WO2013141424A1 - Procédé d'installation de panneaux alc à l'aide de dispositifs de fixation au mur dans le sens de la longueur - Google Patents

Procédé d'installation de panneaux alc à l'aide de dispositifs de fixation au mur dans le sens de la longueur Download PDF

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Publication number
WO2013141424A1
WO2013141424A1 PCT/KR2012/002156 KR2012002156W WO2013141424A1 WO 2013141424 A1 WO2013141424 A1 WO 2013141424A1 KR 2012002156 W KR2012002156 W KR 2012002156W WO 2013141424 A1 WO2013141424 A1 WO 2013141424A1
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WO
WIPO (PCT)
Prior art keywords
panel
coupled
angle
coupling
alc
Prior art date
Application number
PCT/KR2012/002156
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English (en)
Korean (ko)
Inventor
이용수
김영호
나현주
최영환
강대구
김영곤
Original Assignee
(주)에스와이씨
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
Priority claimed from KR1020120029053A external-priority patent/KR101272990B1/ko
Priority claimed from KR1020120029192A external-priority patent/KR101273087B1/ko
Application filed by (주)에스와이씨 filed Critical (주)에스와이씨
Publication of WO2013141424A1 publication Critical patent/WO2013141424A1/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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88—Curtain walls
    • E04B2/90—Curtain walls comprising panels directly attached to the structure
    • E04B2/94—Concrete panels
    • 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
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails

Definitions

  • the present invention relates to a method for installing an ALC panel by a vertical wall locking mechanism, and more specifically, using an insert plate and an L-type clip angle pre-configured in an ALC panel at a main angle fixed to a slab, and bolts inside the ALC panel. It is possible to fix the ALC panel by only the indoor work to fasten the door.
  • the L panel can be installed easily and quickly.
  • the L-type clip angle is deformed against the earthquake force in the in-plane direction as well as out-of-plane direction by the wind.
  • the present invention relates to a method for installing an AC panel using a vertical wall locking method in a curtain wall system using an AC panel that can improve energy displacement following performance of an AC panel due to absorption of energy.
  • the outer wall of the high-rise building is mostly made up of curtain walls, which can reduce manpower, and are classified into metal panel type and PC panel type.
  • Metal panel type raises the energy load of the building due to the lower thermal insulation due to high thermal conductivity, and installs the insulating material of organic and inorganic system between the sphere and the curtain wall, so in the case of the fibrous insulation, it collapses due to agglomeration and moisture absorption during construction. Phenomenon occurs. In addition, there is a weak fire resistance in the case of fire.
  • PC Precast Concrete
  • the advantage is that the panel can be manufactured with the insulation material, window frame, tile, etc. in one factory, so that high quality curtain wall is possible and fire resistance is excellent in the fire. It is big.
  • the curtain wall can be lighter and the load problem of the high floor can be solved.
  • it is possible to secure fire resistance and fire resistance, and to reduce the energy load of the building by improving insulation.
  • Means 13 having a structure in which a rail 12 is formed in the vertical direction to be guided while receiving the protrusions 14 of the means 15 and which can be attached to the surface of the pillars 11 and 11 ', which are the workpieces.
  • a means 21 having a structure that can be attached to the pillars 11 and 11 'which are the workpieces to support the lower surfaces of the ALC panels 16 and 16'. Suggest a device.
  • the background art has a problem that not only construction is difficult but also structurally stable.
  • the present invention is to solve the above problems, to provide an installation method of the ALC panel that can safely and reliably transmit the external wind load received by the ALC panel in applying the ALC panel to the curtain wall system.
  • Another object of the present invention is to provide a method for installing an ALC panel that can be quickly and easily installed on a concrete sphere using a modular panel of standardized CC.
  • the present invention in the curtain wall using the ALC panel that forms the outer wall by continuously installing the ALC panel in the longitudinal direction between the n-layer and n + 1 floor of the concrete slab, when the slab is poured with the reinforcement of the slab embedded Installing a channel and coupling a T-shaped bolt to the buried anchor channel; Fixing an L-shaped main angle provided with a support bracket to an upper surface of the n-layer and n + 1-layer slabs at intervals corresponding to the width of the LC panel using a T-shaped bolt coupled to the buried channel; Two embedded anchors are embedded in the upper part, and one embedded anchor is embedded in the lower part, and the insert plate protrudes to the upper part of the upper embedded anchor, and the L-type clip angle having a rounded corner is formed in the lower embedded anchor.
