EP0814213A1 - Palier d'un boulon de force transversale - Google Patents

Palier d'un boulon de force transversale Download PDF

Info

Publication number
EP0814213A1
EP0814213A1 EP97810368A EP97810368A EP0814213A1 EP 0814213 A1 EP0814213 A1 EP 0814213A1 EP 97810368 A EP97810368 A EP 97810368A EP 97810368 A EP97810368 A EP 97810368A EP 0814213 A1 EP0814213 A1 EP 0814213A1
Authority
EP
European Patent Office
Prior art keywords
force mandrel
bearing
shear force
end plate
sleeve
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
EP97810368A
Other languages
German (de)
English (en)
Other versions
EP0814213B1 (fr
Inventor
Erich Müller
Stephane Nançoz
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.)
Pecon AG
Original Assignee
Pecon AG
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 Pecon AG filed Critical Pecon AG
Publication of EP0814213A1 publication Critical patent/EP0814213A1/fr
Application granted granted Critical
Publication of EP0814213B1 publication Critical patent/EP0814213B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/14—Dowel assembly ; Design or construction of reinforcements in the area of joints
    • 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

Definitions

  • the present invention relates to a transverse force mandrel bearing arrangement consisting of a transverse force mandrel, a transverse force mandrel bearing sleeve and at least one bearing basket holding the bearing sleeve, and also an end plate arranged to the side of the joint gap to be bridged.
  • Shear force mandrels are connection and pressure distribution elements for two concrete components running in the same plane, which are separated from each other by a joint.
  • a transverse force mandrel bearing which, as usual, consists of a transverse force mandrel, a transverse force mandrel bearing sleeve and a bearing basket holding the bearing sleeve.
  • an end plate arranged to the side of the joint gap to be bridged in the form of four crosswise arranged tabs. This end plate is only used to fix the transverse force mandrel bearing sleeve to a casing during the creation of the concrete plate in which the bearing sleeve is cast.
  • the storage basket consists of a number of closed loops made of reinforcing steel wires with a bent hook projecting inwards, in which the sleeve lies. The loops are therefore in planes parallel to the direction of the joint.
  • EP-A-0'193'494 shows a variant developed further after the shear force mandrel mounting described above.
  • the shear force bearing sleeve is held independently of the storage basket.
  • an assembly shoe is fastened to a front formwork into which an end plate, which is firmly connected to the transverse force mandrel sleeve, can be inserted.
  • a height-adjustable support rod is provided at the closed end of the transverse force mandrel bearing sleeve, which guarantees correct holding of the bearing sleeve during concreting.
  • the end plate only has a holding function during concreting.
  • the independent storage basket has corresponding steel rings, in which the sleeve and the transverse force mandrel are mounted on the one hand.
  • shear force mandrel storage high-quality steel is available, by means of which the forces can be transferred without any problems, but the pressure limit for concrete is significantly exceeded in the area of the shear force mandrel or the shear force mandrel sleeve. This problem can be reduced by the number of transverse force mandrels is increased in the direction of the expansion joint, but this leads to considerable additional costs.
  • a system from the company Perier and Partner is also known, in which two transverse force mandrels are arranged vertically one above the other.
  • the risk of not exceeding the pressure limit of concrete as a result has been experimentally reduced by arranging anchoring bars arranged transversely to the direction of the two transverse force mandrel sleeves in a rib connecting them perpendicular to the direction of the transverse force mandrels.
  • the increase in surface area achieved is relatively small, so that the problem mentioned is only slightly alleviated.
  • a system from the Aschwanden company is also known, which provides that the transverse force mandrel is held on one side in a cup which is poured with high-quality concrete.
  • the permissible pressure limit of the concrete is exceeded within the cup, but the force is transferred to the cup and the concrete running above the cup is relieved to such an extent that the permissible pressure limit is no longer exceeded here.
  • the storage problem of the transverse force mandrel or the transverse force mandrel sleeve is considerably increased during installation.
  • the area of the expansion joint F to be bridged lies in the area between the two parallel end plates 3, which lie flush in the end faces of the two concrete plates B to be connected.
  • the two concrete slabs B are only shown in dashed lines, since the entire transverse force mandrel mounting is shown in this figure per se in the non-installed state.
  • the transverse force mandrel mounting consists of two bearing baskets 10, 11, which are connected to one another only by a transverse force mandrel 1 bridging the joint F.
  • the lateral force mandrel 1 is held in the left bearing basket 10 in the drawing and the lateral force mandrel bearing sleeve 2 is held in the bearing basket 11 shown on the right in the figure.
