EP2729621A1 - Arrangement for supporting a brace, in particular a stay cable, transversely to the longitudinal extent thereof - Google Patents
Arrangement for supporting a brace, in particular a stay cable, transversely to the longitudinal extent thereofInfo
- Publication number
- EP2729621A1 EP2729621A1 EP12729356.1A EP12729356A EP2729621A1 EP 2729621 A1 EP2729621 A1 EP 2729621A1 EP 12729356 A EP12729356 A EP 12729356A EP 2729621 A1 EP2729621 A1 EP 2729621A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- adapter ring
- longitudinal axis
- bearing surface
- axially
- eccentricity
- 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.)
- Granted
Links
- 238000004873 anchoring Methods 0.000 claims description 11
- 125000006850 spacer group Chemical group 0.000 claims description 6
- 230000008901 benefit Effects 0.000 abstract description 5
- 238000013461 design Methods 0.000 abstract description 4
- 238000012423 maintenance Methods 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 230000002093 peripheral effect Effects 0.000 description 4
- 230000006978 adaptation Effects 0.000 description 3
- 150000001875 compounds Chemical class 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 238000009420 retrofitting Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 230000007480 spreading Effects 0.000 description 2
- 238000003892 spreading Methods 0.000 description 2
- 210000002435 tendon Anatomy 0.000 description 2
- 239000004110 Zinc silicate Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000001447 compensatory effect Effects 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229920001903 high density polyethylene Polymers 0.000 description 1
- 239000004700 high-density polyethylene Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000006228 supernatant Substances 0.000 description 1
- 230000003746 surface roughness Effects 0.000 description 1
- 238000012549 training Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- XSMMCTCMFDWXIX-UHFFFAOYSA-N zinc silicate Chemical compound [Zn+2].[O-][Si]([O-])=O XSMMCTCMFDWXIX-UHFFFAOYSA-N 0.000 description 1
- 235000019352 zinc silicate Nutrition 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
- E04C5/122—Anchoring devices the tensile members are anchored by wedge-action
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/14—Towers; Anchors ; Connection of cables to bridge parts; Saddle supports
Definitions
- the invention relates to an arrangement for supporting a tension member, in particular a stay cable or a tendon, transversely to its longitudinal direction in the anchoring area of a building according to the preamble of
- tension members are known above all as stay cables or external tendons of bridge structures, where they have a key function in the reception and removal of existing loads.
- Tension member increased. As a result of manufacturing and assembly tolerances or sag
- annular closed cushion is arranged around the tension member which forms a closed cavity and can therefore be pressed without further sealing work with a hardening material with simultaneous fixation of the tension member.
- Circular rings with each eccentric opening to be arranged in one another so that they can be rotated in the common peripheral joint against each other.
- the inner annulus encloses the tension member, while the outer annulus with his
- the object of the invention is to further develop and improve the support of a tension member in the region close to the anchorage transversely to its longitudinal direction. This object is achieved by a device having the features of patent claim 1.
- a first advantage of the invention results from the development in the axial direction of construction, ie in a direction in which tension members normally have enough free space. In the radial direction, the arrangement according to the invention can be kept slim, which is advantageous not only visually, but also in view of the limited space available in the anchorage area.
- Aussparungsrohr is the place of installation in contrast to the known solutions outside the recess tube and is thus easily accessible from the outside. This not only facilitates the assembly and disassembly of an arrangement according to the invention, but also their maintenance and repair if necessary.
- the arrangement of the invention allows due to their dismantling a subsequent adaptation to the changed geometry without problems.
- Another advantage of the invention is that structural precautions on the structure, such as the provision of an annular chamber in the recess tube, are not necessary. This makes first advantageous in economic terms noticeable, since the corresponding amount of work does not arise.
- the inventive arrangement but also the retrofitting or retrofitting
- the two Operaxzentrizticianen E, and E 2 are the same size, resulting in the possibility of setting the arrangement according to the invention also on a centrally extending in the recess tube tension member.
- an existing eccentricity E which is greater than the sum of the two equal part eccentricities E and E 2
- radially load bearing surfaces primarily assume the function of guiding and centering surfaces, which facilitate both the axial mating of the individual components as well as their rotation about the longitudinal axis.
- the axially loadable bearing or bearing surfaces can be composed of several stepped in the axial direction of partial surfaces.
- the axial offset of the partial surfaces can advantageously be used to form the radially load bearing surfaces. So it is possible that the axial compressive forces in the contact joint over a
- the axially and / or radially loadable bearing or bearing surfaces can be equipped slip-resistant according to an advantageous embodiment of the invention. This can be done by a suitable surface roughness or by coating with
- the slip-resistant equipment increases the adhesion between the individual components and thus their positional safety.
