WO2011069483A2 - Cuvelage à joint d'étanchéité annulaire périphérique côté frontal - Google Patents

Cuvelage à joint d'étanchéité annulaire périphérique côté frontal Download PDF

Info

Publication number
WO2011069483A2
WO2011069483A2 PCT/DE2010/001395 DE2010001395W WO2011069483A2 WO 2011069483 A2 WO2011069483 A2 WO 2011069483A2 DE 2010001395 W DE2010001395 W DE 2010001395W WO 2011069483 A2 WO2011069483 A2 WO 2011069483A2
Authority
WO
WIPO (PCT)
Prior art keywords
tubbing
rings
annular
end faces
ring
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.)
Ceased
Application number
PCT/DE2010/001395
Other languages
German (de)
English (en)
Other versions
WO2011069483A3 (fr
Inventor
Rudi Podjadtke
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.)
Bochumer Eisenhuette Heintzmann GmbH and Co KG
Original Assignee
Bochumer Eisenhuette Heintzmann GmbH and Co KG
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 Bochumer Eisenhuette Heintzmann GmbH and Co KG filed Critical Bochumer Eisenhuette Heintzmann GmbH and Co KG
Publication of WO2011069483A2 publication Critical patent/WO2011069483A2/fr
Anticipated expiration legal-status Critical
Publication of WO2011069483A3 publication Critical patent/WO2011069483A3/fr
Ceased legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/385Sealing means positioned between adjacent lining members
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/385Sealing means positioned between adjacent lining members
    • E21D11/386Sealing means positioned between adjacent lining members inflatable sealing means

