EP1916348A1 - A joining system for insulating panels - Google Patents

A joining system for insulating panels Download PDF

Info

Publication number
EP1916348A1
EP1916348A1 EP07118930A EP07118930A EP1916348A1 EP 1916348 A1 EP1916348 A1 EP 1916348A1 EP 07118930 A EP07118930 A EP 07118930A EP 07118930 A EP07118930 A EP 07118930A EP 1916348 A1 EP1916348 A1 EP 1916348A1
Authority
EP
European Patent Office
Prior art keywords
connecting pin
layer
central portion
insulating material
joining system
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
EP07118930A
Other languages
German (de)
French (fr)
Other versions
EP1916348B1 (en
Inventor
Giorgio Luitprandi
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.)
Edilmatic Srl
Original Assignee
Edilmatic Srl
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 Edilmatic Srl filed Critical Edilmatic Srl
Publication of EP1916348A1 publication Critical patent/EP1916348A1/en
Application granted granted Critical
Publication of EP1916348B1 publication Critical patent/EP1916348B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/049Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • E04C2002/045Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete with two parallel leaves connected by tie anchors
    • E04C2002/046Flat anchors

Definitions

  • the present invention relates to a joining system for insulating panels.
  • insulating panels prefabricated or produced directly at the building site generally comprise a first layer of concrete, also known as the inner crust, and a second layer of concrete, also known as the outer crust, between which a layer of insulating material is arranged.
  • first layer of concrete also known as the inner crust
  • second layer of concrete also known as the outer crust
  • joining systems are used, suitable to join the first concrete layer to the second concrete layer in order to fix the insulating layer.
  • the joining systems known in the prior art comprise a plurality of connecting pins suitable for passing completely through the layer of insulating material in a direction that is substantially orthogonal to the insulating panel and join the first concrete layer to the second concrete layer.
  • the connecting pins usually have a threaded cylindrical body, which is pointed at a first end and provided with a flange at a second end, opposite to the first end.
  • Joining systems of this type are, however, mostly suitable for predrilled insulating materials, i.e. that have been processed so as to create seats suitable to facilitate the insertion of the connecting pins.
  • a purpose of the present invention is to provide a joining system for insulating panels that overcomes the drawbacks of the prior art described above; in particular, a purpose of the invention is to produce a joining system for insulating panels that does not necessarily require predrilling of the layer of insulating material and at the same time is easy and cheap to produce. Another purpose of the invention is to provide a joining system for insulating panels that is particularly simple, fast and effective to use.
  • the present invention relates to a joining system for insulating panels comprising at least two layers of concrete and at least one layer of insulating material that is arranged between the two concrete layers; said joining system comprising a plurality of connecting pins, suitable for passing completely through the layer of insulating material in a direction that is substantially orthogonal to the insulating panel in order to join said layers; said joining system being characterized in that each connecting pin has a flattened shape between two substantially flat and parallel opposite faces, extends along an axis and comprises a narrow central portion, having a substantially constant cross-section, and two end portions joined continuously to the central portion and wider laterally with respect to the axis than the central portion so that said connecting pin is self-anchoring; at least a first end portion being provided with a pointed end.
  • reference number 1 indicates an insulating panel that extends mainly along a longitudinal axis A and comprises a first concrete layer 2, a second concrete layer 3 and a layer of insulating material 4, arranged between the first concrete layer 2 and the second concrete layer 3.
  • the first concrete layer 2 and second concrete layer 3 are preferably made of reinforced concrete and thus comprise a reinforcement 5 consisting of steel bars 6 buried in the concrete and appropriately shaped and connected to one another.
  • the layer of insulating material 4 preferably consists of a plurality of prefabricated elements (in figure 1 only one element is illustrated) that have not been predrilled and are of a predefined thickness, selected according to the desired level of heat insulation to be obtained with the insulating panel 1.
  • the prefabricated elements of the layer of insulating material 4 are preferably of the ventilated type, i.e. provided with internal ventilation ducts, in order to optimize the level of heat insulation of the insulating panel 1.
  • the layer of insulating material 4 is packed between the first concrete layer 2 and the second concrete layer 3 by means of a joining system 7, which comprises a plurality of connecting pins 8 and is suitable for joining the first concrete layer 2 and the second concrete layer 3.
  • Each connecting pin 8 extends substantially along an axis B and is of a length such as to pass completely, in use, through the layer of insulating material 4 in a direction that is substantially orthogonal to the axis A of the insulating panel 1 and to partially engage the first concrete layer 2 and the second concrete layer 3 so as to prevent any movement of one of the concrete layers 2 and 3 with respect to the layer of insulating material 4.
  • each connecting pin 8 has an prismatic shape elongated along the axis B and comprises a first end portion 10a, provided with a tip 9, a second end portion 10b, opposite to the end portion 10a, and a narrow central portion 12 having a substantially rectangular shape and a substantially constant cross-section; the two end portions 10a and 10b are joined continuously without interruption by rounded and/or chamfered profiles to the central portion 12 and are wider laterally with respect to the axis B than the central portion 12 to make the connecting pin 8 self-anchoring; the end portions 10a and 10b diverge from the central portion 12 gradually.