- the clamping of the components of an inventive arrangement is advantageously carried out by means of a clamping ring and clamping bolt.
- a further advantageous embodiment of the invention has a spacer ring between the annular flange of the recess tube and the adapter ring.
- a spacer ring may be welded to the annular flange or adapter ring.
- the adapter ring and / or the support element and / or the clamping ring are divided into two.
- the two halves can be arranged around the tension member and held together without having to dismantle the tension member for assembly or disassembly.
- Fig. 1 is a partial view of a cable-stayed bridge with an inventive
- FIG. 2 shows a longitudinal section through the area marked II in FIG. 1, which respectively shows an oblique view of the area of an arrangement according to the invention marked III in FIG. 2 in an exploded view; a longitudinal section through the arrangement shown in Figures 3 and 4,
- Fig. 6 shows four views A - A to E - E as shown in Fig. 5
- Fig. 7 shows a partial longitudinal section through the connection region of the support element
- Fig. 8 is a partial longitudinal section through a further development of the invention
- FIG. 9a-e further embodiments of the invention in each case in longitudinal section, and the
- Fig. 10a-c examples of centric and eccentric support of a cable with the aid of an inventive arrangement.
- Fig. 1 shows a part of a cable-stayed bridge 1 with a pylon 2 made of reinforced concrete, on which a roadway carrier 3 is suspended by means of stay cables 4.
- Anchoring areas for the stay cables 4 on the pylon 2 and the carriage 3 are formed by a clamping channel, which consists essentially of a steel
- Saving tube 5 is made by the pylon 2 and the carriageway carrier 3rd
- the clamping channel or the recess tube 5 serves to receive a respective stranded cable 4.
- Fig. 2 shows the marked in Fig. 1 with "II" lower anchorage area on a larger scale again. It can be seen a coaxially along a first longitudinal axis 6 extending recess tube 5, which penetrates the carriageway carrier 3 and ends flush with its underside an abutment pedestal 7 present there. At the
- the recess tube 5 forms a supernatant.
- the anchoring area in the area of the pylon 2 is essentially designed accordingly, taking into account necessary modifications for adaptation to the local conditions.
- the tension member 4 which is formed in the present example by a bundle of individual elements 8 such as steel wire strands, which are arranged within a protective tube 9.
- the annular gap between the protective tube 9 and the individual elements 8 can be filled with a hardening corrosion protection compound.
- the tension member longitudinal axis is identified by the reference numeral 12.
- the individual elements 8 extend parallel to each other at a close radial distance parallel to each other. In order to provide sufficient space for the anchoring of the individual elements 8, the individual elements 8 are spread in the anchoring area within the recess tube 5 in the direction of anchoring.
- the individual elements 8 are surrounded by a Ringzugelement 10 sleeve-like, which in turn has on its outer circumference elastomeric bearing 11.
- the individual elements 8 are fixed by means of wedges in an anchor block 13, which is connected via an external thread with a ring nut 14 in engagement.
- the ring nut 14 is supported on a support plate 15, which in turn rests on the abutment base 7 and the tensile forces from the tension member 4 enters the structure 1.
- a cap 16 that is tight with the
- Ring nut 14 connected and filled with a corrosion protection compound surrounds the free ends of the individual elements eighth
- the tension member 4 is surrounded by a HDPE piping 17, which ends at an axial distance in front of the recess tube 5. Due to manufacturing and assembly tolerances and load-related
- the tension member 4 is in the region of the Ringzugelements 10 by means of a support against
- the support element 18 is already adjusted during its mounting on the existing eccentricity E of the longitudinal axis 12 relative to the longitudinal axis 6.
- Figures 3 to 5 and 7 show the arrangement according to the invention in each case in an exploded view.
- the end of the recess tube 5 can be seen with the individual components of the support element 18 according to the invention to be connected to the recess tube 5.
- the outer circumference of the support element 18 forms
- FIG. 6 An axial view of the annular flange 20 is shown in FIG. 6, view A-A.
- annular flange 20th With the annular flange 20, an adjoining in the axial direction adapter ring 23 cooperates, which encloses a central opening 30.
- Outer circumference has a concentric longitudinal axis 6 encircling a recess resulting edge recess 24.
- a first stepped, axially loadable support surface 25 'and a radially loadable support surface 25 "(FIG. 7) are created the support surface 25 'rests against the annular flange 20 of the recess tube 5.