Definitions

  • the invention relates to a tubbing removal according to the features in the preamble of claim 1.
  • the supporting inner shell in the longitudinal direction one behind the other arranged tubular ring sections, which sometimes consist of individual segments, for example, individual tubbing.
  • the advantage lies in a process-safe and with high dimensional accuracy associated prefabrication of the required components, which can be introduced with a continuous propulsion speed.
  • the individual segments may be made of cast iron or concrete, for example, the cast-iron variant is also used as a lost formwork for a subsequent Ortbetonausposed.
  • the single-shell design tends to be preferred, which at the same time fulfills optical and static requirements while at the same time being impermeable to water.
  • DE 33 21 777 C2 shows a lining for a tubular underbody cavity to be produced in shield tunneling, such as a traffic tunnel, a pipeline or the like.
  • shield tunneling such as a traffic tunnel, a pipeline or the like.
  • This has in each case between two adjacent tubbing rings, which are formed by made of steel tubbings, circumferential sealing rings.
  • each end face of the individual tubbing rings each includes a groove, wherein two grooves together form a circumferential sealing chamber, in which the sealing ring is inserted.
  • the circumferential sealing ring made of solid material fulfills its sealing task as a self-contained system.
  • the lining does not provide any movement of the individual tubbing rings within the ring joints, as these are firmly connected together.
  • a theoretical reduction of the lining between the annular joints causes a minimal spread of the end faces equipped with the grooves by an angle change to each other, which is easily compensated by the elastic sealing ring.
  • a transfer of the solution to one equipped with more freedom of movement Expansion quickly reaches its limits, since the elastic deformability while maintaining the contact pressure necessary for sealing is only slight.
  • DE 38 15 142 A1 discloses an activatable seal, which shows a composite of four profile bands sealing frame, which is arranged around the respective edge region of each individual tubbing around. The edge regions have corresponding recesses for this, in which the seal is inserted and initially flush with the outer dimensions of the corresponding tubbing completes.
  • the sealing frame is increased in retrospect by an injected medium in its volume, so that only later uses the sealing effect.
  • the described seal meets the requirements for an activatable and assembly-facilitating sealing system. Although it allows for a limited increase in the contact pressure, if necessary, but this does not ensure adequate sealing effect with larger movements and increased gap masses.
  • this solution comes up against its limits, since the individual pressed against each other sealing frame so to speak "slide" past each other and so the system effect is repealed.
  • the predominantly rectangular cross-sectional geometry of the profiled strips leaves little room for deformation and is therefore designed more for static systems.
  • the work on the various injection channels is quite confusing dar.
  • each of the four corner areas of each tubbing is at the intersection of four coincident separate sealing frame of several tubbings in movements with each other, the increased risk of possible leakage.
  • the solution described in both the production and in the installation phase and activation phase is considered to be expensive and expensive.
  • the invention thus has the object, a tubbing expansion as a tubular inner shell of a tunnel or shaft to create, which has flexibly adjustable between his tubing rings and cost-effective and easy-to-use sealing organs, which cause an improved sealing effect even with possible deformations and displacements of the tubbing rings.
  • the invention provides a tubbing removal as a tubular inner shell of a tunnel or shaft, which has in its longitudinal direction one behind the other arranged tubbing rings.
  • the individual tubing rings are each aligned with their frontal ring surfaces in a ring groove to each other.
  • the tubbing rings are in this case formed in each case in the circumferential direction juxtaposed tubbing segments, which each form a butt joint between their adjacent end faces.
  • the invention provides that in at least one annular joint between two tubbing rings a circumferential annular seal which can be varied in cross-section is arranged.
  • the annular surfaces are securely sealed to each other against possible ingress of surrounding water. Even if the seal composed, for example, of individual sections can develop their sealing effect, a major advantage of the invention lies in the one-piece, which in addition to easier handling especially no sources of error and dangers due to the fragmentation of self-contained sealing system. Moreover, the closed roundness is characterized by a permanently insensitive and its sealing effect retaining ability of adaptation in all occurring deformations and displacements. Due to the variable cross-section is the Ring seal easily adaptable to different or changing joint widths.
  • the variability of the cross section can be used here already in the installation phase by a cross-sectional reduction in order to ensure an unhindered coupling of the tubbing rings with each other, which otherwise takes place against the elastic deformation resistance of the seal.
  • the subsequent enlargement of the cross section represents a particular advantage, since the ring seal can be adapted at any time, for example, to a changing width of the annular joint.
  • the invention provides that the ring seal is a self-contained hose. This is for the necessary variability of the cross section, at least in its cross-sectional shape elastically extensible and malleable, so that a permanent adaptation to the changes of the annular joint is ensured.
  • the hollow shape of the tube contributes to weight reduction, which offers particular advantages in handling, especially during the installation phase over the entire circumference of the annular surface.
  • the deformability over a cross-section made of solid material is substantially increased.
  • a further embodiment of the invention provides that the ring seal can be filled with different media via at least one connection.
  • a medium into the interior of the tube, a radially elastic change in cross section of the ring seal is effected, which thus achieves its sealing effect even in the absence of or only low contact pressure within the annulus by itself generates the necessary contact pressure by volume growth.
  • the connection may be cross-linked to other ring seals or may be extended to a central location via a suitable guide, it is considered to be particularly advantageous if it is formed by a valve to be reached from the inside of the subterranean structure as stub line one Connection to the interior of the seal creates.
  • connection can be done at any time emptying and filling and pressing the ring seal.
