WO2015122558A1 - Système d'isolation extérieur et procédé d'installation de paroi extérieure l'utilisant - Google Patents

Système d'isolation extérieur et procédé d'installation de paroi extérieure l'utilisant Download PDF

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Publication number
WO2015122558A1
WO2015122558A1 PCT/KR2014/001546 KR2014001546W WO2015122558A1 WO 2015122558 A1 WO2015122558 A1 WO 2015122558A1 KR 2014001546 W KR2014001546 W KR 2014001546W WO 2015122558 A1 WO2015122558 A1 WO 2015122558A1
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WO
WIPO (PCT)
Prior art keywords
fixing bar
bar
fastener
horizontal
horizontal portion
Prior art date
Application number
PCT/KR2014/001546
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English (en)
Korean (ko)
Inventor
신동일
Original Assignee
주식회사 티푸스코리아
신동일
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Publication of WO2015122558A1 publication Critical patent/WO2015122558A1/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
    • E04B1/62—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
    • E04B1/76—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 heat only
    • E04B1/78—Heat insulating elements
    • E04B1/80—Heat insulating elements slab-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88—Curtain walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E04C3/09—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders at least partly of bent or otherwise deformed strip- or sheet-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures

Definitions

  • the present invention secures the structural performance of the thermal insulation performance and external force of the thermal insulation system forming the outer wall of the building, and relates to an external insulation system that can be systemically assembled by a dry method and a building exterior wall installation method using the same.
  • the external insulation system installed on the outer wall of the building is divided into two ways. Firstly, when the outer wall is composed of concrete walls, it is an outer insulation system that pours and attaches insulation to the surface of the wall or performs exterior finishing after bonding.
  • the steel frame is installed on the interlayer slab (or beam) and the insulation panel (unit) is attached to the steel frame surface, or the insulation is inserted inside the steel frame (or the steel frame inside the steel frame). Stand up studs and heat insulation) to install external insulation systems.
  • the conventional method of constructing the exterior wall of a building with external insulation is to divide the joints on the walls, attach fasteners firmly to the joints of the slab or beam, and weld the steel frame to the fastener vertical and horizontal joints. , Attaching the insulation and the finishing material using a screw or a fixed hardware in the joint position, and consists of filling the caulking material in the vertical, horizontal joint.
  • the outer heat insulation system of FIG. 1, which is an embodiment of the prior art, has a pair of anchor bolts 102 installed on the end side of the slab 100 and spaced apart at predetermined intervals on the end side of the slab 100 according to the joint position of the outer wall. L-angle of the 101 is fixed to the anchor bolt 102 by coupling,
  • the galvanized square pipe 104 is inserted between the pair of L-shaped angles 101 in accordance with the joint position of the wall and welded to join the pair of L-shaped angle 101 galvanized square pipes 104.
  • the inside and the outside is a metal sheet 106
  • the inside is a heat insulating panel filled with heat insulating material 105 is fixed by screwing on the upper surface of the galvanized square pipe 104 in accordance with the joint position of the wall,
  • the joint consists of filling the backing material 107 and the caulking material 108 thereon.
  • the insulation of the insulation system is formed to a uniform thickness on the outer wall to ensure uniform insulation performance, and is manufactured by a dry method to facilitate the assembly and disassembly of the insulation system, and the combination of the steel frame and the insulation is systemized and attached. It is an object of the present invention to provide an outer insulation system for increasing the rigidity of the truss insulation frame and improving the stiffness of the truss insulation frame so that the performance can be attached to the outer wall surface.
  • the outer insulation system of the present invention for achieving the above object is to simplify the coupling structure of the fastener and the truss insulation frame is fixed to the upper surface of the slab, by installing a transverse fixing bar for fixing the insulation spaced apart from the coupling portion of the fastener
  • the principle of solving the problem is to disperse the concentrated load of the steel frame joint to secure structural safety and to facilitate the attachment of the insulation.
  • the primary fastener 10 is installed on the upper surface of the slab at predetermined intervals in the longitudinal direction of the slab, and the primary fastener 10 is installed on the upper surface of the slab 1.
