist of prefabricated panels laid flat on the ground, it is possible to offset the elements axially so that each transverse joint plane between the upper parts of two successive sections passes substantially to the center of a write-off element. In this way, the successive side elements are supported on the ground by means of the same raft element which is thus opposed to the possible effects of misalignment.
  • side elements 2 can also be used to maintain the raft 1 against an upward push under the effect of the water table in the case where the conduit is more or less immersed in it.
  • the side elements will thus simply be placed on the elements to be removed.
  • it may be necessary to keep a certain connection between the elements for example to resist misalignments caused by differential settlements or when the direction of application of the forces can vary. This is why, it can be advantageous, to avoid misalignments and guarantee sealing by maintaining the pressure of application of the consoles one on the other, to connect the side elements to the elements to be rafted by spaced tie rods 43 distributed along the longitudinal edges of the elements and passing through aligned orifices 44, 54, arranged vertically through the brackets 4 and 5 as shown in FIG. 2.
  • Each tie rod 43 is provided at its two ends with heads 47 bearing on the faces 46, 56 of the brackets 4, 5 opposite the inclined faces 41, 51 and is subjected to a prestressing tension determining the application under pressure one on the other of said inclined faces with crushing of the seal 45.
  • the keying of the lower joints made it possible to oppose the spacing outwards of the side elements 2, 2 ′ during the installation of the arch element 3 and of the embankment and the tie rods 43 may be insufficient, in certain cases, to fulfill this function.
  • the latter will be extended outwardly of the portions 25 extending consoles over a sufficient distance a.
  • each side element 2 comprises a curved upper part 21 and a substantially vertical lower part 26 which rests on an enlarged base in the form of sole 7 comprising two wings 71, 72 extending respectively on each side and perpendicular to the vertical wall 26.
  • the latter can also be widened at the base to increase the rigidity of the element 2.
  • the wing internal 71 ends, as before, by a thinned end in the form of a console 4 which rests on the corresponding console 5 of the raft element 1.
  • the external wing 72 makes it possible on the one hand to increase the resistance to overturning and on the other hand to increase the overall bearing surface of the conduit on the bottom 61 of the trench.
  • the longitudinal joints 8 between the arch element 3 and the side elements 2 can also be the subject of a variant shown in detail in FIGS. 4 and 5.
  • the joint 8 between the upper part of the side element 2 and the arch element 3 is produced in a mixed manner and comprises two articulated supports 81 spaced apart from one other and preferably placed at the two ends of the elements 2 and 3.
  • These articulated supports 81 are produced in the manner described in the previous patent application and therefore comprise rounded protruding parts 82 preferably formed at the lower ends of the arch element 3 and which rest on hollow parts 83 formed at the upper ends of the side element 2 axially.
  • a seal is interposed between said support parts 82 and 83.
  • the articulated joints 81 extend over lengths (e) provided simply so that, overall, the load applied by the arch element (3) on each side element (2) is temporarily collected by said supports 81 without risk of 'crushing or cracking.
  • the concrete walls of the side element 2 and of the arch element 3 terminate in end faces 28, 33 spaced from each other by a certain distance on either side of the joint plane P (FIG. 5) so as to provide a free space 84 in which the waiting reinforcements extend transversely 27, 34 , protruding from the ends of the two elements 2 and 3.
  • the vault elements 3 are first placed on the side elements 2 and 2 ′, providing the necessary seals between the faces of support 82, 83 and, according to one of the characteristics of patent 00 81402, the elements are allowed to position, the articulated supports allowing them to move relatively slightly. We then proceed to keying the joint by passing through the waiting frames 27, 34, longitudinal anchoring irons 35 and pouring a sealing concrete in the space 84 closed, on the opposite side, by a temporary formwork.
  • the end faces 28 and 33 are advantageously inclined symmetrically with respect to the plane P so as to open in V towards the outside to facilitate concreting.
  • FIG. 6 shows a particular application of the invention to the production of liquid circulation channels and in particular of irrigation channels which may have a very large cross section.
  • such a channel can be made up of sections placed end to end and each comprising a slab element 1 with a flat bottom interposed between two side elements 2, each side element 2 being provided at its base with an enlarged sole 7 comprising two wings 71, 72 extending on either side of the vertical side wall 26.
  • the channel thus formed which can be used for the circulation of water or other liquid 14 can either be opened upwards, or be covered with a curved element 36 which, not having to support embankment, can be made in a light way, for example in a corrugated plastic giving it a certain stiffness.
  • a cover 36 protects the transported water against pollution and reduces the risk of evaporation, in particular if the plastic material used is opaque.
  • the side elements 2 exert on the ground a push corresponding simply to their own weight and which is distributed over the entire lower surface of the sole 7.
  • the conduit is normally not placed in a trench but in a simple recess to reach the right soil. The risk of vertical thrust on the raft 1 under the effect of the water table is therefore reduced and the raft is subjected essentially to the load of the water 14 transported.
  • the thrust of the water 14 on the side walls 2 which are no longer connected to one another by the arch element tends to overturn them towards the outside.
  • the arrangement of the brackets 4 and 5 is reversed so that the brackets 5 formed along the longitudinal edges of the raft 1 cover the brackets 4 constituting the internal edges of the sole 7 side elements 2.
  • the latter therefore resist the effects of overturning outwards under the pressure of water 14, on the one hand thanks to the parts 72 of the sole 7 projecting outward and covered by the fill R, and on the other hand thanks to the blocking effect of the raft 1 itself subjected to the weight of the water transported.
  • the inwardly curved shape of the side elements 2 also promotes stability by reducing the value of the horizontal force of thrust of the liquids.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Sewage (AREA)
  • Revetment (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)
  • Ultra Sonic Daignosis Equipment (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Panels For Use In Building Construction (AREA)
  • Road Paving Structures (AREA)
  • Diaphragms For Electromechanical Transducers (AREA)
  • Level Indicators Using A Float (AREA)
  • Golf Clubs (AREA)
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Claims (11)