  • permanently elastic or thermosetting materials can be introduced into the ring seal.
  • this is provided for this purpose with a second connection, via which a medium located within the seal and displaced during the re-pressing exit or generally, for example, air can escape during filling.
  • the invention provides that at least one of the end-face annular surfaces between the opposing tubbing rings has a circumferential annular groove in which the annular seal is arranged.
  • the ring seal is inserted and fixed in its annular groove, so that the preparation of the next in the longitudinal direction of the tubbing segment tubbing ring can be done.
  • the possible deformation of the ring seal is structurally limited, which takes place by the relative movement of the opposite end faces to each other.
  • the circumferential annular groove also causes mechanical protection of the ring seal from influences, for example by penetrating material in the annular joint, which ensures their lasting action.
  • the annular groove contributes to the preservation of the sealing effect, since it basically remains between the end-side annular surfaces within the annular gap and can not "roll out” of the cross-sectional plane of the tubbing removal.
  • the invention also provides that two frontally opposite annular surfaces between the tubbing rings each have a circumferential annular groove, which form a closed sealing chamber when merging both annular surfaces.
  • the advantage lies in a symmetrical production of individual tubbings with respect to their edge regions as sub-segments of the annular surfaces of the tubbing rings.
  • the stub in combination with the connection for media filling of the hose in this case the stub can be placed exactly in the middle of the annular joint.
  • portions of the ring seal may also go beyond the ring gap, the ring gap always maintains its positioning relative to the ring seal.
  • an adjusting element between the end faces of the tubbings is arranged, whereby a bewirkter by the adjustment distance of the end faces of the tubbings is mutually variable.
  • the adjusting element outside the butt joint lying between the adjacent butt joints can be arranged for example in the tubbing or generally adjacent to the ring plane and is coupled via a suitable connection with the tubbing, the arrangement of the adjusting element according to the invention in the circumferential plane of the individual ring sections is preferred. This results in a compact closed system, within which the occurring ring forces are passed through statically advantageous.
  • the integration of the adjusting element within the tubbing rings effects the best possible utilization of the inner volume created by the tubbing removal.
  • a preferred embodiment provides that a compressible yielding element is disposed in the butt joint between the end faces of the tubbing, whereby bewirked by the compliance element distance between the end faces of the tubbings to each other by the elastic or plastic compression of the Yield element is reducible.
  • the advantage lies in a passive circumferential adaptability of the tubbing rings to possible subsidence of the surrounding earth or mountain. These movements are usually after driving up the tunnel tube and cause a compression of the pipe enclosing Rock formations. This process can take place at different speeds and last up to several months.
  • the tubbing rings avoid the additional loads that occur while allowing a rearrangement of the forces in the surrounding soil and rock. In this way, the tubbings can be dimensioned much more economically, since they do not have to absorb the full, established by subsidence and other convergences mountain pressure.
  • the compliance element is a compressible part of the aforementioned adjustment element or is combined with it within the individual tubbing rings.
  • the combination within a component increases the degree of prefabrication and allows for a uniform production method.
  • a preferred embodiment of the segmental lining provides that the tubbing rings are spatially resiliently connected to each other via a coupling unit.
  • the coupling unit between the tubbing rings and other pipe sections is in this case a detachable connection. This ensures that the different "breathing" in the form of circumferential changes of the tubing rings allows each other and can be largely stress-free, since adjacent tubbing rings can thus assume different diameters without being hindered by a rigid composite with adjacent tubbing rings to become. Overall, the individual segments are thus safely and accurately positioned with each other at the same time spatial freedom of movement.
  • the tubbing expansion according to the invention thus meets the highest demands on modern and flexible single-shell interior design.
  • the ring seal used is characterized not only by the permanently insensitive and its sealing effect retaining ability of adaptation to deformations and displacements mainly by the easy handling in combination with the variability of their cross-sectional shape, so they can be easily adapted to different or changing widths of the annular joint at any time.
  • Figure 1 is a side view of a tubbing expansion according to the invention as a section of a continuous tunnel tube;
  • FIG. 2 shows the tubbing removal from FIG. 1 in a front view with a view into FIG
  • Figure 3 is a seal within a perspective section of
  • FIG. 5 shows the adjusting element extracted from the tubbing rings according to the representation of FIG. 4 in a partially exploded view
  • FIG. 6 shows the adjusting element according to the representations of FIG. 5 in an altered perspective
  • Figure 7 shows an adjusting element in a variant of Figures 4 to 6 with one of the tubbings in the neck in perspective representation
  • FIG. 8 shows the adjusting element according to the representation of FIG. 7 with partially cut components in a changed perspective
  • FIGS. 7 and 8 shows the adjusting element according to the illustrations of FIGS. 7 and 8 in a partially exploded view with partially cut components in an altered perspective
  • Figure 11 shows a compliance element in a variant of Figure 10 within a section with one of the tubbings with changed inner shapes;
  • Figure 12 shows a compliance element in a variant of Figure 11 in the same representation in combination with one of the tubbings in the neck;
  • Figure 13 shows a compliance element as a variant of Figure 12 with changed side surfaces in the same representation
  • FIG. 14 is an exploded view of a detail of two adjacent tubbing rings in a perspective representation with a coupling unit
  • FIG. 15 shows a coupling unit as a variant of FIG. 14 in a plan view with a modified attachment
  • FIG. 16 shows a coupling unit according to the illustration of Figure 14 in a
  • FIG. 17 shows a coupling unit according to the illustration of FIG. 16 in one
  • FIG. 18 shows a coupling unit as a variant of FIGS. 14 to 17 according to the representations of FIGS. 16 and 17 in an altered perspective with a changed connection arrangement
  • FIG. 19 shows a coupling unit according to the representation of FIG. 18 in one