  • the connecting pin 8 is flattened between two substantially flat and parallel opposite faces 13, 14 defined respectively by an upper base and a lower base of the connecting pin 8; the faces 13, 14 are pointed towards the end portion 10a, remaining substantially parallel to one another, the thickness of each connecting pin 8 remaining constant along its entire length.
  • the faces 13, 14 are joined by two lateral sides 15 having constant height.
  • the sides 15 converge in the end portion 10a to form the tip 9.
  • the thickness of the connecting pin 8 may be variable, possibly in the end portions 10a, 10b, in order to meet any particular structural requirements.
  • the connecting pin 8 a particular self-anchoring characteristic, to ensure the firm anchorage of the concrete layers 2, 3.
  • the use of a plurality of connecting pins 8 prevents any sliding movements of one or both of the concrete layers 2 and 3 in relation to the layer of insulating material 4 (movement in a direction parallel to the axis A), and separating movements of one of the concrete layers 2 and 3 with respect to the layer of insulating material 4 (movement along a direction orthogonal to the axis A).
  • Each connecting pin 8 is provided with at least one graduated scale 16, for example a centimetre scale, arranged visibly on a surface 17 of the connecting pin 8 and extending in a direction that is substantially parallel to the axis B.
  • the graduated scale 16 is arranged on the face 13 (i.e. the surface 17 is part of the face 13), but it is understood that the graduated scale 16 could instead be arranged on the opposite face 14, or on both faces 13, 14, and/or on a side 15.
  • the purpose of the graduated scale 16 is to provide the level of penetration of the connecting pin 8 into the layer of insulating material 4, to enable the installer to immediately and accurately gauge the level of penetration of the connecting pin 8 into the layer of insulating material 4.
  • the connecting pins 8 are made of a material with low heat conductivity, plastic for example, to guarantee adequate insulation.
  • the connecting pin 8 comprises in the central portion 12, preferably near the end portion 10a, a pair of transversal teeth 22 that protrude from the connecting pin 8, for example from respective faces 13, 14 of the connecting pin 8, in a direction that is substantially transversal, and in particular substantially orthogonal, to the axis B of the connecting pin 8 in order to improve the anchorage of the connecting pin 8 inside the layer of insulating material 4.
  • a first concrete casting is performed, preferably of reinforced concrete, in a formwork or containment panel (known in the prior art and not illustrated in the attached drawings) to produce the concrete layer 2; next, with the concrete layer 2 still fresh, the layer of insulating material 4 is placed on the freshly formed concrete layer 2.
  • a plurality of connecting pins 8 are then inserted into the layer of insulating material 4 in a direction that is substantially orthogonal to said layer of insulating material 4 and to the axis A, so that the respective tips 9 penetrate into the prefabricated elements of the layer of insulating material 4.
  • the connecting pins 8 are inserted between one prefabricated element and the other of the layer of insulating material 4, so that the connecting pins 8 do not interfere with the ventilation ducts inside the prefabricated elements.
  • the connecting pins 8 are then pushed, even simply by hand, so as to pass completely through the layer of insulating material 4 so that the end portion 10a protrudes from the layer of insulating material 4 and penetrates the concrete layer 2 until it touches the formwork.
  • the length of the connecting pin 8 is such that, in use, the central portion 12 passes completely through the layer of insulating material 4 and the end portions 10a and 10b respectively engage the concrete layers 2 and 3.
  • the installer can easily verify whether the desired level of penetration has been achieved by using the graduated scale 16 provided on each connecting pin 8.
  • the insertion of the connecting pins 8 into the layer of insulating material 4 may also be performed with the help of a template (known in the prior art and not illustrated), which facilitates the correct spacing between the connecting pins 8.
  • the insulating panel 1 is ready for use.
  • the present invention has the following advantages.
  • the connecting pins 8 of the joining system 7 are self-anchoring thanks to their characteristic shape, which is however extremely simple and cheap to produce, and overcomes the need for the lengthy and expensive processes that are required in order to produce threaded connecting pins provided with flanges or anchoring means to prevent any movement of the concrete layers.
  • the pointed shape of the connecting pin 8 facilitates its penetration into the prefabricated elements that make up the layer of insulating material 4 or between one prefabricated element and the other of the layer of insulating material 4, which generally has a relatively high degree of hardness, even if not predrilled; and the rounded and chamfered shape of the connecting pin 8 allows the connecting pin 8 to slide better inside the layer of insulating material 4 once said connecting pin 8 has penetrated (whether inserted into the individual prefabricated elements that make up the layer of insulating material 4 or inserted between one prefabricated element and the other of the layer of insulating material 4).
  • the flattened shape with constant thickness of the connecting pin 8 also facilitates its insertion through the layer of insulating material 4 and in particular its insertion between one prefabricated element and the other of the layer of insulating material 4.
  • the graduated scale 16 allows the operator to immediately gauge the level of penetration of the connecting pin 8 into the layer of insulating material 4. Said aspect is considerably advantageous for the user and prevents errors in the subjective evaluation of the level of penetration.
  • teeth 22, if present, further improve the anchorage of the connecting pin 8 and in particular prevent the connecting pin 8 from coming out of the layer of insulating material 4 engaged by the teeth 22.

