EP0545854A1 - Mandrin d'attache travaillant en cisaillement - Google Patents

Mandrin d'attache travaillant en cisaillement Download PDF

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Publication number
EP0545854A1
EP0545854A1 EP92810832A EP92810832A EP0545854A1 EP 0545854 A1 EP0545854 A1 EP 0545854A1 EP 92810832 A EP92810832 A EP 92810832A EP 92810832 A EP92810832 A EP 92810832A EP 0545854 A1 EP0545854 A1 EP 0545854A1
Authority
EP
European Patent Office
Prior art keywords
mandrel
sleeve
bearing element
limiting
bearing
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
Application number
EP92810832A
Other languages
German (de)
English (en)
Other versions
EP0545854B1 (fr
Inventor
Toni H. Erb
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP0545854A1 publication Critical patent/EP0545854A1/fr
Application granted granted Critical
Publication of EP0545854B1 publication Critical patent/EP0545854B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02—Stairways; Layouts thereof
    • E04F11/022—Stairways; Layouts thereof characterised by the supporting structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/483—Shear dowels to be embedded in concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02—Stairways; Layouts thereof
    • E04F11/104—Treads
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
    • E04B2001/8254—Soundproof supporting of building elements, e.g. stairs, floor slabs or beams, on a structure
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00—Joints and connections
    • Y10T403/45—Flexibly connected rigid members
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00—Joints and connections
    • Y10T403/55—Member ends joined by inserted section
    • Y10T403/557—Expansible section