  1. Hohlkonstruktion mit ebener Grundplatte, die auf einer planierten und festgestampften Verlegefläche (61) aufliegt und mit einer Erdaufschüttung bedeckt ist, wobei diese Hohlkonstruktion einen sehr grossen Querschnitt von über 100 m2 aufweist und aus nebeneinander angeordneten Wandelementen besteht, die im Querschnitt aus einer im wesentlichen ebenen Grundplatte (1), zwei beiderseits der Grundplatte (1) angeordneten Seitenelementen (2, 2') sowie aus einem Gewölbeteil (3), das über seine Seitenkanten auf den oberen Enden der beiden Seitenelementen (2, 2') aufliegt, aufweist, wobei jedes Seitenelement (2, 2') zu dessen Aufrechtlage auf der Verlegungsfläche (61) an seinem Unterteil Stabilisierungsglieder aufweist und eine Seitenwand (20) bestimmt, die sich waagerecht entlang einer internen gegenüber einer entsprechenden Längskante (50) der Grundplatte (1) angeordneten Längskante (40) an die Grundplatte (1) anschliesst, dadurch gekennzeichnet, dass die beiden Seitenelemente (2, 2') und die Grundplatte (1) jeweils entlang deren gegenüberliegenden Längskanten (40, 50) abgeschrägte als kurze Konsolen (4, 5) ausgebildete Enden mit jeweils verkehrte Profile, die nach ein und dem selben Winkel (A) zur Senkrechte schräggeneigte längsgerichtete Stützflächen (41) (51) bilden, wobei die Stützfläche (41) der Konsole (4) von jedem Seitenelement (2, 2') nach unten und die Stützfläche (51) der Konsole (5) der Grundplatte (1) nach oben gerichtet ist, und wobei diese geneigten Stützflächen (41, 51) paarweise gegenseitig zur Auflage kommen, und dass beim Einsetzen der Elemente (1, 2) der Abstand (L) zwischen den internen Längskanten (40) der beiden Seitenelemente (2, 2') kleiner ist als die Breite (L') der Grundplatte (1), so dass die entlang der internen Längskanten (40) der Seitenelemente (2) gebildeten kurzen Konsolen (4) die entlang der Längskanten (50) der Grundplatte (1) gebildeten kurzen Konsolen (5) überdecken, wobei diese sich gegenseitig überdeckenden Konsolen (4) (5) einen Profil, mechanische Eigenschaften und eine Armierung (42, 52) aufweisen, die derart bestimmt sind, dass sie mindestens ein Teil der auf die Konstruktion beaufschlagte Last auf die Grundplatte (1) zur Verteilung auf deren Bodenfläche übertragen können.
  2. Hohlkonstruktion mit ebener Grundplatte und grossem Querschnitt von über 100 m2, die auf einer planierten und festgestampften Verlegefläche (61) liegt, wobei diese Konstruktion aus nebeneinander angeordneten Wandelementen besteht und im Querschnitt eine im wesentlichen ebene Grundplatte, zwei beiderseits der Grundplatte (1) angeordnete Seitenelemente (2, 2') aufweist, wobei jedes Seitenelement (2, 2') zu dessen Aufrechtlage auf der Verlegungsfläche an seinem Unterteil Stabilisierungsglieder aufweist und eine Seitenwand (20) bestimmt, die sich waagerecht entlang einer internen, gegenüber einer entsprechenden Längskänte (50) angeordneten Längskante (40) der Grundplate (1) an diese (1) anschliesst, dadurch gekennzeichnet, dass diese Konstruktion ein nach oben geöffneter Umlaufkanal ist, dass die zwei Seitenelemente (2, 2') und die Grundplatte (1) jeweils entlang deren gegenüberliegenden Längskanten (40) (50) abgeschrägte als kurze Konsolen (4) (5) ausgebildete Enden mit jeweils verkehrte Profile aufweisen, die längsgerichtete nach ein und dem selben Winkel (A) zur Senkrechte schräggeneigte Stützflächen (41) (51) bilden, wobei die Stützfläche (41) der Konsole (4) von jedem Seitenelement (2, 2') nach oben und die Stützfläche (51) der Konsole (5) der Grundplatte (1) nach unten gerichtet ist, und wobei diese geneigten Stützflächen (41, 51) gegenseitig zur Auflage kommen, und dass beim Einsetzen der Elemente (1, 2) der Abstand (L) zwischen den internen Längskanten (40) der beiden Seitenelemente (2, 2') kleiner ist als die Breite (L') der Grundplatte (1), so dass die entlang der Längskanten (50) der Grundplatte (1) ausgebildeten kurzen Konsolen (5) die entlang der internen Längskanten (40) der Seitenelemente (2, 2') ausgebildeten kurzen Konsolen (4) überdecken unter Standhaltung der durch die Wasserschubkraft (14) erzeugten Kippbewegungen nach aussen, wobei die Konsolen (4) (5) sich gegenseitig überdecken und einen Profil, mechanische Eigenschaften und eine Armierung (42, 52) aufweisen, die derart bestimmt sind, dass sie die durch die Auflage auf der Grundplatte (1) erzeugten Beanspruchungen auffangen können.