Abstract

A joining system (7) for insulating panels (1), of the type comprising a first concrete layer (2) and a second concrete layer (3) between which a layer of insulating material (4) is arranged, is provided with a plurality of connecting pins (8), suitable to pass completely through the layer of insulating material (4) in a direction that is substantially orthogonal to the insulating panel (1) and join said concrete layers (2, 3) and prevent them from moving in relation to the layer of insulating material (4); each connecting pin (8) has a flattened shape between two opposite faces that are substantially flat and parallel, extends along an axis (B) and comprises a narrow central portion, having a substantially constant cross-section, and two end portions, at least a first of which is provided with a tip (9), joined continuously to the central portion and wider laterally with respect to the axis (B) than the central portion so that the connecting pin (8) is self-anchoring.

Description

  • The present invention relates to a joining system for insulating panels.
  • As known in the building sector, insulating panels (prefabricated or produced directly at the building site) generally comprise a first layer of concrete, also known as the inner crust, and a second layer of concrete, also known as the outer crust, between which a layer of insulating material is arranged. To ensure the correct packing of the layer of insulating material between the two concrete layers, joining systems are used, suitable to join the first concrete layer to the second concrete layer in order to fix the insulating layer.
  • The joining systems known in the prior art comprise a plurality of connecting pins suitable for passing completely through the layer of insulating material in a direction that is substantially orthogonal to the insulating panel and join the first concrete layer to the second concrete layer. The connecting pins usually have a threaded cylindrical body, which is pointed at a first end and provided with a flange at a second end, opposite to the first end.
  • Joining systems of this type are, however, mostly suitable for predrilled insulating materials, i.e. that have been processed so as to create seats suitable to facilitate the insertion of the connecting pins.
  • The need to have a predrilled insulation is clearly disadvantageous in terms of the longer time required to produce the insulating panels and in terms of the cost, since the process devoted exclusively to predrilling the insulating layer involves costs which are not negligible. Moreover, the production of connecting pins of the type described above is a relatively long and complex process, due to the presence of threads and flanges.
  • A purpose of the present invention is to provide a joining system for insulating panels that overcomes the drawbacks of the prior art described above; in particular, a purpose of the invention is to produce a joining system for insulating panels that does not necessarily require predrilling of the layer of insulating material and at the same time is easy and cheap to produce. Another purpose of the invention is to provide a joining system for insulating panels that is particularly simple, fast and effective to use.
  • In accordance with the aforesaid purposes, the present invention relates to a joining system for insulating panels comprising at least two layers of concrete and at least one layer of insulating material that is arranged between the two concrete layers; said joining system comprising a plurality of connecting pins, suitable for passing completely through the layer of insulating material in a direction that is substantially orthogonal to the insulating panel in order to join said layers; said joining system being characterized in that each connecting pin has a flattened shape between two substantially flat and parallel opposite faces, extends along an axis and comprises a narrow central portion, having a substantially constant cross-section, and two end portions joined continuously to the central portion and wider laterally with respect to the axis than the central portion so that said connecting pin is self-anchoring; at least a first end portion being provided with a pointed end.
  • Further characteristics and advantages of the present invention will become clear from the following description of a non-limiting embodiment thereof, with reference to the drawings attached hereto, in which:
    • figure 1 is a schematic perspective view, with parts shown in section and parts removed for the sake of clarity, of an insulating panel comprising the joining system according to the present invention;
    • figure 2 is a perspective view of a connecting pin that is part of the joining system in figure 1;
    • figure 3 is a perspective view of a second embodiment of the connecting pin that is part of the joining system in figure 1; and
    • figure 4 is a side view of the connecting pin in figure 3.
