KR102021454B1 - open joint panel assembly for earthquake-proof having over drain structure - Google Patents

Abstract

An open joint earthquake-proof panel assembly having an over-drain drainage structure according to the present invention comprises: a vertical support that is installed vertically but spaced apart from an outer wall of a building and has a plurality of vertical drainage paths in the front thereof formed by vertical partition rails extending vertically, and a fastening extension thereof vertically protruding from a rear center portion thereof; a horizontal support that is coupled to the front of the vertical support and has a plurality of horizontal drainage paths in the front thereof, which is formed to meet the vertical drainage paths by horizontal partition rails extending horizontally; closing panels coupled to the front of the vertical support and the horizontal support to be spaced apart; and a sliding clip provided between a front central portion of the vertical support and the closure panels and between the front central portion of the horizontal support and the closing panels. The sliding clip allows displacement of the closing panels when vibration in every direction is transmitted.

Description

Open joint panel assembly for earthquake-proof having over drain structure

The present invention relates to an open joint seismic panel assembly having an overdrain drainage structure, and more specifically, to a spaced apart installation in an open joint manner by a member having a drainage structure in place of a supporting member such as a lower surface by a finishing panel from an outer wall of a building. By eliminating the extra silicon caulking work, it prevents contamination of the silicon caulking site after construction, so that the exterior of the building is always kept clean with minimal maintenance without the need for frequent cleaning or reconstruction. It is possible to prevent the occurrence of fire due to the welding work which is followed during the construction using the underlay, and to prevent the occurrence of leakage by easily discharging it to the outside by the free fall method when the rainwater infiltrates, and the open joint structure Insulation performance is improved by making air circulation inside and outside the panel smooth. It can be, and is about to open over the joint seismic panel assembly having a structure capable of draining the drain to strengthen seismic to permit some degree of flexibility in the construction state panel.

In general, the dry method of the finishing method of fixing the wall finishing panel to the outer wall of the building during exterior construction of the building is to install the wall finishing panel through a separate fixing device made of metal between the building and the wall finishing panel. It is fixedly attached to the structure, and is divided into a method of forming an open joint structure and a method of forming a closed joint structure. The construction time is short, the convenience of work and the advantages of construction are high. It is a widely used method.

The construction sequence of drywall using metal frame as the base frame is to be installed by welding or bolting by placing the metal frame horizontally and vertically on the wall in consideration of the designed pattern (using metal fasteners). Fixed to a structure); 2) inserting and installing insulation between the frames by lattice method; 3) fix and attach the factory-made finish panel with screws or dedicated brackets at each joint position; 4) When jointing is closed-joint system with silicone sealant or open-joint system without caulking joint, use metal sheet or waterproof cloth between frame and finish before attaching finishing panel. After waterproofing, interior and exterior panel installation work is in progress.

If there is a concrete structural wall, the insulation is first attached to the wall and the metal frame is installed in the same way as above 1), and then constructed as above 3) ~ 4). In this case, in order to fix and install the metal frame on the wall, the fastener portion is removed from the insulation and the fastener is installed, and then the urethane foam is filled to secure the insulation performance.

The method of inserting and installing the insulation between the metal frames by lattice method cannot achieve perfect insulation because the insulation wire is disconnected due to the metal frame having a thermal conductivity of about 1000 times higher than that of the general heat insulator, and thermal energy is conducted through the metal frame. As a result, significant energy losses occur. Even when attaching the insulation to the wall first and installing the metal frame, heat energy is conducted to the metal fasteners with high thermal conductivity. It becomes a passage of thermal bridge and there is a problem that a lot of energy loss occurs here. In such a building, significant heat loss and condensation occur in proportion to the large and small spacing of each pipe structure according to the finish dimension of the panel (joint dividing dimension). In addition, most of the processes are performed on-site. At this time, the worker cuts and processes each pipe, and in the welding process, a part of the body is damaged by the cutter or there is a high risk of electric shock and fire. It happens often.

An example of a panel assembly according to the prior art is disclosed in Korean Patent Registration No. 10-1161142 (registered on June 25, 2012, hereinafter referred to as 'Patent Document 1').