  3. Hohlkonstruktion nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass eine Dichtung (45) zwischen den gegenseitig aufliegenden Stützflächen (41) (51) dieser kurzen Konsolen (4) (5) dazwischengeschaltet ist.
  4. Hohlkonstruktion nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass jedes Seitenelement (2, 2') mit der Grundplatte (1) über eine Mehrzahl im Abstand angeordneten, entlang der Längskanten der Elemente (1) (2) verteilten Zugstangen (43) verbunden ist, welche die kurzen gegenüberliegenden Konsolen (4) (5) durchqueren, wobei diese Zugstangen (43) durch Abstützung auf den den geneigten Flächen (41) (51) entgegengestzten Flächen (46) (56) dieser Konsolen (4) (5) derart unter Spannung stehen, dass die letzteren gegenseitig unter Druck zur Auflage kommen.
  5. Hohlkonstruktion nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass die Stabilisierungsteile (23, 7) des jeweiligen Seitenelementes nach aussen hin aus der Konstruktion (10) durch Teile (25) (72) verlängert werden, die sich über eine ausreichende Distanz (a) kragartig erstrecken, um einer durch die Wirkung der beaufschlagten Kräfte erzeugten Kippbewegungsgefahr des Seitenelementes (2) entgegenzutreten.
  6. Hohlkonstruktion nach Anspruch 5, dadurch gekennzeichnet, dass die Seitenwand (20) des jeweiligen Seitenelementes (2) ein im wesentlichen senkrechtes Unterteil (26) aufweist und auf einer erweiterten Sohlplatte (7) aufliegt, die zwei beiderseits der Seitenwand jeweils nach innen und nach aussen sich waagerecht erstreckenden Schenkel (71, 72) umfasst.
  7. Hohlkonstruktion nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass zur Bildung eines länglichen Leitungsrohres diese aus einer Reihe gemäss einer Längsrichtung folgender, nebeneinander angeordneter Rohrabschnitte besteht.
  8. Hohlkonstruktion nach einem der Ansprüche 2 bis 7, dadurch gekennzeichnet, dass der Kanal durch ein bogenförmiges Teil (36) aus Leichtmaterial abgedeckt ist, das auf den oberen Enden (21) der Seitenelemente (2, 2') aufliegt.
  9. Hohlkonstruktion nach Anspruch 1, dadurch gekennzeichnet, dass jede Längsdichtung (8) zwischen der Unterkante (31) des Gewölbeteils (3) und der Oberkante (21) des entsprechenden Seitenelementes (2) (2') mindestens zwei axial von einander im Abstand angeordneten gelenkige Auflager (81) umfasst, zwischen denen die Endflächen (28) (33) der Seiten- (2) und Gewölbeelemente (3) gegenüber der Mittelebene (P) der Dichtung (8) zwecks Ausbildung eines Freiraumes (84) zurückgestzt sind mit darin freiliegenden, sich quer erstreckenden Armierungen (27) (34), denen längs angeordnete Ankereisen (35) zugeordnet sind, wobei alles durch einen in diesen Freiraum (84) gegossenen Mörtel zusammengefügt wird.
  10. Hohlkonstruktion nach Anspruch 9, dadurch gekennzeichnet, dass zur Übertragung der durch das Gewölbeteil (3) beaufschlagte Last die gelenkigen Auflager (81) sich jeweils über global ausreichende Entfernungen (e) erstrecken.
  11. Hohlkonstruktion nach Anspruch 10, dadurch gekennzeichnet, dass jedes gelenkige Auflager (81) aus abgerundeten, an den unteren Enden (31) des Gewölbeteils (3) angeordneten Vorsprüngen (82) besteht, die auf den oberen Enden (21) der Seitenelemente (2) angeordneten Hohlteile (83) abgestützt sind, wobei eine Dichtung zwischen diesen Auflager (82, 83) dazwischengeschaltet ist.
EP88401361A 1987-06-05 1988-06-03 Hohlkonstruktion mit ebener Grundplatte Expired - Lifetime EP0295175B2 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88401361T ATE61074T1 (de) 1987-06-05 1988-06-03 Hohlkonstruktion mit ebener grundplatte.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US07/058,567 US4836714A (en) 1981-11-17 1987-06-05 Enclosed structures of very large cross-section, such as conduits, silos or shelters
US58567 1987-06-05