  • FIG. 1 shows a detail of the individual components of the segmental lining 1 in a lateral external view of a tunnel tube, which is formed from three recognizable segmented rings 2 which are indicated longitudinally one behind the other and are indicated next. Between the individual tubbing rings 2 is in each case a circumferential annular joint 3. The tubbing rings 2 sit in Circumferential direction of aligned tubbings 4 together, wherein between some adjacent tubbings 4 in the circumferential direction in each case an adjusting element 5a, 5b or in each case a compliance element 6a, 6b, 6c, 6d is arranged.
  • FIG. 2 shows a perspective inside view of the circular tubing rings 2.
  • the part of the tubbing rings 2 located in front visibly has one of two end faces encircling annular surfaces 7, over which the tubbing rings 2 are aligned with one another.
  • a circumferential circular ring seal 8 can be seen, which extends within the annular joint 3 and the tubbing rings 2 seals with each other.
  • the butt joint 9 extends in each case radially from an outer side A to an inner side B of the tubbing rings 2.
  • FIG. 3 shows the circumferential annular seal 8 already shown in FIG. 2 in a detail section. It can be seen here that the annular seal 8 is arranged in half in a ring groove 10 which is predominantly semicircular in cross section.
  • the ring seal 8 in this case has a connection 11 which is closed by a closure body 12.
  • the connection 11 is in this case designed as a tubular stub line, which is connected to the hollow tube designed as a ring seal 8 such that a medium can pass through the opening of the terminal 11 via this both in and out of the interior of the ring seal 8.
  • the connection 11 in this case extends from the ring seal 8 within the ring joint 3 to the inside B of the tubbing rings 2.
  • FIG. 4 shows the adjustment element 5 a arranged within the joint 9 between two segments 4, which is arranged between two segments 4 opposite each other at a distance C with their end faces 13.
  • the adjusting element 5a has essentially two in the plane of the butt joint 9 mirror-inverted opposite side cheeks 14a and to the two outer annular surfaces 7 towards each a wedge-shaped expansion element 15a.
  • the expansion element 15a is opposite to the other expansion element 15a perpendicular to the butt joint 9 in mirror image. In the plane of the annular surfaces 7, the section of the introduced into the annular surfaces 7 circumferential annular groove 10 can be seen.
  • the course of the annular groove 10 extends through the lying in the plane of the annular surfaces 7 parts of the adjusting element 5a and forms in the two side walls 14a each have a recess 16a.
  • the circumferential shape of the annular groove 10 allows the insertion of the circular ring seal 8.
  • Figure 5 illustrates this with pulled apart side walls 14a.
  • the side walls 14a each have a long drawn box profile, which completely covers the end faces 13 of the tubbing 4 in Figure 4 with its connection side 17a.
  • the connecting side 17a each includes a curved portion formed from a sheet, which forms a circular segment in cross section, wherein the apex of the circle segment in each case behind the end faces 13 in the tubbings 4 shown in FIG.
  • this is each formed with two inclined planes, whereby the two side cheeks 14a have mutually facing inclined surfaces 18a, whose common highest edge region in each case lies centrally of the side cheeks 14a and which to the mutual annular surfaces 7 of the tubbing Flattening rings 2 towards linear, whereby the respective cross-section of the side cheeks 14a is tapered to the two recesses 16a located on the edge.
  • the wedge-shaped gaps between the side cheeks 14a, which open in each case to the end-side annular surfaces 7, are at least partially filled in each case by the wedge-shaped expansion element 15a, these being, as already described shown in Figure 4, each with their blunt wedge tip 19a opposite.
  • One of the wedge tip 19a opposite side of the expansion element 15a is formed as an anchor plate 20a.
  • the two parallel to the inclined surfaces 18a extending sides of the wedge-shaped expansion element 15a each have pressure surfaces 21a, which are in full-surface contact with the inclined surfaces 18a of the side walls 14a.
  • the expansion element 15a is coupled via detachable connection means in each case with the side walls 14a of the adjustment element 5a.
  • detachable connection means in each case with the side walls 14a of the adjustment element 5a.
  • these For a linear displaceability of the expansion element 15a between the two side walls 14a, these each have two arranged in their inclined surfaces 18a slots whose longitudinal direction extends between each of the two end faces 7 and in the course of which the releasable connection means and thus the respective expansion element 15a slidably mounted are.
  • the expansion element 15a is connected to the opposing expansion element 15a by two tie rods 22a, the tie rods 22a being arranged parallel to one another and extending from anchor plate 20a to anchor plate 20a through the respective expansion element 15a and the respective anchor plate 20a.
  • the tie rods 22a are rotatably mounted within the expansion element 15a and have at one end a non-positively grasped hexagon head with conventional tools, wherein the opposite end of the tie rods 22a has an external thread which in each case in a fixedly connected to the anchor plate 20a element with corresponding internal thread in Intervention is.
  • the side cheeks 14a each have a recess 16a, which extends in each case from one connecting side 17a of the side cheeks 14a to the opposite connecting side 17a in the plane of the annular surfaces 7.
  • FIG 6 can be seen from the inside B of the tubing rings 2 to be reached maintenance openings 23a in the side walls 14a of the adjusting 5a.
  • the releasable connection means to achieve over the spreader 15a is slidably coupled to the side cheeks 14a, respectively.
  • the maintenance openings 23a within the side walls 14a are accessible only from the inner sides B of the tubing rings 2, while the side walls 14a are closed to the outside A of the tubbing rings 2 over the entire surface.
  • FIG. 7 shows a variant of an adjusting element 5b, which is connected on one side to one of the tubbings 4 on the end side.
  • the adjusting element 5b has essentially two elongate wedge-shaped side cheeks 14b, which face each other in a mirror image parallel to one of the end faces 13.
  • One of the two side cheeks 14b stands here with its connection side 17b in full contact with one of the end faces 3 and covers them completely.
  • the opposite sides of the side cheeks 14b are each formed as a sloping plane which form between them a wedge-shaped gap, which tapers from the outside A to the inside B out.
  • the oblique planes are in each case formed by inclined surfaces 18b, between which a wedge-shaped expansion element 15b is arranged.
  • the encircling annular groove 10 of the individual tubbing rings 2 also extends through the parts of the adjusting element 5b located in the plane of the annular surfaces 7b and forms a continuous recess 16b between the two side walls 14b.