  • a plurality of set anchors 2 are inserted to form one anchor group and embedded in the slab 1, so that the primary fastener 10 is slab 1.
  • Bolts 3 are inserted into and penetrated through the pair of slot holes 14 and 24 formed in the protrusion 13 of the primary fastener 10 and the protrusion 23 of the secondary fastener 20 to the nut 4.
  • the first fastener 10 and the second fastener 20 of the steel are integrally coupled to each other,
  • Truss insulation frame 30 is characterized in that the integrally coupled.
  • a plurality of set anchors 2 are inserted into the plurality of slot holes 14 formed in the horizontal portion 11 of the primary fastener 10 on the upper surface of the slab 1.
  • the primary fastener (10) is installed at a predetermined interval in the longitudinal direction of the slab is fixed to the upper surface of the slab;
  • Bolts 3 are inserted into and penetrated through the pair of slot holes 14 and 24 formed in the protrusion 13 of the primary fastener 10 and the protrusion 23 of the secondary fastener 20 to the nut 4. Fastening the first fastener 10 and the second fastener 20 of the steel are integrally coupled;
  • the inner longitudinal fixing bar 40 of the truss insulation frame 30 is inserted and installed, and the vertical portions 22 of the secondary fasteners 20 are inserted.
  • Self-screw 5 is inserted into the through-hole 25 formed in the c) and is fastened to the lower vertical portion 44 of the inner longitudinal fixing bar 40, thereby allowing the secondary fastener 20 and the truss insulation frame 30 to be fastened.
  • the present invention by forming the heat insulating material of the steel frame and the joint portion of the outer insulation system to the same thickness as the other parts of the wall, thereby preventing heat loss and condensation caused by thermal bridges to improve the thermal insulation performance and durability of the outer insulation system have.
  • the present invention is to manufacture the steel frame of the outer insulation system as a unit unit and combine with a bolt, self-screw, etc., by fixing the heat insulating material and the finishing material with a self-screw, etc., the assembly and disassembly of the outer insulation system is easy to constructability It is improved, the air is shortened, there is an effect that is easy to maintain and repair when the outer wall insulation and finishing materials are damaged.
  • the present invention can prevent the safety accident due to welding in the field by constructing the external insulation system unit by a dry method, there is an effect that the construction of a variety of exterior materials by the united external insulation system.
  • FIG. 1 is a perspective view showing a building exterior wall insulation system according to the prior art
  • Figure 2 is a perspective view showing the installation of an external insulation system in an slab of an embodiment of the present invention
  • Figure 3 is an exploded perspective view showing that the truss insulation system and the primary, secondary fastener of the present invention is coupled
  • Figure 4a is a perspective view showing that the longitudinal finishing bar is installed in the truss insulation system of the present invention
  • Figure 4b is a cross-sectional view showing the inner longitudinal fixing bar of the present invention
  • Figure 4c is a cross-sectional view showing the outer longitudinal fixing bar of the present invention.
  • 4D is a cross-sectional view showing a longitudinal finishing bar of the present invention.
  • FIG. 5 is a perspective view showing a secondary fastener of the present invention
  • Figure 6 is a perspective view of the primary fastener of the present invention
  • Figure 7 is a perspective view showing a lateral fixing bar clip of the present invention
  • Figure 8 is a cross-sectional view showing a transverse finishing bar of the present invention
  • FIG. 9 is a cross-sectional view showing a transverse fixing bar of the present invention.
  • Figure 10 is a perspective view showing the step of installing the outer insulation system of the present invention on the outer wall step by step
  • Figure 2 is a perspective view showing the installation of an external insulation system of the present invention in the slab
  • Figure 3 is an exploded perspective view showing that the truss insulation system and the primary, secondary fasteners of the present invention, the building of the present invention
  • the outer insulation system provided on the outer wall installs the primary fasteners 10 on the upper surface of the slab 1 at predetermined intervals in the slab longitudinal direction.