On the other hand, the panel assembly according to the prior art, as shown in Figure 1, the base 20 in the form of a square tube on the outer wall 10 of the building, the styrofoam or between the base 20 and the outer wall 10 Install a heat insulating material 30, such as glass fiber and urethane, and install the finishing panel 40 made of a metal material such as aluminum in front of the lower surface 20, but silicon joint caulking the gap between the finishing panels 40 (silicon caulking) (50) is to be constructed in a closed type (closed type).

However, according to the panel assembly according to the prior art, since the operation of connecting the vertical member and the horizontal member of the lower leg 20 is performed by welding, a fire accident may occur when sparks splash into the heat insulating material 30 during this welding process. There is a problem.

In addition, according to the panel assembly according to the related art, since the silicone caulking 50 is exposed to the outside as it is, this part is easily contaminated by rainwater, which may be difficult to maintain, such as becoming dirty after a short time after construction. have.

In addition, according to the panel assembly according to the prior art there is a problem that when the water such as rainwater penetrates from the outside, a relatively large amount of water is permeated to leak the problem.

Furthermore, according to the panel assembly according to the prior art, since the finishing panels 40 are constructed in a closed type, the interior is sealed from the outside, so that heat is accumulated more by direct sunlight in summer and heat loss is increased in winter, resulting in a large heat insulation performance. There is a problem that can be degraded.

In addition, the panel assembly according to the related art has a problem in that the construction state of the finishing panels 40 may be easily damaged when an external shock such as an earthquake is applied.

Republic of Korea Patent Registration No. 10-1161142 (Registered June 25, 2012)

An object of the present invention, so that the silicone caulking operation is omitted, so that the contamination of the silicon caulking site after construction prevents the occurrence of frequent cleaning or re-installation so that the appearance of the building is always kept clean with minimal maintenance. To provide an open joint seismic panel assembly having an overdrain drainage structure.

In addition, to provide an open joint seismic panel assembly having an overdrain drainage structure that can prevent the problem of leakage even if water such as rain water penetrates from the outside.

In addition, it is to provide an open joint seismic panel assembly having an overdrain drainage structure that can prevent the occurrence of fire by eliminating the welding work to be followed during the construction using the lower substrate.

Furthermore, the open joint structure provides an open joint seismic panel assembly having an overdrain drainage structure that allows the air circulation inside and outside the panel to be smoothly performed so that the thermal insulation performance is improved.

In addition, the present invention provides an open joint seismic panel assembly having an overdrain drainage structure capable of allowing fluidity to some extent in the construction state of the panel so that the seismic performance is also enhanced.

In order to achieve the above object, an open joint seismic panel assembly having an overdrain drainage structure according to the present invention comprises: a plurality of vertical drainage passages installed vertically spaced apart from an outer wall of a building and vertically extending and extending vertically in front of the building; Is formed, the rear center vertical support is provided with a fastening extension vertically protruding; A horizontal support coupled to the front of the vertical support in a horizontal direction with respect to the vertical support, the horizontal support being formed so that a plurality of horizontal drains meet the vertical drain by a horizontal partition rail extending horizontally; A closing panel coupled to the front of the vertical support and the horizontal support to be spaced apart from each other based on the vertical support and the horizontal support; And a sliding clip provided between the front center of the vertical support and the closure panel, between the front center of the horizontal support and the closure panel to allow displacement of the closure panel when vibration in the up, down, left, and right directions is transmitted. It characterized by including.

Here, the open joint seismic panel assembly having an overdrain drainage structure according to the present invention may further include a panel assembly support provided between the sliding clip and the closing panel to fix the closing panel to the sliding clip. Do.

In addition, the sliding clip is bent to form a cross-section '' 'shaped, the panel assembly support is preferably formed so that the cross-section' '' shaped.

According to the present invention, the finishing panel is spaced apart in an open joint manner by a member having a drainage structure in place of a supporting member such as a lower part from the outer wall of the building so that a separate silicone caulking operation is omitted, so that at the silicon caulking site after construction It is possible to provide an open joint seismic panel assembly with an overdrain drainage structure that prevents contamination of the building, so that the exterior of the building is always kept clean with minimal maintenance without the need for frequent cleaning or reconstruction.

In addition, even if water such as rainwater penetrates from the outside, it is easily discharged to the outside by a free-falling method, thereby providing an open joint seismic panel assembly having an overdrain drainage structure that can prevent a problem of leakage. can do.