  • Preparing a combined AC panel Attach the lower part of the panel to the bottom bracket attached to the main angle, and bolt the insert plate on the upper part of the panel to the outside of the main angle on the n + 1 layer. Coupling the angle to the main angle of the n-layer with a T-shaped bolt; provides a method of installing the panel by the longitudinal wall locking method characterized in that it comprises a.
  • the embedded anchor embedded in the CL panel the long nut machined female thread to which the external thread screwed;
  • An extension plate welded to protrude a long nut at one end thereof and extending in the thickness direction of the LC panel from the long nut and increasing in width toward the other end thereof;
  • a fixed plate extending vertically from the other end of the extension plate in the longitudinal direction of the LC panel and fixed to the reinforcement bars arranged inside the AC panel.
  • the width of the fixed plate is bent outwardly at both ends in the width direction of the plate.
  • the reinforcing bar receiving portion which can be inserted is formed, and a plurality of openings may be drilled in the extension plate and the fixed plate, respectively, to improve adhesion to the AC panel.
  • a portion of the insert plate is coupled to the upper portion of the ALC panel of the long horizontally long coupling hole is formed, the portion is coupled to the main angle can be formed to form a vertically long coupling hole, the insert plate and the ALC
  • the surface combined with the panel can be configured a rubber facer.
  • connection surface coupled to the ALC panel of the main angle may be formed in the coupling hole of the long horizontal hole, the coupling surface of the long hole in the connection surface direction is formed on the fixed surface coupled to the upper surface of the slab.
  • the L-type clip angle is composed of a vertical coupling surface coupled to the AC panel and the horizontal coupling surface coupled to the main angle, and an arc-shaped curved portion connecting the vertical coupling surface and the horizontal coupling surface, the vertical coupling surface and the horizontal coupling
  • One side of the surface may be a projection formed at a predetermined interval
  • the vertical coupling surface is coupled to the ALC panel is formed with a long long vertical coupling hole is coupled to the ALC panel
  • the horizontal coupling coupled to the main angle The surface may be such that the coupling hole of the long hole in the longitudinal direction is formed.
  • a rubber facer may be configured between the L-type clip angle and the mating surface of the AC panel.
  • the support bracket has an L-shaped cross-sectional shape in which a joint surface coupled to the main angle and a support surface supporting the lower surface of the ALC panel is perpendicular to each other, and the support surface can be coupled to the rubber facer over the entire length.
  • ALC panel can be installed quickly, and L-shaped clip angle absorbs energy by transforming against seismic force in in-plane direction as well as out-of-plane direction due to wind, etc. It can improve performance, and unlike the installation method that is mainly used in the lower floors, it eliminates the work of digging and repairing holes in the field, so it is very useful for improving workability and labor, as well as long-term durability and aesthetics. It works.
  • FIG. 1 is a cross-sectional view showing a state in which an ALC panel is installed in a concrete slab according to the present invention.
  • FIG. 2 is a perspective view showing an embedded anchor applied to the present invention
  • FIG. 3 is a front view showing an ALC panel provided with an embedded anchor shown in FIG. 2.
  • Figure 4 is a perspective view showing a first embodiment of the L-shaped clip angle applied to the present invention
  • Figure 5 is a cross-sectional view along the line A-A of FIG.
  • FIG. 6 is a perspective view and a plan view of a second embodiment of an L-shaped clip angle applied to the present invention.
  • FIG. 7 is a perspective view of a third embodiment of an L-shaped clip angle applied to the present invention.
  • FIG 8 is a perspective view of a fourth embodiment of an L-shaped clip angle applied to the present invention.
  • Figure 9 is a perspective view showing an ALC panel coupled to the insert plate and L-shaped clip angle applied to the present invention.
  • FIG. 10 is an exploded perspective view schematically illustrating a coupling state of an ALC panel and a connecting steel applied to the present invention.