  • In figure 1 reference number 1 indicates an insulating panel that extends mainly along a longitudinal axis A and comprises a first concrete layer 2, a second concrete layer 3 and a layer of insulating material 4, arranged between the first concrete layer 2 and the second concrete layer 3.
  • The first concrete layer 2 and second concrete layer 3 are preferably made of reinforced concrete and thus comprise a reinforcement 5 consisting of steel bars 6 buried in the concrete and appropriately shaped and connected to one another.
  • The layer of insulating material 4 preferably consists of a plurality of prefabricated elements (in figure 1 only one element is illustrated) that have not been predrilled and are of a predefined thickness, selected according to the desired level of heat insulation to be obtained with the insulating panel 1. The prefabricated elements of the layer of insulating material 4 are preferably of the ventilated type, i.e. provided with internal ventilation ducts, in order to optimize the level of heat insulation of the insulating panel 1. The layer of insulating material 4 is packed between the first concrete layer 2 and the second concrete layer 3 by means of a joining system 7, which comprises a plurality of connecting pins 8 and is suitable for joining the first concrete layer 2 and the second concrete layer 3.
  • Each connecting pin 8 extends substantially along an axis B and is of a length such as to pass completely, in use, through the layer of insulating material 4 in a direction that is substantially orthogonal to the axis A of the insulating panel 1 and to partially engage the first concrete layer 2 and the second concrete layer 3 so as to prevent any movement of one of the concrete layers 2 and 3 with respect to the layer of insulating material 4.
  • With reference to figure 2, each connecting pin 8 has an prismatic shape elongated along the axis B and comprises a first end portion 10a, provided with a tip 9, a second end portion 10b, opposite to the end portion 10a, and a narrow central portion 12 having a substantially rectangular shape and a substantially constant cross-section; the two end portions 10a and 10b are joined continuously without interruption by rounded and/or chamfered profiles to the central portion 12 and are wider laterally with respect to the axis B than the central portion 12 to make the connecting pin 8 self-anchoring; the end portions 10a and 10b diverge from the central portion 12 gradually.
  • The connecting pin 8 is flattened between two substantially flat and parallel opposite faces 13, 14 defined respectively by an upper base and a lower base of the connecting pin 8; the faces 13, 14 are pointed towards the end portion 10a, remaining substantially parallel to one another, the thickness of each connecting pin 8 remaining constant along its entire length.
  • The faces 13, 14 are joined by two lateral sides 15 having constant height. The sides 15 converge in the end portion 10a to form the tip 9.
  • It is, however, understood that the thickness of the connecting pin 8 (distance between the faces 13, 14) may be variable, possibly in the end portions 10a, 10b, in order to meet any particular structural requirements.
  • The presence of the narrow central portion 12 and the two wider end portions 10a, 10b, gives the connecting pin 8 a particular self-anchoring characteristic, to ensure the firm anchorage of the concrete layers 2, 3. In particular, the use of a plurality of connecting pins 8 prevents any sliding movements of one or both of the concrete layers 2 and 3 in relation to the layer of insulating material 4 (movement in a direction parallel to the axis A), and separating movements of one of the concrete layers 2 and 3 with respect to the layer of insulating material 4 (movement along a direction orthogonal to the axis A).
  • Each connecting pin 8 is provided with at least one graduated scale 16, for example a centimetre scale, arranged visibly on a surface 17 of the connecting pin 8 and extending in a direction that is substantially parallel to the axis B. In the example in figure 2, the graduated scale 16 is arranged on the face 13 (i.e. the surface 17 is part of the face 13), but it is understood that the graduated scale 16 could instead be arranged on the opposite face 14, or on both faces 13, 14, and/or on a side 15.
  • The purpose of the graduated scale 16 is to provide the level of penetration of the connecting pin 8 into the layer of insulating material 4, to enable the installer to immediately and accurately gauge the level of penetration of the connecting pin 8 into the layer of insulating material 4.
  • The connecting pins 8 are made of a material with low heat conductivity, plastic for example, to guarantee adequate insulation.