  • Set anchors 2 are inserted in the three slot holes 14 formed in the horizontal portion of the primary fastener 10 and embedded in the slab 1, so that the primary fastener 10 is slab 1. It is fixed to the upper surface.
  • the rectangular protrusion 13 welded to the outer center of the vertical part 12 of the primary fastener 10 is formed with a slot hole 14 having a long hole up and down, and the protrusion of the primary fastener 10 ( 13 is provided with a protrusion 23 having a slot hole 24 having a long hole up and down of the secondary fastener 20, and the slot holes 14 and 24 of the primary fastener 10 and the secondary fastener 20.
  • the first fastener 10 and the second fastener 20, which are steels, are integrally coupled by inserting and passing the bolt 3 into the nut 4 and fastening the nut 3 with each other.
  • the inner longitudinal fixing bar 40 of the truss insulation frame 30 is inserted and installed, and the vertical portion of the secondary fastener 20 ( In the through holes 25 formed at predetermined intervals 22, a self screw 5 is inserted into the through holes 25 and fastened through the lower vertical portion 44 of the inner longitudinal fixing bar 40, thereby allowing the secondary fastener 20 to be inserted into the through holes 25.
  • truss insulation frame 30 is integrally coupled.
  • the second fastener 20 is spaced apart a predetermined distance in the up and down direction, and installs a transverse fixing bar 60 outside the inner longitudinal fixing bar 40 of the truss insulation frame 30, the transverse direction
  • the bar engaging portion 71 of the fixing bar clip 70 is coupled to the groove 64 of the horizontal fixing bar 60, and the vertical portion 72 and the edge of the horizontal fixing bar clip 70.
  • the portion 73 is provided in surface contact with the lower vertical portion 44 and the intermediate horizontal portion 43 of the inner longitudinal fixing bar 40, respectively.
  • a self screw 5 is inserted into the through hole 74 formed in the vertical portion 72 of the transverse fixing bar clip 70 to be fastened through the lower vertical portion of the inner longitudinal fixing bar 40.
  • the inner longitudinal fixing bar 40 and the transverse fixing bar 60 are integrally coupled by a transverse fixing bar clip 70.
  • the plate-shaped heat insulating material 83 is installed on the upper surface of the lateral fixing bar 60, and the self-screw 5 is installed on the upper surface of the plate-shaped heat insulating material 83 at predetermined intervals, and the self screw 5 is
  • the plate-shaped heat insulating material 83 is fixed to and attached to the transverse fixing bar 60 by being fastened through the transverse fixing bar 60.
  • Longitudinal finishing bars 80 are inserted and installed between the vertical portions 52 of the outer longitudinal fixing bars 50, and for horizontally fixing the left and right sides of the longitudinal finishing bars 80.
  • the horizontal finishing bar 90 is installed in parallel with the bar 60, and the lower horizontal part 93 of the horizontal finishing bar 90 and the outer horizontal part 53 of the outer longitudinal fixing bar 50 are provided. By fastening through the self-screw (5)), the outer longitudinal fixing bar 50, the transverse finishing bar 90 and the longitudinal finishing bar 80 are integrally coupled.
  • the first fastener and the second fastener are bolted through the slot hole, and the second fastener and the truss insulation frame are integrally coupled with screws through the through holes, and the first and second fasteners and the truss insulation are fixed to the upper surface of the slab.
  • a transverse fixing bar for fixing the heat insulating material is provided spaced apart from the coupling part of the fastener, and the truss insulating frame and the transverse fixing bar are integrally coupled to the transverse fixing bar clip to facilitate the assembly and disassembly of the heat insulating material. It is technical feature.
  • the first and second fasteners 10 and 20 support the load of the external insulation system using structural steel having a steel thickness of 6t to 9t, and the inner and outer longitudinal fixing bars 40 of the truss insulation frame 30. , 50) is a mullion function of the external insulation system, and is used by bending steel plate with a thickness of 1.2t ⁇ 3.2t to be galvanized to ensure waterproofing and rigidity.