  • transverse straps 24 are arranged, which extend in the circumferential direction of the tubbing rings 2 along their length and have elongated holes at their respective ends.
  • the slots are respectively behind the end faces 13, whereby the transverse straps 24 are coupled via detachable connection means 25 with one of the tubbing 4. While one of the transverse straps 24 extends in each case centrally of the tubbing rings 2, the other two are each close to the outer annular surfaces 7, without going beyond the respective width of the tubbing rings 2.
  • FIG. 8 illustrates further details of the adjustment element 5b through a modified perspective, with a section through one of the side cheeks 14b revealing the interior.
  • the side cheeks 14b and the expansion element 15b are in this case each formed from hollow profiles which are stiffened by transversely to the longitudinal direction transverse walls 26.
  • the adjusting element 5b in this case has three mutually parallel tie rods 22b, which extend in each case from the inside B from the center through the transverse straps 24 to the anchor plate 20b and thereby penetrate the expansion element 15b at the wedge tip 19b and the anchor plate 20b.
  • the tie rods 22b have, at their end to be reached from the inside B, a hexagonal head which can be coupled with conventional tools, the tie rods 22b themselves being mounted rotatably in the transverse straps 24 and the expansion element 15b.
  • the hexagon head of the tie rods 22b opposite end has an external thread, which is in engagement with the internal thread of fixedly connected to the anchor plate 20b elements.
  • the expansion element 15b is equipped with guide walls 27 extending beyond its pressure surfaces 21b, whereby the transverse walls 26 extend parallel to the annular surfaces 7 of the tubing rings 2 and via corresponding slots 28 in the inclined surfaces 18b into the side walls 14b extend.
  • Disposed on the respective ends of the guide walls 27 situated in the side cheeks 14b are detachable connecting means, which in turn are in sliding engagement with guide slots 29 in the transverse walls 26 of the side cheeks 14b.
  • FIG. 10 shows the section of two segments 4 facing each other in the butt joint 9, the two end faces 13 of which are each connected to one half of a compliance element 6a.
  • the Tubbings 4 in this case each form a common prefabricated element with one half of the compliance element 6a, wherein the respective half of the compliance element 6a is non-positively connected to a reinforcement braid made of steel of the reinforced concrete body of the tubbings 4 (not illustrated here).
  • the outer cross-sectional contour of the compliance element 6a parallel to the butt joint 9 in this case corresponds to the outer contours of the end faces 13, whereby the two end faces 13 are covered over the entire surface.
  • the two halves of the compliance element 6a are each formed from a box profile which has hollow chambers 30 extending continuously from the inside B to the outside A, respectively.
  • the hollow chambers 30 are each formed by mutually parallel webs 31, each extending between two opposite and parallel to the end faces 13 extending longitudinal walls 32a of the respective box profile and two each extending in the plane of the annular surfaces 7 transverse walls 33a.
  • the webs 31 are here crossed at right angles to each other.
  • the transverse walls 33a each have a recess 34a which fits into the peripheral annular groove 10 of the tubbing rings 2 in a form-fitting manner.
  • FIG. 11 shows a variant of the compliance element 6a already shown in FIG. 10, in which case only one of the tubbings 4 is shown in combination with one half of a compliance element 6b.
  • the compliance element 6b is in this case formed by two opposite longitudinal walls 32b, which are arranged parallel to one of the end faces 13.
  • the outer cross-sectional contour of one of the longitudinal walls 32b also covers one of the end faces 13 over the entire area.
  • the hollow chambers 30 located between the two longitudinal walls 32b are in this case formed of individual tubular bodies 35, which are each arranged in a row parallel to the longitudinal walls 32b and are in peripheral contact with one another.
  • the tubular body 35 in this case form two rows, which are separated from each other by a narrow metal strip as a gutter 36.
  • the course of the circumferential annular groove 10 along the annular surfaces 7 is thereby form-fitting manner by a recess 34b received on the two sides of the compliance element 6b respectively in the plane of the annular surfaces 7.
  • FIG. 12 shows a variant of a compliance element 6c, which essentially has a one-part box profile.
  • the individual hollow chambers 30 are formed by webs 31 crossed at right angles to each other.
  • the two longitudinal walls parallel to the butt joint 9 are each formed from side cheeks 37, which are each a hollow profile and whose cross-sectional shape has a circular segment.
  • the circular arc of one of the side cheeks 37 is here form-fitting in one of the end faces 13 and is connected to the reinforcement, not shown here, one of the tubbing 4 non-positively.
  • the located in the plane of the annular surfaces 7 sides of the compliance element 6c have closed transverse walls 33b, in which in extension of the circumferential annular groove 10 each have a recess 34c is arranged. This extends beyond the transverse walls 33b out to the two outer circular arcs of the respective side wall 37th
  • FIG. 13 shows a further variant of a compliance element 6d which, in its arrangement of the hollow chambers 30, corresponds to the exemplary embodiment illustrated in FIG.
  • the two parallel to the end faces 13 extending side walls are not formed here by hollow side walls 37, but by in the inner region of the compliance element 6d to each other arched longitudinal walls 32c.
  • transverse walls 33c In the plane of the annular surfaces 7 located transverse walls 33c have analogous to the figure 12 recesses 34d, which cause a positive continuation of the circumferential annular groove 10.
  • FIG. 14 shows an exemplary embodiment which shows the connection of two adjacent tubbing rings 2.
  • the ring joint 3 in this case shows a large gap, and gives the view of one of the circumferential annular surfaces 7 and the circumferential annular groove 10 located therein free.
  • the circumferential annular seal 8 therein is shown as a hose-like body.
  • a coupling unit 38a which consists essentially of two abutments to be connected.
  • the counter-bearings are arranged in each case in one of the tubbings 4 near the annular surfaces 7 in the region of the inner side B in the form of anchor pins 39.
  • a coupling element in the form of a ring member 40a is arranged, which in a form-fitting recess in the tubbing 4 and the opposing armature pin 39 encloses.
  • two further rod-shaped elements are arranged, which have exactly like the anchor pin 39 has an external thread.
