EP2130984B1 - Corps de répartition de charge doté d'un système de support de profil - Google Patents

Corps de répartition de charge doté d'un système de support de profil Download PDF

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Publication number
EP2130984B1
EP2130984B1 EP09005799.3A EP09005799A EP2130984B1 EP 2130984 B1 EP2130984 B1 EP 2130984B1 EP 09005799 A EP09005799 A EP 09005799A EP 2130984 B1 EP2130984 B1 EP 2130984B1
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EP
European Patent Office
Prior art keywords
plate
sleeve
rods
anchoring
load
Prior art date
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Active
Application number
EP09005799.3A
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German (de)
English (en)
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EP2130984A2 (fr
EP2130984A3 (fr
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.)
Industrieberatung Maier AG
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Industrieberatung Maier AG
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Publication of EP2130984A2 publication Critical patent/EP2130984A2/fr
Publication of EP2130984A3 publication Critical patent/EP2130984A3/fr
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    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21—Connections specially adapted therefor
    • E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
    • 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 load distribution body with profile carrier system according to the preamble of patent claim 1.
  • the actual element that connects the components - the mandrels - are usually made of normal or stainless steel.
  • the anchorages in the components have the task of removing as much as possible the loads introduced by the mandrels and lateral forces in the concrete substance. If this is not possible, or if the loads and shear forces are generally too great, there is a risk that the concrete breaks out at the points where it is exposed to high tensile forces or punctually occurring shearing and compressive forces.
  • the horizontal relative mobility over the joint is achieved by anchoring in one component a device having a mandrel.
  • a device is anchored which receives the mandrel of the opposite side in a sliding sleeve.
  • the mandrel is fitted in the installed state in the sliding sleeve so that it has enough clearance and can slide in it, if required by thermal expansion or other external influences for the horizontal relative movement of the components to each other. This is necessary and must be ensured that the lateral forces are transmitted by the device at any time.
  • the dimensioning is prescribed by the structural engineer and the elements must be installed in the prescribed shape and dimension.
  • Suppliers such load-bearing devices with thorns resp. Sliding sleeves therefore have a large number of different dimensions and qualities in stock in order to be able to offer the pairings that are suitable for statics and dimensioning of the components.
  • the present invention has the object to improve a load distribution body for receiving shear force mandrels and sleeves of the type mentioned in such a way that for larger distances between the components necessarily wider joints with economically dimensioned elements can be bridged without therefore mandrels with undesirably large diameters to use.
  • Load distribution body ( Fig. 3 ), consist of two anchored in each of the two bodies parts, a mandrel part 1 and a sleeve part 2.
  • the mandrels 10,10 'and the sleeves 20,20' are each connected via anchoring rods 15,25 with at least one anchoring plate 14,24 to the load distribution of the mandrel plate 11 in one component and the sleeve plate 21 in the other component in each case inside the support appropriate components.
  • the principle is in Fig. 1 and the situation for the mandrel part 1 in Fig. 2 shown in perspective.
  • the mandrel plate 11, the sleeve plate 21 and the anchoring plates 14,24 can for receiving the anchoring rods 15,25 of the sleeves 20,20 'and the mandrels 10,10' have holes in an imaginable on the surface coordinate system with x and y on the same positions are arranged.
  • the diameter of the mandrel bores 17 for mandrels 10,10 'and the sleeve bores 27 are chosen for the sleeves 20,20', while the holes 7 are carried out for the anchoring rods 15,25 equal in all plates.
  • Anchoring plates 14,24, mandrel plate 11 and sleeve plate 21 are arranged approximately parallel to each other surface. All of these plates 14,24,11 and 21 have similar dimensions.
  • the anchoring rods 14,24 are approximately perpendicular to the surfaces of the plates 14,24,11 and 21 and are firmly connected thereto.
  • the mandrel plate 11, the sleeve plate 21 and the anchoring plates 14, 24 can be bent outside the anchoring rods 15, 25. Such bent ends cause an even better anchoring in the concrete to ensure the transmission of moments.
  • a further improvement in anchoring in concrete can also be achieved with the use of ribbed anchoring rods 15,25.
  • protruding ends of the anchoring rods bring better anchorage. These can be, for example, connection loops, end plates, hooks or end buttons.
  • a transverse force plate 3 between the spines 10 and 10 ' is inserted.
  • This transverse force plate 3 is at least connected to the spikes 10,10 'non-positively.
  • the connection is normally a welded connection, but it may also be realized with a gluing, screwing or other connection method, in particular if this transverse force reinforcement in the joint would have to be made after installation for some reason.
  • Fig. 4 The effect of this transverse force plate 3 is in Fig. 4 shown. If only the mandrels 10, 10 'transmit the transverse force in the region of the joint, their flexibility causes a deformation ⁇ in the vertical direction. In order to demonstrate the influence of the choice of construction on the deformation and how close the possibilities are to achieve the desired stiffnesses with conventional structural steels, Fig. 5 represented by computational models examined Models shown. The different types of construction indicate the deformations with the same joint width, the same lateral force Q, the same modulus of elasticity and the same mass of the materials used:
  • the preparation Fig. 5 shows clearly how close the possibilities are to achieve the desired stiffnesses in the vertical direction by the use of conventional reinforcing bars.
  • the representation (i) shows the model “Screibe”, (ii) the model "framework”, (iii) also shows the model "framework” and (iv) shows the model "framework”.
  • the graph (iv) shows that the deformation ⁇ is much smaller when the mandrels 10, 10 'are connected to a transverse force plate 3 (corresponding to the "pane” of illustration (i)).