  • the transverse force mandrel bearing sleeve 2 hereinafter also simply called the bearing sleeve, is drawn in section in the front part and in the rear part in the view.
  • Each storage basket 10, 11 consists of two parts that are firmly connected to one another, namely the end plate 3 on the one hand and a steel band 4 on the other hand.
  • the dimensions of the two end plates 3 are identical.
  • the length 1 of each end plate 3 is less than the thickness of the concrete plate in which it is installed. However, it will preferably be made practically at least approximately as long as the thickness of the concrete slab.
  • the width of the end plate 3 is designated by b.
  • a steel band 4 is fastened to the end plate 3.
  • This steel band 4 is attached to the end plate 3 on the side remote from the joint. This is preferably done Attachment by welding.
  • the steel strip 4 is shown in its development in Figure 3.
  • the width b 'of the steel strip 4 is slightly smaller than the width b of the end plate 3.
  • the length of the steel strip is denoted by l'.
  • a through hole 5 is punched, the diameter of which corresponds to the diameter of the transverse force mandrel or the diameter of the transverse force mandrel bearing sleeve 2, depending on whether the band 4 to the bearing basket 10, which holds the transverse force mandrel 1, or to the bearing basket 11, which Sleeve 2 carries, heard.
  • the end plate 3 and the steel band 4 together form an approximately trapezoidal loop in the side view.
  • the steel strips 4 thus have two legs 6 of equal length and inclined to one another, which are connected to one another by a section 7 which runs parallel to the respective end plate.
  • the through holes 5 mentioned are arranged centrally in the respective sections 7.
  • a plurality of vent holes 9 are provided in each leg 6 of the steel strip 4. This prevents 6 air pockets from forming under the legs when concreting in.
  • connection of the steel strips 4 to the end plates 3 can be made by means of weld seams 8 along the longitudinal edges of the legs 6, as is shown in the storage basket 10.
  • connection of the steel strips 4 to the end plates 3 can be made by means of weld seams 8 along the longitudinal edges of the legs 6, as is shown in the storage basket 10.
  • the shear force mandrel 1 can be held in the bearing basket 10 in a form-fitting manner by a dimensionally accurate design of the through hole 5 in the central section 7 of the steel strip 4 and an equally dimensionally accurate implementation of the shear force mandrel 1 by the corresponding end plate 3.
  • the transverse force mandrel bearing sleeve 2 is preferably attached to the bearing basket 11 in such a way that the sleeve 2 passes through the end plate 3 and is flush with the latter at the joint gap side.
  • the corresponding through hole 30 is advantageously punched in the end plate 3. This creates a slightly tapered hole into which the sleeve 2 can be inserted.
  • a conically tapering annular gap 31 remains between the sleeve 2 and the end plate 3, which facilitates the welding of the sleeve 2 and the end plate 3.
  • the circumferential weld seam is applied on the side remote from the joint gap F.
  • the weld seam itself is designated 32.
  • the sleeve 2 is only passed through the steel strip 4, but not firmly connected to it.
  • the advantage of the solution according to the invention is not only the simplicity of the construction, but it is also particularly advantageous statically. Thanks to the closed loop, which is formed by the end plate 3 and the steel band 4 on the other hand, a structurally highly resilient construction results. Furthermore, the compressive forces of the transverse force mandrel or the transverse force mandrel bearing sleeve 2 are optimally introduced into the respective end plate 3 on the one hand and into the steel strip 4 on the other hand. Thus, as the load-bearing surface of the transverse force mandrel or the transverse force mandrel bearing sleeve, not only their longitudinal sectional surface comes into play, but the entire width of the steel band 4 or the end plate 3, thereby preventing the permissible concrete pressure from being exceeded. Depending on the thickness of the concrete slabs and the loads to be transmitted, the width b of the end plate or the width b 'of the steel strips 4 and the transverse force mandrels are dimensioned accordingly.
  • the end plate 3 is dimensioned such that its length 1 is greater than the base of the trapezoidal loop, so that nail holes 33 can be made in the free corner areas of the end plate. This simplifies the assembly of the storage baskets on the formwork of the slabs to be concreted.

Landscapes

  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Bridges Or Land Bridges (AREA)
  • Shafts, Cranks, Connecting Bars, And Related Bearings (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Road Paving Structures (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Vehicle Body Suspensions (AREA)
  • Shaping Of Tube Ends By Bending Or Straightening (AREA)
  • Moulding By Coating Moulds (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Rolling Contact Bearings (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP97810368A 1996-06-19 1997-06-12 Palier d'un boulon de force transversale Expired - Lifetime EP0814213B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
CH1534/96 1996-06-19
CH153496 1996-06-19
CH01534/96A CH691066A5 (de) 1996-06-19 1996-06-19 Querkraftdornlagerung.