Definitions

  • the invention relates to a shear connector assembly comprising a mandrel element to be anchored in a first component and a bearing element to be anchored in a second component, the mandrel element being floatingly supported in the bearing element by means of at least one elastic element.
  • Impact sound insulation is a very acute problem in many buildings, especially when it is a matter of soundproofing stairways and false ceilings in concrete, steel, brick or cement stone structures from the load-bearing vertical walls.
  • various types of impact sound insulation units with a mandrel and associated sleeve are known, which are usually iron or steel mandrels with a specific cross-section, which are solidly walled on one side in the end faces of the staircase or the false ceiling and on the other side in a sleeve firmly anchored in the vertical wall.
  • the sleeve is lined with a sound-absorbing elastic material (rubber, plastic, etc.).
  • An arrangement of the type mentioned is z. B. from CH-PS 596 397 known. It is a device for absorbing shear forces between a fixedly arranged first plate and a second plate lying thereon. A bolt, which is concreted in the first plate, projects into a sleeve lined with a buffer body and concreted in the second component. The fact that there is no fixed connection between the two plates means that vibrations are only damped from one plate to the other.
  • the object of the invention is to provide a shear connector connection arrangement of the type mentioned at the outset which avoids the problems existing in the prior art and is distinguished by high sound insulation.
  • the solution is that means for limiting movement amplitudes are formed on the bearing element and / or on the mandrel element in such a way that the elastic element cannot be excessively stressed and consequently damaged in the short or long term.
  • the essence of the invention is therefore that means are provided on the bearing element or on the mandrel element or on both, which prevent the entire deflection from having to be absorbed by the elastic element in the case of strong movement amplitudes (impacts, dilatation). Smaller movement amplitudes resp. Sound vibrations can still be completely absorbed by the elastic element, so that the sound-absorbing effect is fully retained.
  • the bearing element has an outer sleeve which, as an elastic element, has a lining made of elastic material. Furthermore, the bearing element has an axial cavity with an opening on its front side for receiving the mandrel element.
  • the means for limiting movement amplitudes are formed by at least one preferably annular attachment on the front of the bearing element. In the area of the approach mentioned, the elastic material that is responsible for sound insulation with normal movement amplitudes is not available.
  • a sleeve In order to support the mandrel element in the axial direction in a sliding manner, a sleeve is provided which delimits the cavity for receiving the mandrel element.
  • the elastic element is located between the inner and outer sleeve.
  • the means for limiting the movement amplitudes are formed on the front of the two sleeves.
  • a ring-like, preferably circumferential radial gap is provided between the means for limiting the movement amplitudes.
  • the width of the gap is less than the (radial) thickness of the elastic element.
  • the gap width defines the maximum possible compression of the elastic element between the inner and outer sleeve.
  • the means for limiting the amplitude of movement comprise radially outwards respectively. inward-looking approaches resp. Flanges that rest on a counterpart (e.g. also a flange) in the event of excessive load. Instead of flanges, several separate ribs, bolts, etc. can also be provided.
  • the inner and outer sleeves are cylindrical and are arranged coaxially one inside the other.
  • Such a storage element absorbs or. blocks vibrations resp. Shocks or dilations perpendicular to the longitudinal axis are equally good regardless of the directions.
  • a nail plate is advantageously provided on the front for fixing the bearing element to a formwork wall for concreting.
  • This plate can also embody part of the amplitude limiting means.
  • the mandrel element has an outer dimensionally stable mandrel sleeve, which at least is partially filled with a sound-absorbing filler.
  • a mandrel element has a higher internal damping than a monolithic mandrel z. B. made of steel. Sound waves are therefore at least partially suppressed by the mandrel element itself. In combination with the floating bearing in the bearing element, there is a particularly good impact sound insulation effect.
  • mandrel construction according to the invention is that the mandrel has a larger outer diameter than a monolithic version if it should meet the same shear stress, which leads to a larger contact surface of the mandrel element in the bearing element or. leads to a lower local stress on the elastic element.
  • a mandrel core is embedded in the filling element, which holds the mandrel connection arrangement together in an emergency, particularly in the event of a breakage of the mandrel sleeve.
  • the mandrel sleeve is preferably made of stainless steel or a similar durable and resilient material.
  • the mandrel core can be made of iron or steel. It is preferably arranged centrally in the mandrel sleeve.
  • the annular space between the mandrel sleeve and mandrel core is filled with z. B. filled in cement.
  • mandrel element according to the invention can of course also be used independently of the bearing element according to the invention.
  • FIG. 1 shows the shear connector connection arrangement according to the invention in a typical position of use.
  • a z. B. embedded in a wall bearing element 1 receives a mandrel element 2, which in turn z. B. is horizontally concreted in a ceiling.
  • the bearing element 1 has a tubular outer sleeve 3, which with an elastic element 5, for. B. a layer of neoprene, natural rubber, etc. is lined.
  • An inner sleeve 4 is embedded in the elastic element 5 coaxially with the outer sleeve 3.
  • the inner cross section of the inner sleeve 4 is matched to the outer cross section of the mandrel element 2. That is, the mandrel element 2 is in one Cavity 6 of the bearing element 1 with little play and slidably mounted in the axial direction.
  • the inner sleeve 4 is somewhat less long than the outer sleeve 3, so that it is also covered in the axial direction by the elastic element 5 at the rear end of the bearing element to be concreted.
  • the inner sleeve 4, respectively. the mandrel element supported in this is thus floatingly supported both in the radial and in the axial direction. The absence of any sound bridges results in good sound insulation.
  • a nail plate 7 is provided on the front side of the bearing element 1.
  • This is e.g. B. square and has nail holes 10 in the corners for fastening the bearing element 1 on the inside of the formwork when concreting.
  • the bearing element 1 has means for preventing movement amplitudes which could damage the elastic element 5 over time.
  • These are stop elements attached in pairs at a suitable distance from one another.
  • annular disc 8 is attached to the front of the inner sleeve 4, which is open towards the front. This has the same inner diameter as the inner sleeve 4. However, it forms a stop projecting radially outward beyond the outer diameter of the inner sleeve 4.
  • An opposite spaced stop is formed by the inner edge 7.1 of the nail plate 7.
  • this is provided with a circular opening, which is on the one hand in diameter is slightly smaller than the inside diameter of the outer sleeve 3 and, on the other hand, is larger than the outside diameter of the ring disk 8 by a predetermined amount.
  • a radial, annular gap 9 is thus formed between the ring disk 8 and the edge 7.1 of the nail plate 7. Its width is less than the radial thickness of the elastic element 5. The elastic element 5 can therefore not be compressed more than the gap 9 is wide. Larger amplitudes of movement are blocked in this way.
  • Inner and outer sleeve 4 respectively. 3 exist z. B. from a suitable steel.
  • the outer sleeve 3 is in the present example as a tube, i.e. H. shown without rear cover (bottom).
  • the inner sleeve 4 has such a bottom at the rear end, i. H. it is designed like a can.
  • the outer sleeve 3 can also be provided with such a base if this is indicated due to the circumstances.
  • the sleeve 4 can be designed without a bottom.
  • the elastic element preferably fills the entire space between the inner and outer sleeve 4, respectively. 3 out. It can e.g. B. be realized by a rubber with small cavities, with the cavities, a desired elasticity. radial spring action can be adjusted.
  • the stop elements do not necessarily have to be realized on the front as an annular disk and nail plate with a gap in between. It can e.g. B. also act on stop elements which are provided at another axial location. Possible, but less preferred, are e.g. B. at regular (azimuthal) intervals between the inner and outer sleeve arranged longitudinal ribs with opposite stop surfaces.
  • the washer 8 can also be omitted if, for. B. the inside diameter of the opening of the nail plate 7 is chosen to be correspondingly smaller, so that either the axially slightly protruding inner sleeve 4 or the mandrel element 2 itself act as an amplitude-limiting stop surface.
  • Outer sleeve 3, inner sleeve 4, nail plate 7 and washer 8 are preferably made of stainless steel.
  • the mandrel element 2 is preferably not a monolithic steel element, as in the prior art, but a composite element with high internal damping.
  • a mandrel core 12 is embedded in a mandrel sleeve 11 by means of filling material 13.
  • the mandrel sleeve 11 is, for. B. a steel tube of suitable length.
  • an iron rod is arranged coaxially as a mandrel core 12.
  • the existing between mandrel sleeve 11 and mandrel core 12 is, for. B. filled with cement as filler 13.
  • the mandrel element 2 is typically cylindrical and has a length that is two to three times as large as that of the cavity 6 of the bearing element 1. In the position of use, the mandrel element 2 is typically supported in the bearing element 1 by approximately one third of its length. A small part of the cavity 6 remains free for axial displacements (dilatation displacements).
  • the mandrel sleeve 11 is dimensioned such that it is able to absorb all of the shear forces acting on the mandrel element 2. In the normal case, only this z. B. trained as a steel tube part. At the same time, it is advisable to dimension the mandrel core 12 such that if the mandrel sleeve 11 breaks, it is also able to absorb all of the shear forces acting on the shear mandrel connection. In this way, security is significantly increased compared to conventional units.
  • the pin 14 can also be omitted in a suitably chosen manufacturing process. Another pourable, hardening material can be used instead of cement. If the additional security resp. Strength, which is due to the mandrel core 12 is not desired, then it can also be omitted.
  • the mandrel sleeve 11 is then completely filled with the insulating filler 13.
  • a double shear connector can also be useful for larger loads (cf. EP-0 127 631 B1).
  • FIGS. 1 and 2 The embodiment described with reference to FIGS. 1 and 2 is largely rotationally symmetrical. If necessary, other cross-sectional shapes (rectangular, square, hexagonal etc.) can of course also be selected.
  • the mandrel element 2 need not necessarily be slidably mounted. Accordingly, it is not excluded to omit the inner sleeve 4.
  • the invention has created a shear connector connection arrangement which is distinguished by a high sound insulation effect, in particular for impact sound, by a long service life and increased mechanical safety.