  • In figures 3 and 4, in which the same reference numbers are used to indicate parts that are similar to or the same as those already described, a second embodiment of the connecting pin 8 that is part of the joining system 7 is illustrated. In this second embodiment, the connecting pin 8 comprises in the central portion 12, preferably near the end portion 10a, a pair of transversal teeth 22 that protrude from the connecting pin 8, for example from respective faces 13, 14 of the connecting pin 8, in a direction that is substantially transversal, and in particular substantially orthogonal, to the axis B of the connecting pin 8 in order to improve the anchorage of the connecting pin 8 inside the layer of insulating material 4.
  • The use of the joining system 7 with the connecting pins 8 according to both of the embodiments described above, during the production of the insulating panel 1 is as follows.
  • A first concrete casting is performed, preferably of reinforced concrete, in a formwork or containment panel (known in the prior art and not illustrated in the attached drawings) to produce the concrete layer 2; next, with the concrete layer 2 still fresh, the layer of insulating material 4 is placed on the freshly formed concrete layer 2. A plurality of connecting pins 8 are then inserted into the layer of insulating material 4 in a direction that is substantially orthogonal to said layer of insulating material 4 and to the axis A, so that the respective tips 9 penetrate into the prefabricated elements of the layer of insulating material 4. Alternatively, in particular in the case in which prefabricated elements of the ventilated type are used, the connecting pins 8 are inserted between one prefabricated element and the other of the layer of insulating material 4, so that the connecting pins 8 do not interfere with the ventilation ducts inside the prefabricated elements.
  • The connecting pins 8 are then pushed, even simply by hand, so as to pass completely through the layer of insulating material 4 so that the end portion 10a protrudes from the layer of insulating material 4 and penetrates the concrete layer 2 until it touches the formwork. The length of the connecting pin 8 is such that, in use, the central portion 12 passes completely through the layer of insulating material 4 and the end portions 10a and 10b respectively engage the concrete layers 2 and 3. The installer can easily verify whether the desired level of penetration has been achieved by using the graduated scale 16 provided on each connecting pin 8. The insertion of the connecting pins 8 into the layer of insulating material 4 may also be performed with the help of a template (known in the prior art and not illustrated), which facilitates the correct spacing between the connecting pins 8.
  • Once the connecting pins 8 have been inserted, another layer of concrete is cast, preferably reinforced concrete, on the layer of insulating material 4 to produce the concrete layer 3.
  • When the two layers are completely dry, the insulating panel 1 is ready for use.
  • The present invention has the following advantages.
  • Firstly, the connecting pins 8 of the joining system 7 are self-anchoring thanks to their characteristic shape, which is however extremely simple and cheap to produce, and overcomes the need for the lengthy and expensive processes that are required in order to produce threaded connecting pins provided with flanges or anchoring means to prevent any movement of the concrete layers.
  • Secondly, the pointed shape of the connecting pin 8 facilitates its penetration into the prefabricated elements that make up the layer of insulating material 4 or between one prefabricated element and the other of the layer of insulating material 4, which generally has a relatively high degree of hardness, even if not predrilled; and the rounded and chamfered shape of the connecting pin 8 allows the connecting pin 8 to slide better inside the layer of insulating material 4 once said connecting pin 8 has penetrated (whether inserted into the individual prefabricated elements that make up the layer of insulating material 4 or inserted between one prefabricated element and the other of the layer of insulating material 4).
  • The flattened shape with constant thickness of the connecting pin 8 also facilitates its insertion through the layer of insulating material 4 and in particular its insertion between one prefabricated element and the other of the layer of insulating material 4.
  • Thirdly, the graduated scale 16 allows the operator to immediately gauge the level of penetration of the connecting pin 8 into the layer of insulating material 4. Said aspect is considerably advantageous for the user and prevents errors in the subjective evaluation of the level of penetration.
  • Lastly, the teeth 22, if present, further improve the anchorage of the connecting pin 8 and in particular prevent the connecting pin 8 from coming out of the layer of insulating material 4 engaged by the teeth 22.
  • It will be apparent that other changes and modifications may be made to the joining system for insulation panels described and illustrated herein without departing from the scope of the invention in accordance with the claims.