Publications (3)

Publication Number Publication Date
EP0295175A1 EP0295175A1 (de) 1988-12-14
EP0295175B1 EP0295175B1 (de) 1991-02-27
EP0295175B2 true EP0295175B2 (de) 1996-10-16

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EP88401360A Expired - Lifetime EP0296013B2 (de) 1987-06-05 1988-06-03 Rohrförmiges Gebilde
EP88401361A Expired - Lifetime EP0295175B2 (de) 1987-06-05 1988-06-03 Hohlkonstruktion mit ebener Grundplatte

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EP88401360A Expired - Lifetime EP0296013B2 (de) 1987-06-05 1988-06-03 Rohrförmiges Gebilde

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EP (2) EP0296013B2 (de)
AT (2) ATE61074T1 (de)
DE (2) DE3861826D1 (de)
ES (1) ES2021150T5 (de)
GR (2) GR3001813T3 (de)

Cited By (1)

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CN105926473A (zh) * 2016-04-27 2016-09-07 苏交科集团股份有限公司 预制涵洞的自调节施工工法

Families Citing this family (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2642110B1 (fr) * 1989-01-20 1991-05-03 Matiere Marcel Procede de realisation d'un conduit enterre
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FR2706498B1 (fr) * 1993-06-17 1995-09-08 Prefac Procédé de réalisation d'un ouvrage d'art voûté sous remblai, aménageant un passage.
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IT1281032B1 (it) * 1995-11-17 1998-02-11 Carlo Chiaves Struttura di un'opera interrata, particolarmente per la reliazzazione di gallerie, sottopassaggi, autorimesse o simili, suo procedimento di
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WO2012123593A1 (es) * 2011-03-14 2012-09-20 Armatek Global Sl Procedimiento de fabricación de falsos túneles
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CN103243664B (zh) * 2013-05-22 2015-12-16 安徽水利开发股份有限公司 大孔径装配式钢筋混凝土涵洞构件
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US11059201B2 (en) 2016-08-22 2021-07-13 LowSpan LLC Pre-stressed box culvert and methods for assembly thereof
US10518440B2 (en) * 2016-08-22 2019-12-31 LowSpan LLC Pre-stressed box culvert and methods for assembly thereof
CN115354592A (zh) * 2022-08-16 2022-11-18 中铁上海工程局集团有限公司 一种装配式涵洞

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DE3861826D1 (de) 1991-04-04
GR3001817T3 (en) 1992-11-23
ATE61075T1 (de) 1991-03-15
DE3861828D1 (de) 1991-04-04
ES2021150T5 (es) 1998-07-16
EP0296013B1 (de) 1991-02-27
EP0295175B1 (de) 1991-02-27
EP0296013B2 (de) 1998-04-01
EP0295175A1 (de) 1988-12-14
ES2021150B3 (es) 1991-10-16
GR3001813T3 (en) 1992-11-23
EP0296013A1 (de) 1988-12-21
ATE61074T1 (de) 1991-03-15

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