  • Figure 11 (a) is a perspective view showing an embedded channel anchor applied to the present invention
  • Figure 11 (b) is a cross-sectional view showing a state that the T-type bolt is coupled to the embedded anchor channel.
  • FIG 12 to 14 are diagrams sequentially showing the installation process of the ALC panel according to the present invention.
  • FIG. 1 is a cross-sectional view showing a state in which an ALC panel is installed in a concrete slab according to the present invention.
  • the ALC panel 10 is embedded with embedded anchors 11a and 11b, and the insert plate 120 is coupled to the upper portion, and the L-type clip angle 20 is disposed below.
  • Two insert plates 120 are protruded and fixed by bolts 28 screwed to the buried anchors 11a at the upper part of the LC panel 10, and a buried anchor is formed at the lower part of the LCD panel 10.
  • the L-shaped clip angle 20 is coupled by a bolt 28 screwed to 11b).
  • the upper part of the CL panel 10 is inserted and coupled so that the insert plate 120 is located on both sides of the support angle 30 coupled to the main angle 40 of the n + 1 layer slab, and the lower portion of the support panel of the n layer
  • the lower surface of the AC panel 10 is supported by the bracket 30, and the support bracket 30 is coupled to the main angle 40 connected to the embedding channel 50 installed in the slab S.
  • the upper and lower insert plates 120 and the L-type clip angles 20 are coupled to each other to support the lower end of the panel 30 for the n-layer supporting angle 30, L-type
  • After coupling the clip angle 20 to the main angle 40 of the n-layer by inserting the upper insert plate 120 to the main angle 40 of the n + 1 layer with a T-shaped bolt (55) It is very easy to fix the upper panel of the CL panel 10 is a construction method that is easy to install without a device such as a ladder.
  • the inserts are inserted into the buried anchors (11a) (11b) installed in the CL panel 10, the insert is screwed so as to protrude an end portion to the buried anchor (11a) from the top of the CL panel (10) Plate 120, L-shaped clip angle 20 that is screwed to the buried anchor (11b) in the lower portion of the ALC panel 10, the support bracket 30 for supporting the lower surface of the panel 10, L-shaped clip angle
  • the main angle 40 and the main angle 40 which are connected to the 20 and the support bracket 30 and transmit the external wind load received by the panel 10 and the own weight of the panel 10 to the sphere, that is, the slab S It consists of a buried channel 50 installed in the slab (S) to connect to.
  • connection hardware used in the present invention will be described in detail, and then a method of installing the ALC panel on the slab using the connection hardware will be described.
  • Figure 2 is a perspective view showing a buried anchor to be applied to the present invention
  • Figure 3 is a front view showing an ALC panel installed with the buried anchor shown in FIG.
  • the embedded anchors 11a and 11b are formed in the nut direction in which the female thread is screwed in, and in the thickness direction of the LC panel in the long nut 111 welded and protruded to one end.
  • Extension plate 112 that extends and increases in width toward the other end, and the fixing plate 113 is extended in the longitudinal direction of the ALC panel vertically at the other end of the extension plate 112 and fixed to the reinforcing bars (12).
  • the fixing plate 113 is bent to the other end of the extension plate 112 vertically formed integrally with the extension plate 112 and welded to two neighboring reinforcing bars (12) reinforcement inside the AC panel.
  • Reinforcing bar receiving portion 113a is formed at both ends in the width direction of the fixing plate 113 so that the reinforcing bar 12 can be inserted, and the reinforcing bar 12 is connected to the reinforcing bar receiving portion 21a. Inserted and welded.
  • a plurality of openings 112a and 113b are perforated in the extension plate 112 and the fixing plate 113 to improve adhesion to the CL panels.
  • the buried anchors 11a and 11b configured as described above are installed at both upper and lower ends of the AC panel 10 as shown in FIG. 3, and two buried anchors 11a are installed at the upper portion and one embedded at the lower portion.
  • the anchor 11b is provided.
  • the upper part is for fixing the insert plate 120, and the lower part is for joining the L-shaped clip angle 20.
  • the buried anchors 11a and 11b have different installation positions at both ends, the anchor installation positions of the lower end portions are constantly separated from the ends, but in the case of the upper end portions, the positions thereof vary depending on the thickness of the slab on which the ALC panel is installed.