Landscapes

  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Vibration Prevention Devices (AREA)
  • Joints Allowing Movement (AREA)
  • Body Structure For Vehicles (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
  • Shaping Of Tube Ends By Bending Or Straightening (AREA)
  • Electrostatic Separation (AREA)
  • Insulating Bodies (AREA)
  • Replacement Of Web Rolls (AREA)
  • Bending Of Plates, Rods, And Pipes (AREA)
  • Paper (AREA)
  • Coupling Device And Connection With Printed Circuit (AREA)
  • Mechanical Coupling Of Light Guides (AREA)
  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
  • Sliding-Contact Bearings (AREA)
  • Shafts, Cranks, Connecting Bars, And Related Bearings (AREA)
EP92810832A 1991-11-29 1992-10-28 Mandrin d'attache travaillant en cisaillement Expired - Lifetime EP0545854B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH350391 1991-11-29
CH3503/91 1991-11-29

Publications (2)

Publication Number Publication Date
EP0545854A1 true EP0545854A1 (fr) 1993-06-09
EP0545854B1 EP0545854B1 (fr) 1996-01-17

Family

ID=4257398

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92810832A Expired - Lifetime EP0545854B1 (fr) 1991-11-29 1992-10-28 Mandrin d'attache travaillant en cisaillement

Country Status (11)