Claims (11)

  1. Joining system (7) for insulating panels (1) comprising at least two concrete layers (2, 3) and at least one layer of insulating material (4) arranged between the two concrete layers (2, 3); said joining system (7) comprising a plurality of connecting pins (8), suitable for passing completely through the layer of insulating material (4) in a direction that is substantially orthogonal to the insulating panel (1) in order to join said concrete layers (2, 3); said joining system (7) being characterized in that each connecting pin (8) has a flattened shape between two opposite and substantially flat and parallel faces (13, 14), extends along an axis (B) and is provided with a narrow central portion (12), having a substantially constant cross-section, and two end portions (10a, 10b) joined continuously to the central portion (12) and wider laterally with respect to the axis (B) than the central portion (12) so that said connecting pin (8) is self-anchoring; at least a first end portion (10a) being provided with a tip (9).
  2. System according to claim 1, characterized in that said opposite faces (13, 14) of each connecting pin (8) are pointed towards the first end portion (10a) and substantially parallel to one another.
  3. System according to claim 1 or 2, characterized in that the end portions (10a, 10b) of each connecting pin (8) are joined to the central portion (12) by rounded and/or chamfered profiles.
  4. System according to any of the previous claims, characterized in that the central portion (12) of each connecting pin (8) is substantially rectangular in shape and the end portions (10a, 10b) diverge from the central portion (12) gradually.
  5. System according to any of the previous claims, characterized in that the thickness of each connecting pin (8) remains constant along the entire length thereof.
  6. System according to any of the previous claims, characterized in that each connecting pin (8) is provided with a graduated scale (16) arranged visibly on a surface (17) of the connecting pin (8) to gauge the level of penetration into the layer of insulating material (4).
  7. System according to the previous claim, characterized in that the graduated scale (16) extends substantially parallel to the axis (B).
  8. Joining system according to claim 6 or 7, characterized in that the graduated scale (16) is a centimetre scale.
  9. Joining system according to any of the previous claims, characterized in that the connecting pins (8) are made of material with low heat conductivity.
  10. Joining system according to any of the previous claims, characterized in that the central portion (12) of each connecting pin (8) comprises a pair of transversal teeth (22), each of which protrudes from the connecting pin (8) in a substantially transversal direction in relation to the axis (B) of the connecting pin (8).
  11. Joining system according to claim 10, characterized in that the teeth (22) protrude from respective faces (13, 14) of the connecting pin (8).
EP07118930.2A 2006-10-20 2007-10-19 A joining system for insulating panels Active EP1916348B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ITMI20060361 ITMI20060361U1 (en) 2006-10-20 2006-10-20 CONNECTION SYSTEM FOR INSULATING PANELS