  • the buried anchors 11b installed at the bottom of the ALC panel 10 having a length of 4000 mm are constantly separated from the ends by 143 mm (d1), and the buried anchors 11a installed at the top have a slab thickness from the ends. It can be installed at a distance of +120 mm (d2).
  • Insert plate 120 is plate-shaped, the bottom is coupled to the buried anchor (11a) of the upper portion of the ALC panel 10, the upper portion of the support bracket 30 is coupled to the main angle 40 of the n + 1 layer slab Positioned on both sides of the insert plate 120 and the main angle 40 is coupled to the bolt 124.
  • the insert plate 120 is formed in the coupling portion 121 of the long long horizontal hole in the portion that is coupled to the upper portion of the ALC panel 10, the vertically long hole in the portion that is coupled to the main angle 40
  • the coupling hole 122 may be formed to be coupled.
  • the coupling hole 121 coupled to the upper buried anchor 11a to be transmitted to the angle 40 allows to form a long long hole horizontally.
  • the rocking method is such that the LC panel rotates for each sheet to follow the interlayer deformation angle up to 1/100 rad with respect to the interlayer displacement of the structural structure such as an earthquake.
  • ALC panel installation method according to the vertical wall locking method according to the present invention is fixed to both ends of the height panel using the insert plate 120 and L-shaped clip angle 20, the coupling hole 121 of the insert plate 120 It is rotatably fixed by.
  • Coupling hole 122 formed in the vertical direction is the position of the two buried anchors (11a) configured in the upper portion of the LC panel error occurs in the vertical direction and the bolt and at the time of engagement with the main angle 40 of the upper layer When the coupling is not smooth to form a long hole in the vertical direction to overcome the error.
  • the rubber facer 123 is formed between the insert plate 120 and the surface coupled with the AC panel 10, while maintaining the gap between the AC panel 10 and the main angle 40, the bolt It is possible to prevent the damage of the ALC panel by the fastening force.
  • Figure 4 is a perspective view showing a first embodiment of the L-shaped clip angle applied to the present invention and Figure 5 is a cross-sectional view along the line A-A of FIG.
  • the L-shaped clip angle 20 has a vertical coupling surface 20a coupled to the AC panel 10 and a horizontal coupling surface 20b coupled to the main angle 40 and a vertical coupling surface 20a. ) And an arc-shaped curved portion 20c connecting the horizontal coupling surface 20b to have an L-shaped cross-sectional shape as a whole.
  • the projection 21 is formed at a predetermined interval on the vertical coupling surface 20a and the horizontal coupling surface 20b, so that slip does not occur when the bolt or nut is coupled.
  • the protrusions 21 are formed on the surface not facing the SL panel 10 at the vertical coupling surface 20a and the surface not facing the slab S at the horizontal coupling surface 20b at regular intervals, respectively.
  • L-shaped clip angle 20 is configured as described above, the vertical coupling surface 20a is coupled to the buried anchor 11 of the AC panel 10, and coupled to the slab (S) of the horizontal coupling surface (20b)
  • the arc-shaped curved portion 20c of the L-shaped clip angle 20 of the present invention is deformed when the static pressure in the out-plane direction and the negative pressure and the earthquake force in the in-plane direction due to the earthquake, etc. Since it absorbs energy, it improves the displacement tracking performance of the ALC panel to improve the vibration damping performance.
  • the L-shaped clip angle 20 is formed in the vertical coupling surface 20a is coupled to the ALC panel 10 vertically long coupling holes 22 are formed in the lower portion of the ALC panel 10 It is to be coupled to the buried anchor (11b), to overcome the vertical error at the time of coupling with the buried anchor (11b), the horizontal coupling surface (20b) coupled to the main angle 40 of the long hole in the longitudinal direction The coupling hole 23 is formed, so that the error at the time of coupling with the T-type bolt 55 can be overcome.
  • the rubber facer 23 is configured between the L-type clip angle 20 and the engaging surface of the LC panel 10, while maintaining the gap between the LC panel 10 and the L-type clip angle 20,
  • the bolt fastening force can prevent damage to the panel.