  • the coupling unit 38a to the anchor pin 39 each have a semicircular coupling plate 41 which via corresponding holes on the anchor pin 39 and the rod-shaped elements of the coupling unit 38a are placed and secured by screwed onto the external thread releasable connection means in the form of hex nuts.
  • FIG. 15 shows a plan view of a variant of the exemplary embodiment of FIG. 14 in the form of a coupling unit 38b, in which two abutments in the form of clamping plates 42 are formed.
  • the tubbings 4 here also have in the region of the coupling unit 38b semicircular recesses in which a ring component 40b is integrated over the annular joint 3 and experiences clamping on the clamping plates 42.
  • the two clamping plates 42 are in each case coupled via a releasable connecting means with the tubbing 4.
  • FIG. 16 shows a further variant of a coupling unit 38c which, in analogy to FIGS. 14 and 15, connects two mutually opposing abutments in a spatially yielding manner.
  • the abutments are each formed by an extending in the plane of the annular surfaces 7 anchor plate 43 a, each having a through hole as a game opening 44 and firmly connected to one of the tubbings 4.
  • a rod-shaped bolt 45a is shown in an exploded view of the coupling unit 38c, which is guided through each individual game opening 44 of the armature plate 43a.
  • the bolt 45a itself represents a releasable connection means and has a clear excess length, wherein the diameter is at least 50% smaller than the diameter of the respective hole of the anchor plate 45a.
  • On both sides of the abutment spring elements 46a are pushed in the form of coil springs on the bolt 45a, so that the two bolt ends are supported by these each resiliently to the respective armature plate 43a to the game opening 44.
  • FIG. 17 shows a coupling unit 38d which, in addition to two abutments to be connected, likewise has a bolt 45b and spring element 46a at both ends.
  • the bolt 45b is in this case made significantly longer, since the counter-bearings are each formed by a formation 47a in the form of a continuous clearance opening 44 within a web of the tubbing 4 itself.
  • FIG. 18 shows another variant of a coupling unit 38e.
  • one of the two abutments of the tubbing rings 2 to be connected is formed by an armature plate 43b, while the opposite anvil has a bent armature plate 43c.
  • the armature plate 43b Analogous to the armature plate 43a, the armature plate 43b has a clearance opening 44, wherein its storage takes place in a recess within one of the tubbing rings 2 in the region of the ring joint 3, in which the armature plate 43b at a shallow angle to the inside B in one of the tubbings 4th is integrated.
  • the opposing armature plate 43c is also firmly connected to one of the adjacent tubbing rings 2 and has a trapezoidal bending shape as a folded sheet metal strip. This bending mold is received in the opposite thrust bearing through the recess in combination with the armature plate 43b running at a flat angle parallel to the surface with a bearing clearance.
  • the bent armature plate 43c has an internal thread in the region of the clearance opening 44 of the armature plate 43b.
  • the bolt 45c is analogous to Figures 16 and 17 previously equipped with a spring element 46b, which is supported at one end of the bolt 45c against the hexagon head and on the opposite side to the game opening 44 of the armature plate 43b around ,
  • FIG. 19 shows a variant of the coupling unit 38e shown in FIG.
  • a coupling unit 38f which has a formation 47b and a bolt 45d and an anchor plate 43d.
  • the formation 47b is located in one of the tubbings 4 of the tubing rings 2, which serves for the shape-adapted play reception of the armature plate 43d bent analogously to the armature plate 43c, which is firmly connected to one of the opposite tubbings 4.
  • the counter bearing has a firmly integrated internal thread and a fitting opening 48 into which the bolt 45d is inserted.
  • the bent armature plate 43d has for this purpose two through holes, through which the bolt 45d is guided before an external thread located at its end is connected to the internal thread of the anvil.
  • a shield tunneling device is generally used for the construction of an elongated underground tunnel section, which has an additional device for tubbing installation.
  • a rotating round cutting tool is advanced into the mountain material. This designated as a blade cutter has recesses over which the cut out material is removed by means of conveyor belts.
  • the freshly cut tunnel opening is lined directly with successively arranged pipe sections.
  • These pipe sections represent a einschaliges structure, which also meets the requirements of water impermeability in addition to the static requirements.
  • the ring sections are made respectively Tübbing rings 2 are formed, which have in the circumferential direction with their respective end faces 13 juxtaposed tubbing 4.
  • tubbings 4 are used. In the form of a modular system, these are each equipped on the end faces 13 with an adjusting element 5a, 5b and / or a compliance element 6a, 6b, 6c, 6d.
  • the inherently rigid and unchangeable reinforced concrete tubbings 4 are thereby combined to form an adaptable and adaptable system in the form of adjustable segmental rings 2.
  • the tubbing rings 2 are made yielding by the use of the compliance element 6a, 6b, 6c, 6d in at least one butt joint 9 between the respective end faces 13 of the tubbings 4 so that the tubbing rings 2 are enabled to withstand the rock pressure caused by the compression of the compliance element 6a, 6b, 6c, 6d and the associated circumferential change.
  • the diameter of the tubbing removal 1 By reducing the diameter of the tubbing removal 1, the forces occurring in the surrounding material are stored around.
  • the tubbing rings 2 are made adjustable by the adjustment element 5a, 5b inserted into the butt joint 9, so that the circumference and thus the diameter of the tubbing rings 2 enlarged and adapted to the true drilling diameter.
  • each of the tubbing rings 2 is connected to its adjacent pipe sections via a spatially flexible coupling unit 38a, 38b, 38c, 38d, 38e, 38f, each between two adjacent tubbing 4th are arranged in the region of the annular joint 3.
  • a spatially flexible coupling unit 38a, 38b, 38c, 38d, 38e, 38f each between two adjacent tubbing 4th are arranged in the region of the annular joint 3.
  • the individual components are coupled and positioned securely and in the correct position.
  • a circumferential annular groove 10 is arranged in each case on the front-side annular surfaces of the tubbing rings 2, in which a circular ring seal 8 is inserted.
  • the opposing annular surfaces 7 are securely sealed by the ring seal 8 against upcoming water.
  • the ring seal 8 is used in the form of a hose which can be filled with media, the cross section of which can be changed radially elastically. With an enlargement of the annular joint 3, the annular seal 8 can thus also be adapted to the requirements of an enlarged cross-section by subsequent pressing.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Joints With Sleeves (AREA)