Publications (2)

Publication Number Publication Date
EP1916348A1 true EP1916348A1 (en) 2008-04-30
EP1916348B1 EP1916348B1 (en) 2016-05-25

Family

ID=38982462

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07118930.2A Active EP1916348B1 (en) 2006-10-20 2007-10-19 A joining system for insulating panels

Country Status (3)

Country Link
EP (1) EP1916348B1 (en)
ES (1) ES2588202T3 (en)
IT (1) ITMI20060361U1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2939817A1 (en) * 2008-12-11 2010-06-18 Adrien Sarnari Prefabricated elementary block for constructing e.g. outer insulating wall of building, has connection elements connecting reinforcement structures to fix inner bearing wall and outer protective shell to maintain constant transversal gap
WO2011028882A1 (en) * 2009-09-02 2011-03-10 21St Century Structures, Llc Embedded height adjustment mechanism for double-wall building panels
IT201700034762A1 (en) * 2017-03-29 2018-09-29 Anton Massimo Galluccio REINFORCEMENT PANEL FOR REINFORCED CONCRETE STRUCTURES

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2653469A (en) * 1948-06-12 1953-09-29 Patrick J Callan Building wall construction
BE898653A (en) * 1984-01-11 1984-05-02 Cbr Cementbedrijven Nv Tie connecting concrete panels with insulation between - has hooked ends, one shaped to permit pressing through insulation at manufacture
DD245919A1 (en) * 1986-02-10 1987-05-20 Potsdam Landbauprojekt CONNECTING ELEMENT FOR CONSTRUCTION CONSTRUCTIONS
GB2268761A (en) * 1992-07-14 1994-01-19 Ensor Metal Products Limited Wall tie
US5519973A (en) * 1993-08-17 1996-05-28 H.K. Composites, Inc. Highly insulative connector rods and methods for their manufacture and use in highly insulated composite walls
EP1321681A1 (en) * 2001-12-19 2003-06-25 Werner Rüdel Device for fixing an article to an object and method for fixing it to an object
GB2404385A (en) * 2003-06-28 2005-02-02 Kwok Pun Chan Wall tie with distal mortar engaging formations

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2653469A (en) * 1948-06-12 1953-09-29 Patrick J Callan Building wall construction
BE898653A (en) * 1984-01-11 1984-05-02 Cbr Cementbedrijven Nv Tie connecting concrete panels with insulation between - has hooked ends, one shaped to permit pressing through insulation at manufacture
DD245919A1 (en) * 1986-02-10 1987-05-20 Potsdam Landbauprojekt CONNECTING ELEMENT FOR CONSTRUCTION CONSTRUCTIONS
GB2268761A (en) * 1992-07-14 1994-01-19 Ensor Metal Products Limited Wall tie
US5519973A (en) * 1993-08-17 1996-05-28 H.K. Composites, Inc. Highly insulative connector rods and methods for their manufacture and use in highly insulated composite walls
EP1321681A1 (en) * 2001-12-19 2003-06-25 Werner Rüdel Device for fixing an article to an object and method for fixing it to an object
GB2404385A (en) * 2003-06-28 2005-02-02 Kwok Pun Chan Wall tie with distal mortar engaging formations