  • FIG. 6 is a perspective view and a plan view of a second embodiment of an L-shaped clip angle applied to the present invention.
  • the length of the end of the horizontal coupling surface 20b is formed longer in the longitudinal direction than the end of the vertical coupling surface 20a of the L-shaped clip angle 20, so that the horizontal coupling surface 20b and the slab (S)
  • the joining area is widened to make the joining stronger.
  • an arc-shaped curved portion 20c is formed so as to gradually increase from the outer end of the vertical engagement surface 20a to the outer end of the horizontal engagement surface 20b so as to be trapezoidal in plan view. .
  • FIG. 7 is a perspective view of a third embodiment of an L-shaped clip angle according to the present invention.
  • the arc-shaped curved portion 20c may have a long long hole 24 through the vertical coupling surface 20a to the horizontal coupling surface 20b.
  • the long hole 24 is configured to allow deformation of the curved portion 20c of the arc shape easily when the seismic force is generated.
  • One long hole 24 may be configured, or several may be formed in parallel.
  • the shape of the above-mentioned long hole 24 is deformed by the seismic force, so that the arc-shaped curved portion 20c easily deforms and absorbs energy, thereby further improving the displacement tracking performance of the CL wall panel.
  • the long hole 24 is formed long from the vertical coupling surface (20a) to the horizontal coupling surface (20b), so that the deformation easily occurs in the direction of the in-plane seismic force.
  • FIG. 8 is a perspective view of a fourth embodiment of an L-shaped clip angle according to the present invention.
  • the arc-shaped curved portion 20c has grooves 25 formed in diagonal lines in both directions, so that the arc-shaped curved portion 20c can be easily deformed by the occurrence of seismic force. It is composed. Since the seismic force is transmitted from the CL wall panel 10 to the arc-shaped curved portion 20c through the vertical coupling surface 20a, grooves are formed with diagonal lines in the direction of the horizontal coupling surface 20b in the vertical coupling surface 20a. It is.
  • FIG. 9 is a perspective view illustrating an ALC panel in which an insert plate and an L-shaped clip angle are applied according to the present invention
  • FIG. 10 is an exploded perspective view schematically illustrating a coupling state of an ALC panel and a connecting steel applied to the present invention.
  • the support bracket 30 supports the lower part of the ALC panel 10 to transmit the weight of the ALC panel 10 to the slab through the main angle 40.
  • the support bracket 30 has an overall L-shaped cross-sectional shape in which the support surface 31 supporting the lower surface of the ALC panel 10 and the joint surface 32 coupled to the main angle form a right angle.
  • an L-shaped steel which is a ready-made product known in the art may be used.
  • the support bracket 30 does not need to support the entire lower portion of the AC panel 10, but may have a length capable of supporting the lower center of the AC panel 10.
  • the rubber facer 33 is attached to the upper surface of the support bracket 30 to absorb shocks during installation and external wind loads generated at the contact surface with the AC panel 10.
  • the rubber facer 33 may be configured to absorb a shock more effectively because a plurality of valleys are formed in the entire length.
  • the main angle 40 has an L-shape as a whole by forming a right angle between the connection surface 41 to which the joint surface of the support bracket 30 is welded and the fixing surface 42 to be bolted to the buried channel 50 embedded in the sphere. It has a cross-sectional shape.
  • the main angle 40 like the support bracket 30 can be used L-shaped steel, a ready-made product known in the art.
  • the main angle 40 is connected to the support bracket 30 supporting the lower surface of the AC panel 10 and the L-shaped clip angle 20 coupled to the bottom of the AC panel 10, respectively. Therefore, the self weight and the external wind load of the ALC panel 10 are transmitted to the sphere S through the main angle 40. To this end, the main angle 40 is installed over the entire length of the sphere, ie slab S, on which the ALC panel 10 is installed.
  • a plurality of bolt coupling holes 41a are formed in the connection surface 41 of the main angle 40, and the main angle 40 is embedded in the embedded channel (
  • a plurality of bolt coupling holes 42a are drilled in the fixing surface 42 of the main angle 40 to bolt to 50.