  • the transverse fixing bar 60, the longitudinal finishing bar 80 and the transverse finishing bar 90 is used by bending a steel plate of 1.2t ⁇ 1.6t thickness galvanized to prevent corrosion
  • the lateral fixing bar clip 70 is used by bending a steel plate having a thickness of 2 t galvanized.
  • Figure 4a is a perspective view showing that the longitudinal finishing bar is installed in the truss insulation system of the present invention, the truss insulation system is arranged by bending the steel plate, the inner and outer longitudinal fixing bars (40, 50) arranged at a predetermined interval and,
  • a pair of lattice reinforcing bars 31 has a middle horizontal portion 43 of the inner longitudinal fixing bar 40 and an outer longitudinal fixing bar 50. Welded between the outer horizontal portion 53 of the),
  • the heat insulating material 32 is filled in the cross section formed by the middle horizontal portion 43 of the inner longitudinal fixing bar 40 and the outer horizontal portion 53 of the outer longitudinal fixing bar 50.
  • FIG. 4B is a cross-sectional view illustrating the inner longitudinal fixing bar of the present invention, wherein the inner longitudinal fixing bar 40 is bent and extended vertically at both ends of the outer horizontal portion 41 so that the upper vertical portion 42 is formed. It is formed, bent vertically outward from the end of the upper vertical portion 42, the middle horizontal portion 43 is formed, is bent vertically at the end of the middle horizontal portion 43, extends to the lower vertical portion 44 ) Is formed, and the inner horizontal portion 45 is formed by bending and extending vertically inwardly from the end of the lower vertical portion 44.
  • 4C is a cross-sectional view illustrating the outer longitudinal fixing bar of the present invention, wherein the outer longitudinal fixing bar 50 is bent and extended vertically at both ends of the inner horizontal portion 51 to form a vertical portion 52.
  • the outer horizontal portion 53 is formed by bending and extending vertically from the end of the vertical portion 52 to the outside.
  • 4D is a cross-sectional view showing a longitudinal finishing bar of the present invention, wherein the longitudinal finishing bar 80 is bent and extended vertically at both ends of the horizontal portion 81 and the horizontal portion 81 to have a pair of vertical ends.
  • a portion 82 is formed.
  • FIG. 5 is a perspective view showing a secondary fastener of the present invention, wherein the secondary fastener 20 is bent and extended at right angles to both inner ends of the horizontal portion 21 to form a pair of vertical portions 22, A rectangular protrusion 23 is welded to the outer center of the horizontal portion 21, a through hole 25 is formed in the vertical portion 22 at predetermined intervals, and the pair of slot holes is formed in the protrusion 23. 24 is formed at predetermined intervals,
  • the self screw 5 is inserted and penetrated through the through hole 25 to be fastened to the inner longitudinal fixing bar 40, and the bolt 3 penetrates through the pair of slot holes 24 to provide a nut.
  • the secondary fastener 20 is integrally coupled with the primary fastener (10).
  • FIG. 6 is a perspective view illustrating a primary fastener of the present invention, wherein the primary fastener 10 is bent in a N-shape to form a horizontal portion 11 and a vertical portion 12, and an outer center of the vertical portion 12.
  • the rectangular protrusions 13 are welded to each other, and the plurality of slot holes 14 are formed at predetermined intervals in the horizontal portion 11 and the protrusions 13, and a set anchor is formed through the plurality of slot holes 14.
  • the primary fastener 10 is fixed to the upper surface of the slab 1.
  • FIG. 7 is a perspective view showing a lateral fixing bar clip of the present invention, wherein the lateral fixing bar clip 70 has a rectangular bar coupling portion 71 and an inner side at both ends of the bar coupling portion 71. And vertically bent and extended at a predetermined distance and formed with a vertical portion 72 having a through hole 74 in the center and a vertically bent and extended corner portion 73 at an end of the vertical portion 72.
  • the bar engaging portion 71 of the lateral fixing bar clip 70 is coupled to the groove 64 of the lateral fixing bar 60, and the vertical portion 72 of the lateral fixing bar clip 70.