In addition, it is possible to provide an open joint seismic panel assembly having an overdrain drainage structure that can prevent the occurrence of fire by installing a weld-free structure so that subsequent welding operations are omitted during construction using the base.

Furthermore, the open joint structure can provide an open joint seismic panel assembly having an overdrain drainage structure that can improve the heat insulation performance by smoothly circulating the air inside and outside the panel.

Further, by allowing the fluidity to some extent in the construction state of the panel, an open joint seismic panel assembly having an overdrain drainage structure capable of enhancing the seismic performance can be provided.

1 is a side cross-sectional view showing the configuration of a panel assembly according to the prior art,
2 is a perspective view of an open joint seismic panel assembly having an overdrain drainage structure according to the present invention;
3 is a perspective view illustrating a state in which one finishing panel is separated from an open joint seismic panel assembly having an overdrain drainage structure of FIG. 2;
Figure 4 is a cross-sectional view showing the configuration of an open joint seismic panel assembly having an overdrain drainage structure according to the present invention,
5 is an enlarged view of a region “A” of FIG. 4;
6 is a side cross-sectional view showing the configuration of an open joint seismic panel assembly having an overdrain drainage structure according to the present invention.

Hereinafter, with reference to the accompanying drawings will be described in detail with respect to the present invention.

An open joint seismic panel assembly having an overdrain drainage structure according to the present invention, as shown in FIGS. 2 to 4, is installed vertically spaced apart from the building outer wall 10 and vertically protrudes vertically in front of the building. A plurality of vertical drainage paths 120 are formed by the rail 110, and a vertical support 100 having a fastening extension 130 protruding vertically at a rear center portion thereof, and a vertical support horizontally with respect to the vertical support 100. A horizontal support 200 and a vertical support formed by the horizontal partition rail 210 coupled to the front of the (100) and protrudes horizontally in front to meet the vertical drainage channel 120 100 and the finishing panel 300 coupled to the front of the vertical support 100 and the horizontal support 200 spaced apart from each other based on the horizontal support 200, the front center and the finishing panel 300 of the vertical support 100 Between), level Is provided between the front center portion and end panels 300 of the belt 200 comprises a sliding clip 400 such that when the oscillation of the vertical and horizontal directions before and after delivery allows the displacement of the closing panel (300).

Accordingly, the finishing panel 300 is spaced apart from the outer wall 10 of the building by an open joint method by the vertical support 100 and the horizontal support 200 having a drainage structure in place of the support member such as the lower part, so as to be separated. By eliminating the silicone caulking operation, the contamination of the silicon caulking site after the construction is inherently prevented, so that the exterior of the building can always be kept clean with minimal maintenance without the need for frequent cleaning or reconstruction. It is possible to prevent the occurrence of fire due to the welding work that is followed during the construction using the lower surface, and to prevent the occurrence of leakage by easily discharging it to the outside by the free fall method when the rainwater infiltrates, and the panel with the open joint structure Insulation performance can be improved by allowing air circulation inside and outside smoothly. It can also provide an open joint seismic panel assembly having an over-drain drain structure capable to strengthen seismic to ensure that fluid is permitted.

As illustrated in FIGS. 2 to 4, the vertical support 100 is formed to be formed of an elongate member by an extrusion molding method of a metal material such as aluminum, and a plurality of vertical partition rails 110 are located on the front and left sides. The vertical partition rail 110 protruding symmetrically and vertically formed at both ends is formed to be longest in contact with the airtight member 310 to be described later, which is provided at the rear of the finishing panel 300, and is formed at the center of the vertical partition rail. 110 is formed to be the shortest, the end is formed in a broad 'T' shape on the flat cross-section so that the sliding clip 400 is coupled, the vertical partition rail 110 formed between the both ends and the center is the intermediate length It is formed to have.

Accordingly, a pair of vertical drainage paths 120 are partitioned to the left and right mutually symmetrically on the outside, and a pair of vertical drainage paths 120 are partitioned to the left and right mutually symmetrically on the inner side, and the vertical partition rail 110 A plurality of vertical drainage paths 120 are formed in front of the vertical supporter 100 by means of free fall through the vertical drainage path 120 even if water, such as rainwater, penetrates into the interior of the finishing panel 300. By easily discharging to the outside, it is possible to prevent the problem of leakage occurs.