  • the coupling hole 41a of the connection surface 41 is formed to be a long elongated hole in the horizontal direction, so as to adjust the basic horizontal error when the insert plate 120 is coupled, the coupling hole of the fixing surface 42 42a is formed as a long hole in the connecting surface 41 direction, so as to overcome the error when coupling with the buried channel (50).
  • Figure 11 (a) is a perspective view showing a buried channel applied to the present invention
  • Figure 11 (b) is a cross-sectional view showing a state that the T-type bolt is coupled to the buried anchor channel.
  • the buried channel 50 is embedded in the slab S.
  • the buried channel 50 is composed of a U-shaped main body 51 having an opening 51b formed thereon, and a plurality of anchor bolts 52 coupled to the bottom surface of the main body 51 and formed in the opening 51b of the main body 51. Lips 51a and 51a which are bent inward are formed.
  • the T-shaped bolt 55 is coupled through the opening 51b of the main body 51, and the main angle 40 is coupled through the T-shaped bolt 55.
  • the T-shaped bolt 55 is inserted into the opening 51b of the main body 51 and is movable in position along the main body 51. When rotated 90 degrees, the T-shaped bolt 55 is caught in the lip 51a formed in the opening 51b of the main body 51. It is coupled with the main body 51.
  • the anchor bolt 52 allows the body 51 to be firmly fixed to the sphere S without being pulled out by the pulling force.
  • FIGS. 12 to 14 are views showing the installation process of the AC panel according to the present invention in order.
  • (a) is a perspective view of each installation process
  • (b) is a plan view
  • (c) is a sectional view.
  • the embedding channel 50 is installed on the upper surface of the slab S together with the rebar assembly of the slab S, and the T-type bolt 55 is mounted on the embedded anchor channel 50.
  • the buried channel 50 has a single buried channel 50 having a length corresponding to the entire length of the slab (S), although not shown is installed or a plurality of spaced apart from each other corresponding to the position where the panel is installed as shown This can be installed.
  • the embedding channel 50 is pre-installed at a position determined in consideration of the installation position of the CC panel when the slab S is constructed.
  • the T-type bolt 55 is coupled to the buried channel 50 by inserting a head into the opening 51b of the buried channel 50 and then moving it to a desired position and rotating 90 degrees.
  • the n-layer main angle 40 is inserted by inserting the T-type bolt 55 into the bolt coupling hole 42a formed in the main angle 40 and then tightening the nut 57. And the buried channel 50 embedded in the upper surface of the n + 1 layer slab (S), respectively.
  • the main angle 40 is provided with a support bracket 30 at intervals corresponding to the width of the AC panel 10.
  • the support bracket 30 is coupled to the main angle 40 by welding the joint surface 32 to the connecting surface 41 of the main angle 40.
  • the CL panel 10 has two buried anchors 11a buried in the upper part and one buried anchor 11b buried in the lower part, and the insert plate 120 protrudes upward from the buried anchors 11a in the upper part, respectively. It is coupled so as to couple the L-shaped clip angle (20) to the lower embedded anchor (11b).
  • the ALC panel 10 is installed as shown in FIG. 14.
  • the lower part of the LC panel 10 is mounted on the lower surface of the support bracket 30 coupled to the main angle 40 installed on the n-layer, and the insert plate 120 on the upper part of the LC panel 10 is n + 1 layer.
  • the outer side of the main angle 40 of the bolt 124 is coupled.
  • the L-type clip angle 20 at the lower portion of the AC panel 10 is coupled to the main angle 40 of the N-layer with a T-shaped bolt 55 to fix the ALC panel 10.
  • the upper part of the CC panel 10 is positioned so that the insert plate 120 is positioned on both sides of the support bracket 30 coupled to the main angle 40 installed on the n + 1 layer, and then the insert plate 120
  • the coupling hole 122 and the coupling hole 41a of the connection surface 41 of the main angle 40 of the n + 1 layer are matched and then coupled using the bolt 124.
  • the present invention it is possible to easily and quickly install the ALC panel by using the insert plate and L-shaped clip angle pre-configured in the ALC panel on the main angle fixed to the slab, and safe and secure the external wind load acting on the ALC panel. It can be delivered to the sphere reliably.