Country Link
US (1) US5344251A (fr)
EP (1) EP0545854B1 (fr)
JP (1) JPH05215129A (fr)
AT (1) ATE133224T1 (fr)
AU (1) AU663896B2 (fr)
CA (1) CA2083298A1 (fr)
DE (1) DE59205104D1 (fr)
DK (1) DK0545854T3 (fr)
ES (1) ES2084327T3 (fr)
HK (1) HK1005602A1 (fr)
NO (1) NO180728C (fr)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0685613A1 (fr) * 1994-06-03 1995-12-06 F.J. Aschwanden AG Dispositif de reprise et de transfert d'efforts tranchants entre deux éléments de construction
DE4429605A1 (de) * 1994-08-20 1996-02-22 Schoeck Bauteile Gmbh Trittschalldämmendes Auflagerelement
EP0716192A2 (fr) * 1994-12-12 1996-06-12 Egco Ag Lit support pour mandrin à charge transversale
EP0736643A1 (fr) * 1995-04-08 1996-10-09 SCHÖCK BAUTEILE GmbH Elément isolant pour palier avec isolation phonique des parties de bâtiments
DE19700765A1 (de) * 1997-01-11 1998-07-16 Elasto Gleitlager Technik Gmbh Querkraftdornlager
WO1999025934A1 (fr) * 1997-11-17 1999-05-27 Pecon Ag Support de mandrin a force de cisaillement
DE10026289A1 (de) * 2000-05-26 2001-12-06 Asd Herzog & Partner Handelsge Querkraftdornlager
DE102004025762B4 (de) * 2003-07-15 2007-07-12 Müller, Hellmut Verankerung einer freitragenden Holztreppe
WO2008115075A1 (fr) * 2007-03-19 2008-09-25 Svein Berg Holding As Dispositif de liaison
FR2980223A1 (fr) * 2011-09-19 2013-03-22 Eurobeton France Ossature de batiment en beton prefabriquee ayant des caracteristiques antisismiques
CH707321A1 (de) * 2012-12-12 2014-06-13 Spaeter Zug Ag Dehnfugenkonstruktionselement.
EP3960944A1 (fr) 2020-08-28 2022-03-02 H-Bau Technik GmbH Dispositif de liaison par force transversale d'un premier composant en béton à un second composant

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10323406B2 (en) * 2017-01-16 2019-06-18 Midwest Concrete & Masonry Supply, Inc. Floor dowel sleeve for concrete slab seams
US10662642B2 (en) 2018-04-03 2020-05-26 Midwest Concrete & Masonry Supply, Inc. Floor dowel sleeve with integral spacing chambers
CN111997204B (zh) * 2020-08-20 2021-12-17 全学友 横向位置可调的装配式竖向构件连接结构及其施工方法
FR3114626A1 (fr) * 2020-09-30 2022-04-01 Commissariat A L'energie Atomique Et Aux Energies Alternatives Virole auto-amortie

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2161840A1 (de) * 1971-12-13 1973-06-20 Seltra Bauteile Entwicklung Gm Halterung fuer treppenstufen
CH596397A5 (en) * 1976-09-24 1978-03-15 Traugott Schoop Car park building slabs shearing force absorption
DE2935781A1 (de) * 1979-09-05 1981-04-02 Hans 7067 Plüderhausen Kugel Vorrichtung zur befestigung der trittstufen einer treppe
DE3024174A1 (de) * 1980-06-27 1982-01-21 Fa. Wilfried Knauth, 4350 Recklinghausen Befestigungsanker fuer freitragende treppen
DE3543535C1 (en) * 1985-12-10 1987-04-23 Philipp Dennis Christopher Securing means for the wall-side ends of the tread boards of a stairway
DE3916819C1 (en) * 1989-05-23 1990-11-08 Thumm & Co, 7440 Nuertingen, De Sound insulator for stairs - has bolts fitting through steps and coupled via end connector

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1743492A (en) * 1927-08-02 1930-01-14 Harry E Sipe Resilient plug, dowel, and coupling pin
US1859038A (en) * 1931-06-22 1932-05-17 Outboard Motors Corp Handle mounting
US2214177A (en) * 1939-03-29 1940-09-10 Raybould Coupling Company Coupling and joint formed thereby
GB576173A (en) * 1944-02-21 1946-03-21 Silentbloc Improvements in or relating to flexible or shock absorbing mountings
US2904379A (en) * 1958-05-22 1959-09-15 Rada Products Company Hollow support structures having hidden connecting means
DE2728216B2 (de) * 1977-06-23 1979-09-06 Neucon Maschinen- Und Bausysteme Gmbh U. Co Kg, 7100 Heilbronn Wandseitige Verankerung für eine Treppe und Schalldämpfungshülse
DE3020141A1 (de) * 1980-05-27 1981-12-03 Friedrich 7250 Leonberg Eger Schallisolierte lagerung eines treppenlaufs
DE3120735A1 (de) * 1981-05-25 1982-12-09 Spreng & Co, 7170 Schwäbisch-Hall Stockwerkstreppe aus trittplatten
CH659101A5 (de) * 1982-12-01 1986-12-31 Anton Erb Schubduebel.
GB8619240D0 (en) * 1986-08-06 1986-09-17 Dunlop Ltd Elastomeric mounting