- the adapter ring 23 can be rotated arbitrarily about the longitudinal axis 6 for setting a predetermined first part eccentricity Ei. From Figures 3 to 6 and in particular Figure 7 also goes to the concrete
- the edge recess 29 in the adapter ring 23 serves for the axial connection of a tubular support member 18, which is composed of a tubular portion 31 whose inner periphery is intended to support the tension member 4, and an eccentric flange 32 fixed to the adapter ring 23 facing the end of the tubular Section 31 is connected.
- the longitudinal axis of the tubular portion 31 coincides with the axis 12 of the tension member 4.
- the eccentric flange 32 has a peripheral outer edge recess 26, by means of which - in a manner analogous to that of the adapter ring 23 - a second axially loadable support surface 33 'and a radially loadable support surface 33 "are created Adapter ring 23 and eccentrically to the opening of the tubular portion 31 and the axis 12, resulting in a second partial eccentricity E 2 results.
- the second axially loadable bearing surface 33 'of the eccentric flange 32 is formed complementary to the second axially loadable bearing surface 27' of the adapter ring 23.
- the clamping ring 34 has an opening 35 whose diameter is smaller than the outer periphery of the Exzenterflansches 32 so that in each position an axial abutment of Clamping ring 34 is ensured on Exzenterflansch 32.
- the opening 35 can extend both centrally and eccentrically relative to the outer circumference of the clamping ring 34.
- axial through holes 36 are arranged, whose hole pattern corresponds to that of the annular flange 20, so that the clamping ring 34 by means of the axial
- Clamping pin 37 and associated nuts 38 can be clamped under clamping of the adapter ring 23 and Exzenterflansches 32 against the annular flange 20 (Fig. 5 and 8).
- the eccentricity E of the tension member 4 with respect to the longitudinal axis 6 of the recess tube 5 is measured.
- the relative desired position of the adapter ring 23 relative to the recess tube 5 and the relative desired position of the support element 18 relative to the adapter ring 23 can then be determined.
- the only degree of freedom to achieve the desired position is the individual rotation of the adapter ring 23 and the support member 18 about their longitudinal axes, wherein in each case the radial direction of the part eccentricity E ⁇ or E 2 can be adjusted.
- Vector addition of the partial eccentricities E 1 and E 2 results in this way in the dimension and the direction of the total eccentricity E.
- Adapter ring 23 and support member 18 are thus in view of the existing eccentricity E and taking into account the previously determined directions of Operaxzentrizticianen E ⁇ and E. 2 of the tension member 4 set in the axial direction on the end of the recess tube 5 and clamped by means of the clamping ring 34, the clamping bolt 37 and nuts 38 against the annular flange 20 and thereby fixed in the required relative position to each other. This state is partially shown in Fig. 8.
- FIGS. 10a to 10c show, by way of example, three possible case designs of FIG
- Fig. 10a shows the centric position of the tension member 4 within the recess tube 5
- Fig. 10b a relative Position of the tension member 4 with respect to the recess tube 5, in which the maximum compensated eccentricity E is reached
- Fig. 10c the most common rule case in which the eccentricity E of the tension member 4 is smaller than the maximum compensatory eccentricity E.
- point 39 marks the longitudinal axis 6 of the recess tube 5
- point 39 ' the position of the axis 28 due to the Generalxzentriztician egg after adjusting the adapter ring 23 and point 39 "the position of the longitudinal axis 12 of the tension member 4 after adjusting the eccentricity E 2 by rotating the support member 18 and superposition of the both eccentricities E, and E 2.
- the tension member longitudinal axis 12 within the
- Parts eccentricity E ⁇ of the adapter ring 23 and the part eccentricity E 2 of the support member 18 point in the same direction, so add up.
- FIG. 8 shows a partial longitudinal section through the connection region of adapter ring 23 and support element 30 to the recess tube 5
- Embodiment largely corresponds to that described in Figures 1 to 7, so that what is said there applies and use the same reference numerals.
- the embodiment shown in Fig. 8 on a support ring 40 which bridges the axial distance between the annular flange 20 and clamping ring 34.
- Support ring 40 extends over the entire circumference radially outside the
- Through holes 22 and 36 is preferably welded to the annular flange 20 or the clamping ring 34.
- FIGS. 9a to 9d wherein FIG. 9a relates to a simplified embodiment. The one shown there
- the adapter ring 23 ' is formed by a planar annular disk whose outer circumference is concentric with the inner circumference. Also concentric with the outer periphery is a first pitch circle with a series of tapped holes
- the hole pattern corresponds to the hole pattern of the through holes 22 in the annular flange 20.
- a second circle of holes with a smaller diameter is eccentric with respect to the first circle of holes and concentric with the inner circumference of the adapter ring 23 ', wherein its hole pattern corresponds to the hole pattern of the through holes 36 in the clamping ring 34.