Abstract

L'invention concerne un cuvelage en tant que paroi intérieure tubulaire d'un tunnel ou d'un puits, qui comporte des anneaux de cuvelage (2) placés les uns derrière les autres en direction longitudinale, alignés les uns par rapport aux autres avec leurs surfaces annulaires frontales (7) dans un joint annulaire (3) et constitués respectivement de segments de cuvelage (4) adjacents en direction circonférentielle qui forment respectivement un joint d'assemblage (9) entre leurs faces frontales (13). Selon l'invention, un joint d'étanchéité annulaire périphérique (8) à section transversale modifiable et pouvant être rempli de fluides est placé dans au moins un joint annulaire (3).
PCT/DE2010/001395 2009-12-10 2010-12-01 Cuvelage à joint d'étanchéité annulaire périphérique côté frontal Ceased WO2011069483A2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102009057522.7 2009-12-10
DE102009057522A DE102009057522B9 (de) 2009-12-10 2009-12-10 Tübbing-Ausbau mit stirnseitig umlaufender Ringdichtung

Publications (2)

Publication Number Publication Date
WO2011069483A2 true WO2011069483A2 (fr) 2011-06-16
WO2011069483A3 WO2011069483A3 (fr) 2012-06-21

Family

ID=43989770

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/DE2010/001395 Ceased WO2011069483A2 (fr) 2009-12-10 2010-12-01 Cuvelage à joint d'étanchéité annulaire périphérique côté frontal

Country Status (2)

Country Link
DE (1) DE102009057522B9 (fr)
WO (1) WO2011069483A2 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105531575A (zh) * 2013-09-13 2016-04-27 德特威勒密封技术德国有限责任公司 用于测试具有锚固脚的密封部的测试装置

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109162727B (zh) * 2018-08-27 2020-05-19 中南大学 用于盾构始发的洞门封堵注浆装置及施工方法

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3815142A1 (de) 1988-05-04 1989-11-16 Phoenix Ag Akitiverbare dichtung, insbesondere tuebbing-dichtung
DE3321777C2 (fr) 1983-06-16 1991-04-18 Dyckerhoff & Widmann Ag, 8000 Muenchen, De