In addition, as shown in Figure 4, in the fastening extension portion 130 protruding and extending vertically to the rear center of the vertical support 100, one side is anchor bolt 910 on the outer wall 10 of the building in place of the conventional ground The other side of the fastener (fastener) 700 to be described later formed to be bent in the form of a 'b' is coupled to the connection bolt 920.

Accordingly, it is possible to prevent the occurrence of fire in advance by avoiding the welding work which is constructed in a non-welded structure by the bolt fastening method without using the conventional lower extremity and subsequent construction during the construction using the lower extremity. By using the fastener 700 in place of the tubular member, the construction cost can be reduced and the construction can be made easily.

Meanwhile, as shown in FIGS. 2 and 3, the extension extension 130 may be integrally formed to protrude perpendicularly to the rear center of the vertical support 100, but may be integrally formed as illustrated in FIGS. 4 and 5. As such, it may be provided in the form of a substantially 'T' on the cross-section so as to engage and engage in a sliding engagement manner to the rear center of the vertical support 100.

As an embodiment of the present invention, as shown in Figure 5, the end of the vertical partition rail 110 formed longest at both ends of the vertical partition rails 110 of the vertical support 100 and the closing panel 300 and Between the airtight member 310 is formed between the airtight groove portion 140 is formed to be coupled, and both ends of the vertical support 100 is bent in the form of approximately 'c' on a flat cross-section so that the auxiliary drainage path 150 is formed. desirable.

Accordingly, the airtight member 310 is provided in the airtight groove part 140 of the vertical supporter 100 so that foreign matters or rainwater from the outside can be prevented from being introduced into the interior of the finishing panel 300. Water flowing into and exiting from the horizontal drainage path 220 to the vertical drainage path 120 is discharged to the outside through the auxiliary drainage path 150 even if it overflows, and leaks to the rear side of the vertical support 100 and the horizontal support 200. It can be made to block the source of the occurrence.

As shown in FIGS. 2 and 6, the horizontal support 200 is formed to be formed of an elongate member by an extrusion molding method of a metal material such as aluminum, and a plurality of horizontal partition rails 210 are horizontally disposed in front of the horizontal support 200. Protrudingly extending, the horizontal partition rail 210 formed at the top may be formed to have a slope gradually downward from the front to the rear, the horizontal partition rail 210 formed in the center is formed the shortest and the end is another sliding clip 400 is widely formed in the form of a 'T' on the side cross section to be coupled, the horizontal partition rail 210 formed at the bottom is bent to be vertically upwardly upward.

Accordingly, as shown in FIG. 3, a plurality of horizontal drainage paths 220 are formed in front of the horizontal support 200 by the horizontal partition rails 210 to meet the vertical drainage path 120 in the form of '十'. If water, such as rainwater, penetrates and overflows into the interior of the finishing panel 300, it is easily discharged to the outside in a free-falling manner through the horizontal drainage 220 and the vertical drainage 120, thereby causing leakage problems. Can be prevented from occurring.

In particular, the horizontal partition rail 210 formed on the top is formed to have a gradient inclined downward gradually from the front to the rear, so that even if rainwater or the like penetrates into the interior of the finishing panel 300, the horizontal section of the inclined top Rainwater flows along the horizontal drainage path 220 formed by the rail 210 to allow the water to be discharged more easily through the vertical drainage path 120.

Meanwhile, as shown in FIGS. 3 and 5, the horizontal support 200 has a horizontal drainage path 220 formed in a vertical drainage path 120 through a portion drilled in the vertical partition rail 110 formed at both ends of the vertical support 100. And inserted into the perforated portion of the vertical partition rail 110 formed on both ends of the vertical support 100 to meet the), as shown in Figures 5 and 6, the upper and lower portions of the horizontal support 200 is fastened It is coupled to the front of the auxiliary drainage 150 by the bolt 930.

At this time, as shown in Figures 2 and 3, the vertical support 100 is a portion of the horizontal support 200 is in contact with the structural silicon 230 to fill the gap is finished.