- the adjustment of the eccentricity ⁇ by rotating the adapter ring 23 ' is possible only in stages in the circumferential distance of the through holes 22.
- the threaded holes of the second pitch circle serve to connect the
- FIG. 9b shows a first further development of the embodiment shown in FIG. 9a, in which the support element 18 is steplessly adjustable to the part eccentricity E 2 .
- the recess tube 5 and the connection of the adapter ring 23 "to the recess tube 5 corresponds to that described under FIG. 9a.
- the embodiment according to FIG. 9b differs from that described in FIG. 9a in that the second bolt circle in the adapter ring 23 "has a larger diameter than the outer circumference of the eccentric flange 32 to be connected axially. In this way, the bolts 44 lie radially outside the eccentric flange 32 and exert via the clamping ring 34 only a clamping force in the outermost edge region of the Exzenterflansches 32.
- a spacer ring 46 is arranged between adapter ring 23 "and clamping ring 34, which is penetrated by the screws 44.
- the spacer ring 46 can be loose between the adapter ring 23" and the clamping ring 34 be inserted or be formed as an annular shoulder on the adapter ring 23 "or clamping ring 34.
- Klemmflansch 47 be penetrated by the screws 42 spacer ring 43, which is loosely inserted between the two parts or as an annular shoulder on the
- FIG. 9d corresponds to a combination of the embodiments shown in FIGS. 9b and 9c which, by clamping fastening of the adapter ring 23 "on the annular flange 20 of the recess tube 5 and on the eccentric flange 32 of the support element 18, continuously adjust both the partial eccentricity Ei as well as the part eccentricity E 2 allowed.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Clamps And Clips (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE201110106431 DE102011106431B3 (en) | 2011-07-04 | 2011-07-04 | Arrangement for supporting a tension member, in particular a stay cable, transversely to its longitudinal direction |
PCT/EP2012/002612 WO2013004350A1 (en) | 2011-07-04 | 2012-06-21 | Arrangement for supporting a brace, in particular a stay cable, transversely to the longitudinal extent thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2729621A1 true EP2729621A1 (en) | 2014-05-14 |
EP2729621B1 EP2729621B1 (en) | 2015-07-29 |
Family
ID=46354146
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP12729356.1A Active EP2729621B1 (en) | 2011-07-04 | 2012-06-21 | Arrangement for supporting a brace, in particular a stay cable, transversely to the longitudinal extent thereof |
Country Status (5)
Country | Link |
---|---|
US (1) | US9009899B2 (en) |
EP (1) | EP2729621B1 (en) |
DE (1) | DE102011106431B3 (en) |
ES (1) | ES2549957T3 (en) |
WO (1) | WO2013004350A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108026706A (en) * | 2015-08-31 | 2018-05-11 | Vsl 国际股份公司 | Cable anchor system |
Families Citing this family (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR3012479B1 (en) * | 2013-10-31 | 2016-01-01 | Soletanche Freyssinet | CABLES VIBRATION DAMPING DEVICE OF AN ART WORK SUSPENSION SYSTEM |
DE102017206257A1 (en) | 2017-04-11 | 2018-10-11 | Dywidag-Systems International Gmbh | De-icer and icing prevention device for the casing of a tendon, tendon with such a device and structure with at least one such tendon |
US11001978B2 (en) * | 2017-07-28 | 2021-05-11 | Sumitomo Electric Industries, Ltd. | Concrete structure |
CN108755406A (en) * | 2018-06-21 | 2018-11-06 | 柳州欧维姆机械股份有限公司 | A kind of bridge built-in pipe error-correction structure |
CN108755408A (en) * | 2018-06-21 | 2018-11-06 | 柳州欧维姆机械股份有限公司 | A kind of bridge built-in pipe error-correction structure |
CN109778698A (en) * | 2019-01-30 | 2019-05-21 | 柳州市桥厦缆索制品有限公司 | A kind of cable-stayed bridge saddle with antiskid key apparatus |
CN110468687B (en) * | 2019-09-09 | 2024-05-14 | 柳州欧维姆机械股份有限公司 | Bridge embedded pipe structure assembly with large-angle deviation correcting structure and method for correcting embedded pipe by using bridge embedded pipe structure assembly |
CN112227208B (en) * | 2020-09-23 | 2022-03-29 | 中铁大桥局集团有限公司 | Monitoring and forecasting method for construction period and operation period of suspension bridge cable clamp screw |