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH574023A5 (en) * 1973-07-24 1976-03-31 Schmitter Adolf Junction seal for channels or conduits - has ring expansion member anchored to one channel inflated to force ends apart
GB1507977A (en) * 1974-03-27 1978-04-19 Mott Hay & Anderson Tunnel linings
FR2435599A1 (fr) * 1978-09-05 1980-04-04 Dalmasso Michel Procede de revetement d'un ouvrage tel qu'un tunnel et voussoir pour la mise en oeuvre de ce procede
DE3218517C2 (de) * 1982-05-17 1984-03-01 Philipp Holzmann Ag, 6000 Frankfurt Tübbingausbau für Tunnels, Stollen o.dgl. und Meßgerät zur Überprüfung der Fugenbreite eines derartigen Tübbingausbaues
DE3815141A1 (de) * 1988-05-04 1989-11-16 Phoenix Ag Aktivierbare dichtung fuer vorpressrohre
GB2228957B (en) * 1989-03-08 1992-10-21 Charcon Tunnels Ltd Improvements in or relating to arcuate pre-cast concrete tunnel lining segments
JP3458279B2 (ja) * 1994-01-12 2003-10-20 日本ヴィクトリック株式会社 本管内装可撓コンクリートまたはモルタル詰めシールド工法およびその装置
DE4406298A1 (de) * 1994-02-26 1995-08-31 Phoenix Ag Dichtanordnung im Tunnelbau
JPH08165700A (ja) * 1994-12-12 1996-06-25 Seibu Polymer Corp 暗渠の継手

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3321777C2 (fr) 1983-06-16 1991-04-18 Dyckerhoff & Widmann Ag, 8000 Muenchen, De
DE3815142A1 (de) 1988-05-04 1989-11-16 Phoenix Ag Akitiverbare dichtung, insbesondere tuebbing-dichtung

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105531575A (zh) * 2013-09-13 2016-04-27 德特威勒密封技术德国有限责任公司 用于测试具有锚固脚的密封部的测试装置

Also Published As

Publication number Publication date
WO2011069483A3 (fr) 2012-06-21
DE102009057522A1 (de) 2011-06-16
DE102009057522B4 (de) 2013-01-24
DE102009057522B9 (de) 2013-05-02

Similar Documents

Publication Publication Date Title
EP2147191B1 (fr) Vérin hydraulique présentant des fils de securité à section rectangulaire
DE3218517C2 (de) Tübbingausbau für Tunnels, Stollen o.dgl. und Meßgerät zur Überprüfung der Fugenbreite eines derartigen Tübbingausbaues
DE2702672C3 (de) Geschlossener Streckenausbau, insbesondere für untertägige Grubenstrecken
EP2510191B1 (fr) Cuvelage à élément élastique intégré
EP0513083A1 (fr) Coffrage-support et glissant automoteur pour la mise en oeuvre d'un revetement en beton coule sur place.
DE2637726C3 (de) Streckenausbaurahmen
DE3032521A1 (de) Geschlossener streckenausbau, insbesondere fuer untertaegige grubenstrecken
DE102009057522B9 (de) Tübbing-Ausbau mit stirnseitig umlaufender Ringdichtung
EP2674569A1 (fr) Garniture de joint pour avancées tubulaires
EP0348870B1 (fr) Construction constituée par l'assemblage d'éléments préfabriqués en béton armé utilisant la technique du béton précontraint
DE2755431A1 (de) Faedelschloss
WO2011069482A2 (fr) Soutènement souterrain à accouplement élastique
DE2505980A1 (de) Verfahren zum vortrieb von im wesentlichen ringfoermigen bauteilen, insbesondere fuer den hoch- und tiefbau
DE2642104C3 (de) Metalltübbing für die Auskleidung von Tunneln
DE2922327A1 (de) Schachtausbau, insbesondere fuer den ausbau im gefrierverfahren abgeteufter schaechte in nicht standfestem, wasserfuehrendem gebirge
DE102009057520B4 (de) Tübbing-Ausbau mit integriertem Verstellelement
CH679510A5 (fr)
DE2831662B2 (de) Ringausbau für Schächte, vorzugsweise Gefrierschächte des Berg- und Tunnelbaus
DE2912217C2 (de) Einrichtung zum Zentrieren und zur inneren Abstützung von als Tunnelausbau dienenden Rohrschüssen
EP1170461B1 (fr) Voussoir spécial pour revêtement de tunnels souterrains
DE2613854C3 (de) Tübbingsegment für den Tunnelausbau mit Fugenabdichtung
DE3017428A1 (de) Streckenausbau des berg- und tunnelbaus
DE3339476A1 (de) Verfahren zum herstellen eines tunnels, insbesondere verkehrstunnels
DE2619981C2 (de) Vorschubpressenlagerung, insbesondere für Zwischenpreßstationen zum unterirdischen Vorpressen von Rohrleitungssträngen
DE2502180A1 (de) Vorrichtung zum abfangen von ausbausegmenten aus rinnenprofil des berg- und tunnelbaus

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: 10803353

Country of ref document: EP

Kind code of ref document: A1

122 Ep: pct app. not ent. europ. phase

Ref document number: 10803353

Country of ref document: EP

Kind code of ref document: A2