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2939817A1 (en) * 2008-12-11 2010-06-18 Adrien Sarnari Prefabricated elementary block for constructing e.g. outer insulating wall of building, has connection elements connecting reinforcement structures to fix inner bearing wall and outer protective shell to maintain constant transversal gap
WO2011028882A1 (en) * 2009-09-02 2011-03-10 21St Century Structures, Llc Embedded height adjustment mechanism for double-wall building panels
IT201700034762A1 (en) * 2017-03-29 2018-09-29 Anton Massimo Galluccio REINFORCEMENT PANEL FOR REINFORCED CONCRETE STRUCTURES
WO2018179020A1 (en) * 2017-03-29 2018-10-04 Anton Massimo Galluccio Panel of insulating material with attached reinforcement
US10774531B2 (en) 2017-03-29 2020-09-15 Anton Massimo Galluccio Panel of insulating material with attached reinforcement

Also Published As

Publication number Publication date
ITMI20060361U1 (en) 2008-04-21
EP1916348B1 (en) 2016-05-25
ES2588202T3 (en) 2016-10-31

Similar Documents

Publication Publication Date Title
RU2658423C1 (en) Belt type fibrous reinforcing material construction method for the retention wall from reinforced soil
EP1916348B1 (en) A joining system for insulating panels
KR101439314B1 (en) Reinforcing metal strip for retaining wall
US6895720B2 (en) High strength composite wall connectors having tapered or pointed ends
KR102171006B1 (en) Modular element in sintered expanded-polystyrene for building reinforced-concrete floors
KR20160124035A (en) Shear-reinforcement half pc slab structure and construction method
US20080202052A1 (en) Screeding Apparatus and System for a Three Dimensional Panel
US20110247291A1 (en) Reinforcement Bar Support Device
US8713887B2 (en) System for reinforcing a building structural component
KR20120090502A (en) The soil-nailing apparatus
JP5901008B2 (en) Wall plate joint structure
JP2005036558A (en) Spacer for double arrangement of reinforcement
JP4587385B2 (en) How to embed anchor metal fittings that are not tied to reinforcing bars
US20040055247A1 (en) High strength composite wall connectors having a tapered edge
DE60011415T2 (en) CONSTRUCTION ELEMENT FOR BUILDINGS AND STEERING PLATE FOR SUCH ELEMENT
RU2640527C2 (en) Method of wall assembly construction
KR20120024220A (en) Metal strip reinforce member for construct reinforced earth retaining wall and construction method thereof
US8015768B2 (en) Insulation panel
RU2593611C1 (en) Device for bearing structures reinforcement
CN218933606U (en) Limiting part for connecting steel bar net rack with heat preservation layer
US20130295318A1 (en) Reversible, thermo-acoustic panel for reversible, variable-geometry formwork
CN113565270A (en) Using method of protective layer thickness control tool easy to operate
CN204238582U (en) A kind of novel building masonry wall ruggedized construction
AU2019201225A1 (en) Improved Concrete Sandwich Panels and Fabrication Method
CN117758899A (en) Punched steel plate sprayed concrete sandwich wall and construction method thereof

Legal Events

Date Code Title Description
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

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK RS

17P Request for examination filed

Effective date: 20081030

AKX Designation fees paid

Designated state(s): DE ES GB RO SE

17Q First examination report despatched

Effective date: 20101230

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20151211

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): DE ES GB RO SE

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602007046415

Country of ref document: DE

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2588202

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20161031

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602007046415

Country of ref document: DE

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20170228

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230515

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20231023

Year of fee payment: 17

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20231102

Year of fee payment: 17

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20231023

Year of fee payment: 17

Ref country code: RO

Payment date: 20231011

Year of fee payment: 17

Ref country code: DE

Payment date: 20231030

Year of fee payment: 17