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2161840A1 (de) * 1971-12-13 1973-06-20 Seltra Bauteile Entwicklung Gm Halterung fuer treppenstufen
CH596397A5 (en) * 1976-09-24 1978-03-15 Traugott Schoop Car park building slabs shearing force absorption
DE2935781A1 (de) * 1979-09-05 1981-04-02 Hans 7067 Plüderhausen Kugel Vorrichtung zur befestigung der trittstufen einer treppe
DE3024174A1 (de) * 1980-06-27 1982-01-21 Fa. Wilfried Knauth, 4350 Recklinghausen Befestigungsanker fuer freitragende treppen
DE3543535C1 (en) * 1985-12-10 1987-04-23 Philipp Dennis Christopher Securing means for the wall-side ends of the tread boards of a stairway
DE3916819C1 (en) * 1989-05-23 1990-11-08 Thumm & Co, 7440 Nuertingen, De Sound insulator for stairs - has bolts fitting through steps and coupled via end connector

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0685613A1 (fr) * 1994-06-03 1995-12-06 F.J. Aschwanden AG Dispositif de reprise et de transfert d'efforts tranchants entre deux éléments de construction
DE4429605A1 (de) * 1994-08-20 1996-02-22 Schoeck Bauteile Gmbh Trittschalldämmendes Auflagerelement
EP0716192A2 (fr) * 1994-12-12 1996-06-12 Egco Ag Lit support pour mandrin à charge transversale
EP0716192A3 (fr) * 1994-12-12 1997-05-07 Egco Ag Lit support pour mandrin à charge transversale
EP0736643A1 (fr) * 1995-04-08 1996-10-09 SCHÖCK BAUTEILE GmbH Elément isolant pour palier avec isolation phonique des parties de bâtiments
DE19700765A1 (de) * 1997-01-11 1998-07-16 Elasto Gleitlager Technik Gmbh Querkraftdornlager
WO1999025934A1 (fr) * 1997-11-17 1999-05-27 Pecon Ag Support de mandrin a force de cisaillement
DE10026289C2 (de) * 2000-05-26 2002-10-10 Asd Herzog & Partner Handelsge Querkraftdornlager
DE10026289A1 (de) * 2000-05-26 2001-12-06 Asd Herzog & Partner Handelsge Querkraftdornlager
DE102004025762B4 (de) * 2003-07-15 2007-07-12 Müller, Hellmut Verankerung einer freitragenden Holztreppe
WO2008115075A1 (fr) * 2007-03-19 2008-09-25 Svein Berg Holding As Dispositif de liaison
CN101715501B (zh) * 2007-03-19 2012-05-16 斯文伯格控股公司 连接装置
FR2980223A1 (fr) * 2011-09-19 2013-03-22 Eurobeton France Ossature de batiment en beton prefabriquee ayant des caracteristiques antisismiques
CH707321A1 (de) * 2012-12-12 2014-06-13 Spaeter Zug Ag Dehnfugenkonstruktionselement.
EP2743415A1 (fr) * 2012-12-12 2014-06-18 SPAETER Zug AG Elément de construction de joints de dilatation
EP3960944A1 (fr) 2020-08-28 2022-03-02 H-Bau Technik GmbH Dispositif de liaison par force transversale d'un premier composant en béton à un second composant
DE102020005274A1 (de) 2020-08-28 2022-03-03 H-Bau Technik Gmbh Vorrichtung zur Querkraftverbindung eines ersten Bauteils aus Beton mit einem zweiten Bauteil

Also Published As

Publication number Publication date
US5344251A (en) 1994-09-06
AU663896B2 (en) 1995-10-26
CA2083298A1 (fr) 1993-05-30
JPH05215129A (ja) 1993-08-24
NO924596D0 (no) 1992-11-27
DK0545854T3 (da) 1996-02-12
NO180728B (no) 1997-02-24
NO180728C (no) 1997-06-04
DE59205104D1 (de) 1996-02-29
ATE133224T1 (de) 1996-02-15
EP0545854B1 (fr) 1996-01-17
ES2084327T3 (es) 1996-05-01
AU2844392A (en) 1993-06-03
NO924596L (no) 1993-06-01
HK1005602A1 (en) 1999-01-15

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