  • the corner portion 73 are respectively installed on the lower vertical portion 44 and the middle horizontal portion 43 of the inner longitudinal fixing bar 40, and the vertical portion of the transverse fixing bar clip 70.
  • the self screw 5 is inserted into and fastened to the through hole 74 formed at 72.
  • transverse finishing bar 90 is formed by bending and extending vertically at both ends of the upper horizontal portion 91 and the upper horizontal portion 91. It consists of a pair of vertical portion 92 and the lower horizontal portion 93 is formed to be bent and extended vertically outward from the end of the vertical portion 92.
  • FIG. 9 is a cross-sectional view illustrating a transverse fixing bar of the present invention, wherein the transverse fixing bar 60 is bent and extended vertically at both ends of the upper horizontal portion and the upper horizontal portion 61.
  • a pair of vertical parts 62 and a lower horizontal part 63 formed to be bent and extended vertically inwardly from an end of the vertical part 62, and the upper and lower horizontal parts 61 and 63 and the vertical part 62. It is made of a groove (64) formed by.
  • FIG. 10 is a perspective view showing the step of installing the outer insulation system of the present invention on the outer wall step by step, the construction sequence of installing the outer insulation system of the present invention on the outer wall of the slab primary fastener 10 in the slab longitudinal direction Installing at predetermined intervals; Combining the primary fastener (10) and the secondary fastener (20) integrally;
  • the inner longitudinal fixing bar (40) and the transverse fixing bar (60) are integrally coupled by a transverse fixing bar clip (70);
  • the step of installing the primary fastener 10 in the slab longitudinal direction at a predetermined interval on the upper surface of the slab is a plurality of slot holes 14 formed in the horizontal portion 11 of the primary fastener 10 installed on the upper surface of the slab (1).
  • a plurality of set anchors 2 are inserted into the slab 1 and embedded in the slab 1, and the primary fasteners 10 are installed at predetermined intervals in the longitudinal direction of the slab and fixed to the upper surface of the slab.
  • the first fastener 10 and the second fastener 20 are integrally coupled to each other by a pair of protrusions 13 formed on the protrusion 13 of the primary fastener 10 and the protrusion 23 of the secondary fastener 20.
  • the bolt holes 3 are inserted into the slot holes 14 and 24 so as to be fastened by the nuts 4 so that the primary fasteners 10 and the secondary fasteners 20 of the steel are integrally coupled to each other.
  • the second fastener 20 and the truss insulation frame 30 are integrally coupled to each other by fixing the inner longitudinal direction of the truss insulation frame 30 between the pair of vertical portions 22 of the secondary fastener 20.
  • a bar 40 is inserted and installed, and a self screw 5 is inserted into the through hole 25 formed in the vertical portion 22 of the secondary fastener 20 so that the lower portion of the inner longitudinal fixing bar 40 is lowered.
  • the secondary fastener 20 and the truss insulation frame 30 are integrally coupled.
  • the inner longitudinal fixing bar 40 and the transverse fixing bar 60 are integrally coupled by the transverse fixing bar clip 70 by a predetermined distance downward from the secondary fastener 20.
  • a transverse fixing bar 60 is installed outside the inner longitudinal fixing bar 40 of the truss insulating frame 30 and spaced in the groove 64 of the transverse fixing bar 60.
  • the bar engaging portion 71 of the bar clip 70 is coupled, and the vertical portion 72 and the corner portion 72 of the transverse fixing bar clip 70 are respectively inner longitudinal fixing bars 40.
  • the self-screw (5) By fastening the inner longitudinal fixing bar 40 and the transverse fixing bar 60 is made to be integrally coupled by the transverse fixing bar clip 70.
  • the plate-shaped heat insulating material 83 is installed on both sides of the truss heat insulating frame 30 and the upper surface of the transverse fixing bar 60. , By fastening the self-screw 5 at predetermined intervals to the transverse fixing bar 60 on the outer surface of the plate-shaped heat insulating material 83 to fix the plate-shaped heat insulating material 83.