  • the present invention is easy and quick to fix the ALC panel by only the indoor work to fasten the bolt inside the ALC panel using the insert plate and L-shaped clip angle pre-configured in the ALC panel to the main angle fixed to the slab ALC panel can be installed, and the L-type clip absorbs energy by deforming not only the out-of-plane direction due to wind, but also the in-plane direction due to earthquake, etc. It is a very useful invention that can improve workability and labor, as well as long-term durability and aesthetics, since the work of digging and repairing holes in the field is omitted, unlike the installation method mainly used in low floors. to be.

Abstract

La présente invention concerne un procédé d'installation de panneaux ALC à l'aide de dispositifs de fixation au mur dans le sens de la longueur, permettant d'installer facilement et rapidement des panneaux ALC en poussant des boulons dans une cornière d'assemblage principale fixée à une dalle, une plaque d'insertion préformée sur les panneaux ALC et une équerre de fixation sur l'intérieur des panneaux ALC, de sorte que les panneaux ALC soient fixés uniquement à partir de l'intérieur. L'équerre de fixation est apte à amortir les forces transversale exercées par le vent, etc. et les forces longitudinales exercées par les tremblements de terre, etc. en se pliant pour améliorer très efficacement la capacité à supporter les mouvements des panneaux ALC, et en conséquence la capacité à résister aux tremblements de terre.
PCT/KR2012/002156 2012-03-21 2012-03-23 Procédé d'installation de panneaux alc à l'aide de dispositifs de fixation au mur dans le sens de la longueur WO2013141424A1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
KR10-2012-0029053 2012-03-21
KR1020120029053A KR101272990B1 (ko) 2012-03-21 2012-03-21 에이엘씨 벽 패널과 슬래브를 연결하는 엘형 클립앵글
KR10-2012-0029192 2012-03-22
KR1020120029192A KR101273087B1 (ko) 2012-03-22 2012-03-22 종벽 록킹구법에 의한 에이엘씨 패널 설치방법

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WO2013141424A1 true WO2013141424A1 (fr) 2013-09-26

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PCT/KR2012/002156 WO2013141424A1 (fr) 2012-03-21 2012-03-23 Procédé d'installation de panneaux alc à l'aide de dispositifs de fixation au mur dans le sens de la longueur

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CN104747550A (zh) * 2013-12-31 2015-07-01 祥伟自动科技股份有限公司 组合式定位固定结构
JP2015194068A (ja) * 2014-03-18 2015-11-05 住友金属鉱山シポレックス株式会社 埋込み式アンカー用のクリップ金物及びそれを用いた埋込み式アンカー
JP2016125190A (ja) * 2014-12-26 2016-07-11 アイカテック建材株式会社 押出成形セメント板の縦積み工法及びその構造
CN107130757A (zh) * 2017-06-19 2017-09-05 南京旭建新型建材股份有限公司 蒸压轻质加气混凝土大板组件
IT201900007728A1 (it) * 2019-05-31 2020-12-01 Ceccarelli Energia S N C Di Luigia Ceccarelli Sistema di vincolo sismico, particolarmente per pannelli prefabbricati e dispositivo di connessione relativo a tale sistema
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CN104747550A (zh) * 2013-12-31 2015-07-01 祥伟自动科技股份有限公司 组合式定位固定结构
JP2015194068A (ja) * 2014-03-18 2015-11-05 住友金属鉱山シポレックス株式会社 埋込み式アンカー用のクリップ金物及びそれを用いた埋込み式アンカー
JP2016125190A (ja) * 2014-12-26 2016-07-11 アイカテック建材株式会社 押出成形セメント板の縦積み工法及びその構造
CN107130757A (zh) * 2017-06-19 2017-09-05 南京旭建新型建材股份有限公司 蒸压轻质加气混凝土大板组件
IT201900007728A1 (it) * 2019-05-31 2020-12-01 Ceccarelli Energia S N C Di Luigia Ceccarelli Sistema di vincolo sismico, particolarmente per pannelli prefabbricati e dispositivo di connessione relativo a tale sistema
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CN115012540A (zh) * 2022-07-05 2022-09-06 浙江理工大学 一种新型外墙保温连接件及其安装使用方法

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