Publications (2)

Publication Number Publication Date
EP0814213A1 true EP0814213A1 (fr) 1997-12-29
EP0814213B1 EP0814213B1 (fr) 2001-09-05

Family

ID=4212680

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97810368A Expired - Lifetime EP0814213B1 (fr) 1996-06-19 1997-06-12 Palier d'un boulon de force transversale

Country Status (12)

Country Link
US (1) US5911538A (fr)
EP (1) EP0814213B1 (fr)
JP (1) JP4115554B2 (fr)
KR (1) KR100412928B1 (fr)
CN (1) CN1081708C (fr)
AT (1) ATE205276T1 (fr)
AU (1) AU716140B2 (fr)
CA (1) CA2206359C (fr)
CH (1) CH691066A5 (fr)
DE (2) DE29620638U1 (fr)
MY (1) MY117911A (fr)
TW (1) TW344008B (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005036881A1 (de) * 2005-08-02 2007-02-15 Peca-Verbundtechnik Gmbh Vorrichtung zum Erstellen einer Dehnfuge

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH692991A5 (de) * 1997-11-17 2003-01-15 Pecon Ag Querkraftdornlagerung.
DE10060527B4 (de) * 2000-12-06 2006-01-12 Institut für Fertigteiltechnik und Fertigbau Weimar e.V. Querkraft-Verbindung im Fertigteilbau
US9398996B2 (en) * 2003-09-25 2016-07-26 Metadome, Llc Embedment plate for pedestrian walkways with reinforced projections
DE102010017046A1 (de) 2010-05-21 2011-11-24 Max Frank Gmbh & Co Kg Vorrichtung zum Verbinden von zwei durch eine Fuge getrennte Bauteile und zur Aufnahme von zwischen den Bauteilen auftretenden Querkräften
DK2982807T3 (en) * 2014-08-07 2017-06-06 F J Aschwanden Ag Device for connecting two building elements separated by a joint
CN106223178A (zh) * 2016-09-23 2016-12-14 中国水利水电第四工程局有限公司 一种传力杆定位结构
KR101975259B1 (ko) * 2016-10-13 2019-05-07 김우석 교량의 비지지점 신축이음장치

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2194718A (en) * 1938-06-25 1940-03-26 Older Clifford Concrete road joint
US2494869A (en) * 1945-01-29 1950-01-17 William S Godwin Dowel assembly for concrete road joints
US2572552A (en) * 1946-08-21 1951-10-23 Donald E Willard Load transfer device
EP0032105A1 (fr) * 1980-01-04 1981-07-15 Ulisse C. Aschwanden Broche et douille pour la liaison d'éléments de construction en génie civil
EP0554483A1 (fr) * 1992-02-05 1993-08-11 Claude Meyers Elément de liaison et de répartition des contraintes pour éléments de construction en béton

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0119652B1 (fr) * 1983-03-16 1986-07-16 Heinz Witschi Elément de liaison et de répartition de pression pour éléments en béton
CA1274703A (fr) * 1985-02-27 1990-10-02 Heinz Witschi Element de raccordement et de repartition des pressions pour armature de betonnage
DK0773324T4 (da) * 1995-11-07 2006-08-14 Nivo Ag Indretning til forbindelse og til optagelse af tværkræfter fra to af en fuge adskilte byggeelementer

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2194718A (en) * 1938-06-25 1940-03-26 Older Clifford Concrete road joint
US2494869A (en) * 1945-01-29 1950-01-17 William S Godwin Dowel assembly for concrete road joints
US2572552A (en) * 1946-08-21 1951-10-23 Donald E Willard Load transfer device
EP0032105A1 (fr) * 1980-01-04 1981-07-15 Ulisse C. Aschwanden Broche et douille pour la liaison d'éléments de construction en génie civil
EP0554483A1 (fr) * 1992-02-05 1993-08-11 Claude Meyers Elément de liaison et de répartition des contraintes pour éléments de construction en béton

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005036881A1 (de) * 2005-08-02 2007-02-15 Peca-Verbundtechnik Gmbh Vorrichtung zum Erstellen einer Dehnfuge
DE102005036881B4 (de) * 2005-08-02 2012-06-14 Peca Verbundtechnik Gmbh Vorrichtung zum Erstellen einer Dehnfuge

Also Published As

Publication number Publication date
EP0814213B1 (fr) 2001-09-05
MY117911A (en) 2004-08-30
CH691066A5 (de) 2001-04-12
DE29620638U1 (de) 1997-02-20
DE59704511D1 (de) 2001-10-11
AU716140B2 (en) 2000-02-17
CN1178276A (zh) 1998-04-08
JPH1072803A (ja) 1998-03-17
CA2206359C (fr) 2005-09-13
AU2007597A (en) 1998-01-08
KR100412928B1 (ko) 2004-03-09
ATE205276T1 (de) 2001-09-15
CN1081708C (zh) 2002-03-27
CA2206359A1 (fr) 1997-12-19
US5911538A (en) 1999-06-15
TW344008B (en) 1998-11-01
JP4115554B2 (ja) 2008-07-09

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