  • the step of combining the outer longitudinal fixing bar 50, the transverse finishing bar 90 and the longitudinal finishing bar 80 integrally is a pair of vertical of the outer longitudinal fixing bar 50
  • a longitudinal finishing bar 90 is inserted and installed between the parts 52, and a horizontal finishing bar 90 is disposed between the horizontal horizontal parts 53 of the outer longitudinal fixing bars 50. It is installed in parallel with the direction fixing bar 60, and overlaps the lower horizontal portion 93 of the transverse finishing bar 90 and the outer horizontal portion 53 of the outer longitudinal fixing bar 50.
  • the outer longitudinal fixing bar 50, the transverse finishing bar 90 and the longitudinal finishing bar 80 are integrally coupled.
  • the aluminum finishing sheet 94 is installed on the outer surface of the longitudinal finishing bar 80 and the outer surface of the transverse finishing bar 90 at predetermined intervals in the up, down, left and right directions.
  • the aluminum finishing sheet 94 is installed at predetermined intervals in the up, down, left and right directions, and the aluminum finishing sheet It consists of fastening the self screw 5 to the upper horizontal portion 91 of the transverse finishing bar 90 at predetermined intervals on the outer side of the 94 to fix the aluminum finish sheet 94.
  • corner 80 longitudinal finishing bar

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
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  • Acoustics & Sound (AREA)

Abstract

L'objectif de la présente invention est de fournir : un système d'isolation extérieure qui a un matériau isolant du système d'isolation extérieur formé sur une paroi extérieure et d'une épaisseur prédéterminée de manière à assurer des performances d'isolation uniformes, qui est fabriqué selon un procédé de construction à sec de manière à faciliter le montage et le démontage du système d'isolation extérieur, et qui assure la systémisation du couplage d'un cadre structurel en acier et du matériau d'isolation de manière à améliorer les performances de liaison; et un procédé d'installation de paroi extérieure de bâtiment l'utilisant. À cet effet, la présente invention comprend une pluralité d'ancres fixes (2) qui sont agencées à des intervalles prédéterminés sur la surface supérieure d'une dalle (1), et qui sont enterrées dans une pluralité de trous en fente (14) d'un premier élément de fixation (10) de manière à fixer le premier élément de fixation (10) sur la surface supérieure de la dalle (1), des boulons (3) qui sont insérés et pénètrent dans des parties en saillie (13) du premier élément de fixation (10) et les trous en fente (14, 24) d'un deuxième élément de fixation (20) et qui sont couplés par des écrous (4) de sorte que le premier élément de fixation (10) et le second élément de fixation (20), fabriqués à partir d'un matériau à base d'acier, soient couplés d'un seul tenant, un cadre d'isolation en treillis (30) qui est inséré dans des parties verticales (22) du deuxième élément de fixation entre ces dernières (20), et des vis autoforantes (5) sont couplées au deuxième élément de fixation (20) et une barre de fixation longitudinale intérieure (40) de sorte que le deuxième élément de fixation (20) et le cadre d'isolation en treillis (30) soient couplés d'un seul tenant.
PCT/KR2014/001546 2014-02-11 2014-02-26 Système d'isolation extérieur et procédé d'installation de paroi extérieure l'utilisant WO2015122558A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR10-2014-0015582 2014-02-11
KR1020140015582A KR101615126B1 (ko) 2014-02-11 2014-02-11 외단열 시스템과 이를 이용한 외벽 설치방법

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KR101719297B1 (ko) * 2016-08-29 2017-03-23 정건모 진동흡수용 내진패널을 갖춘 벽체단열시스템조립체
JP6531334B2 (ja) * 2016-08-29 2019-06-19 モ チュン，クン 振動吸収用耐震パネルを備えた壁体断熱システム組立体
KR101798647B1 (ko) 2017-04-03 2017-11-16 (주)대득기업 부재의 연결구조
KR102173559B1 (ko) * 2018-12-31 2020-11-03 이정복 건축용 단열패널 및 이 건축용 단열패널 제조방법

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