CN112609576B (en) * | 2020-11-19 | 2022-05-31 | 中铁二局集团有限公司 | Method and device for positioning and installing spatial attitude of stay cable guide pipe |
CN112813833B (en) * | 2020-12-31 | 2022-12-27 | 中交路桥华南工程有限公司 | Installation method of cableway pipe |
CN113445518B (en) * | 2021-05-24 | 2022-12-06 | 龙岩市福化环保科技有限公司 | Application method of industrial solid waste landfill construction device |
CN113982193A (en) * | 2021-10-29 | 2022-01-28 | 衡阳市新德力交通材料有限公司 | Recoverable ground tackle |
CN114293454A (en) * | 2021-12-02 | 2022-04-08 | 中铁第四勘察设计院集团有限公司 | Tower column, cable tower abdominal wall windowing type anchoring structure and cable-stayed bridge |
CN114293453B (en) * | 2021-12-02 | 2023-12-05 | 中铁第四勘察设计院集团有限公司 | Tower column, cable tower web wall penetrating type anchoring structure and cable-stayed bridge |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3434620A1 (en) | 1984-09-21 | 1986-04-03 | Dyckerhoff & Widmann AG, 8000 München | SUPPORT OF A FREE TENSION LINK, PREFERABLY A CABLE ROPE OF A CABLE BRIDGE |
DE3437108A1 (en) * | 1984-10-10 | 1986-04-10 | Dyckerhoff & Widmann AG, 8000 München | DEVICE FOR USE IN THE ASSEMBLY OF A TENSION MEMBER OF STEEL WIRE, STRAND, OR THE LIKE |
DE29504739U1 (en) * | 1995-03-20 | 1995-05-18 | Dyckerhoff & Widmann AG, 81902 München | Corrosion-protected tension member, primarily external tendon for prestressed concrete without bond |
DE29517250U1 (en) * | 1995-10-31 | 1995-12-14 | Dyckerhoff & Widmann AG, 81902 München | Support a free tension member, preferably a stay cable of a stay cable bridge |
DE20014322U1 (en) * | 2000-08-19 | 2002-01-10 | Dyckerhoff & Widmann AG, 81829 München | Support of a free tension member, in particular a stay cable for a stay cable bridge |
SI1606456T1 (en) * | 2003-03-24 | 2010-05-31 | Soletanche Freyssinet | Construction cable |
DE202004008620U1 (en) * | 2004-06-01 | 2005-10-13 | Dywidag-Systems International Gmbh | Formation of a corrosion-protected tension member in the region of a deflection point arranged on a support, in particular of an inclined cable on the pylon of a cable-stayed bridge |
DE202004008621U1 (en) * | 2004-06-01 | 2005-10-06 | Dywidag-Systems International Gmbh | Forming a corrosion-protected tension member in the area of its entry into a structure, in particular a stay cable on the pylon of a cable-stayed bridge |
FR2897623B1 (en) * | 2006-02-17 | 2008-04-11 | Eiffage Tp Sa | DEVICE FOR PROTECTING THE FIRE OF A CABLE OR THE LIKE OF ART OR CIVIL ENGINEERING |
ES2618372T3 (en) * | 2010-03-26 | 2017-06-21 | Vsl International Ag | Bridge seat and procedure to protect threads in said bridge seat from corrosion |
BR112012023677B1 (en) * | 2010-03-26 | 2022-03-15 | Vsl International Ag | Sealing arrangement for a building element and building element |
-
2011
- 2011-07-04 DE DE201110106431 patent/DE102011106431B3/en not_active Expired - Fee Related
-
2012
- 2012-06-21 WO PCT/EP2012/002612 patent/WO2013004350A1/en active Application Filing
- 2012-06-21 EP EP12729356.1A patent/EP2729621B1/en active Active
- 2012-06-21 ES ES12729356.1T patent/ES2549957T3/en active Active
-
2014
- 2014-01-06 US US14/147,975 patent/US9009899B2/en not_active Expired - Fee Related
Non-Patent Citations (1)
Title |
---|
See references of WO2013004350A1 * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108026706A (en) * | 2015-08-31 | 2018-05-11 | Vsl 国际股份公司 | Cable anchor system |
CN108026706B (en) * | 2015-08-31 | 2020-01-14 | Vsl 国际股份公司 | Cable anchoring system |
Also Published As
Publication number | Publication date |
---|---|
US9009899B2 (en) | 2015-04-21 |
US20140115984A1 (en) | 2014-05-01 |
ES2549957T3 (en) | 2015-11-03 |
WO2013004350A1 (en) | 2013-01-10 |
DE102011106431B3 (en) | 2012-10-25 |
EP2729621B1 (en) | 2015-07-29 |
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Legal Events
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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 |
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17P | Request for examination filed |
Effective date: 20131121 |
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