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Fittings On The Vehicle Exterior For Carrying Loads, And Devices For Holding Or Mounting Articles (AREA)
  • Handcart (AREA)
  • Road Paving Structures (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (6)

  1. Corps de répartition de charge doté d'un système de support de profilé constitué de deux parties, une partie de mandrins (1) et une partie de douilles (2), la partie de mandrins (1) étant reliée solidement à une plaque de mandrins (11) au moins par deux mandrins (10, 10') et étant reliée solidement à au moins une plaque d'ancrage (14) par des barres d'ancrage (15), et la partie de douilles (2) étant reliée solidement à une plaque de douilles (21) au moins par deux douilles (20, 20') et étant reliée solidement à au moins une plaque d'ancrage (24) par des barres d'ancrage (25), la partie de douilles (2) comprenant des douilles (20, 20') dans lesquelles s'insèrent respectivement les mandrins (10, 10'), les mandrins (10, 10') et les douilles (20, 20') se situant sur les mêmes axes et la plaque de mandrins (11), la plaque de douilles (21) et toutes les plaques d'ancrage (14, 24) étant disposées de manière à ce que leurs faces soient parallèles, et les plaques d'ancrage (14, 24) étant respectivement reliées solidement aux barres d'ancrage (15, 25), les plaques d'ancrage (14) comprenant sur la partie de mandrins (1) autant d'alésages de mandrin (17) que la plaque de mandrins (11) et les plaques d'ancrage (24) comprenant sur la partie de douilles (2) autant d'alésages de douille (27) que la plaque de douilles (21), et les alésages de mandrin (17) ainsi que les alésages de douille (27) se trouvant, dans les faces, géométriquement sur une matrice x-y, aux mêmes positions sur les axes x et y par rapport à la plaque de mandrins (11), la plaque de douilles (21) et toutes les plaques d'ancrage (14, 24), caractérisé en ce qu'une plaque pour forces transversales (3) est disposée dans la région du joint, laquelle plaque pour forces transversales correspond, sur sa longueur (L), au maximum à la largeur de joint (F) et est reliée au moins aux mandrins (10, 10') par engagement par force grâce à des moyens mécaniques.
  2. Corps de répartition de charge selon la revendication 1, caractérisé en ce que l'épaisseur de la plaque pour forces transversales (3) présente au maximum une étendue correspondant aux diamètres des mandrins (10, 10').
  3. Corps de répartition de charge selon les revendications 1 et 2, caractérisé en ce que la plaque pour forces transversales (3) est reliée au moins aux mandrins (10, 10') par engagement par force au moyen d'une liaison par soudage.
  4. Corps de répartition de charge selon les revendications 1 et 2, caractérisé en ce que la plaque pour forces transversales (3) est reliée au moins aux mandrins (10, 10') par engagement par force au moyen d'une liaison par collage.
  5. Corps de répartition de charge selon les revendications 1 et 2, caractérisé en ce que la plaque pour forces transversales (3) est reliée au moins aux mandrins (10, 10') par engagement par force au moyen d'une liaison par vissage.
  6. Corps de répartition de charge selon les revendications 1 et 2, caractérisé en ce que la plaque pour forces transversales (3) est reliée au moins aux mandrins (10, 10') par engagement par force au moyen d'une liaison par serrage.
EP09005799.3A 2008-06-04 2009-04-25 Corps de répartition de charge doté d'un système de support de profil Active EP2130984B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH8482008 2008-06-04

Publications (3)

Publication Number Publication Date
EP2130984A2 EP2130984A2 (fr) 2009-12-09
EP2130984A3 EP2130984A3 (fr) 2012-01-18
EP2130984B1 true EP2130984B1 (fr) 2013-06-19

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ID=41087347

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109518803A (zh) * 2018-11-17 2019-03-26 李秀娟 一种具备高强度连接节点的预制混凝土梁

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105588759B (zh) * 2016-01-22 2018-02-23 北京航空航天大学 一种间接测定复合材料多钉连接结构破坏历程中钉载分配比例的试验方法
CN109339228A (zh) * 2018-10-10 2019-02-15 湖南大学 一种全装配式混凝土结构梁柱节点的螺栓连接结构
CN110318472B (zh) * 2019-07-04 2021-02-02 山东建筑大学 钢管混凝土柱与钢筋混凝土预制梁连接结构及连接方法
CN113152669A (zh) * 2021-03-22 2021-07-23 河北工业大学 装配式钢筋混凝土柱与柱拼接结构及方法

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH659101A5 (de) 1982-12-01 1986-12-31 Anton Erb Schubduebel.
DE19543768A1 (de) * 1995-11-20 1997-05-22 Frank Gmbh & Co Kg Max Balkonanschluß
EP0822299B1 (fr) * 1996-07-30 2002-11-27 Basys AG Elément de liaison
DE50006727D1 (de) * 1999-07-27 2004-07-15 Nivo Ag Bauteil als Verbindungselement zwischen zwei Gebäudeteilen
DE50207926D1 (de) 2002-01-21 2006-10-05 Maier Industrieberatung Ag Lastverteilkörper

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109518803A (zh) * 2018-11-17 2019-03-26 李秀娟 一种具备高强度连接节点的预制混凝土梁

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Publication number Publication date
EP2130984A2 (fr) 2009-12-09
EP2130984A3 (fr) 2012-01-18

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