Accordingly, the horizontal support 200 is inserted in the horizontal direction with respect to the vertical support 100 so that the inserted portion is finished with the structural silicon 230, so that the airtightness of the drainage structure of the panel assembly according to the present invention is more surely achieved. can do.

As shown in FIGS. 2 and 4, the finishing panel 300 is provided to have a plate-shaped cross-sectional shape having a flat or curved shape with a metal material such as aluminum, and an end portion is provided in an angular form.

Accordingly, the end portion of the finish panel 40 according to the prior art should be provided in a rounded corner portion in consideration of the silicon caulking operation, according to the present invention is to be provided with a corner portion of the finish panel 300 is angled. By being able to, it is possible to further improve the beauty, such as to look grand and neat in appearance.

On the other hand, as shown in Figure 5, the rear of the finishing panel 300 according to the present invention, such as rubber or silicone between the vertical partition rails 110 of both ends protruding longest extending from the vertical support 100 An airtight member 310 made of a material is provided.

Accordingly, the airtight member 310 may prevent the foreign matter, rainwater, or the like from penetrating between the vertical partition rail 110 formed on the outermost side of the vertical support 100 and the finishing panel 300.

5 and 6, the sliding clip 400 is provided with a metal material such as aluminum is provided with elasticity, bent to form a cross-section '' 'is formed in front of the vertical support 100 A pair is provided so as to be symmetrically opposed to each other on the basis of the front center of the center and the horizontal support 200, respectively, before fastening is fitted so as to slide along the end of the panel assembly support 500 to be described later another fastening bolt 930 By only a small amount of displacement is allowed by the front center of the vertical support 100 and the front center of the horizontal support 200, respectively.

Accordingly, when vibration in the vertical, horizontal, left and right directions is transmitted to the panel assembly according to the present invention, displacement of the finishing panel 300 is allowed, and thus, the seismic performance may be enhanced.

As an embodiment of the present invention, as shown in Figure 5, the end of the sliding clip 400 is formed at the end of the panel assembly support 500, the locking groove 510 for guiding the sliding flow of the sliding clip 400 It is preferable that the bite protrusion 410 having a thick thickness is formed to engage the.

Accordingly, by the engagement structure between the locking groove 510 of the panel assembly support 500 and the bite protrusion 410 of the sliding clip 400, the seismic performance is ensured by stable vibration damping during the up and down vibration transmission. The panel assembly according to the can be prevented from being damaged or damaged.

Meanwhile, as illustrated in FIGS. 5 and 6, the open joint seismic panel assembly having an overdrain drainage structure according to the present invention is provided between the sliding clip 400 and the finishing panel 300 to finish panel 300. It is preferable to further include a panel assembly support 500 to be fixed to the sliding clip (400).

5 and 6, the panel assembly support 500, the cross section is formed to form the shape of the letter 'b' so that the flat portion of one side is coupled to the finishing panel 300, the other side of the vertical A plurality of hollow spaces are formed in the portion, and at the other end, a locking groove 510 into which the bite protrusion 410 of the sliding clip 400 is engaged is formed, and the front center and the horizontal support of the vertical support 100 are formed ( A pair is provided so as to be symmetrically oriented with respect to the front center of each of the 200).

Accordingly, as shown in FIGS. 2 and 3, the panel 300 supports the vertical support panel 100 so that the finishing panels 300 are spaced apart from each other based on the vertical supporter 100 and the horizontal supporter 200. And by being coupled to the front of the horizontal support 200, the open joint structure to facilitate the air circulation inside and outside the finish panel 300, and the air layer is formed inside the panel can be improved heat insulation performance.

As a result of repeated experiments by comparing the open joint structure of the panel assembly according to the present invention and the conventional closed joint structure to confirm this, according to the open joint structure of the panel assembly according to the present invention, the interior and exterior of the panel assembly is about 2 ° C. It was confirmed that a temperature difference occurred.

As an embodiment of the present invention, as shown in Figure 5, the flat portion of one side of the panel assembly support 500, the packing receiving groove 520 is formed, the packing receiving groove 520, such as rubber or silicon The packing member 530 made of a material is fitted to seal the packing member 530 between the panel assembly support 500 and the finish panel 300, and the packing member 530 is packed in a flat portion of one side of the panel assembly support 500. In the remaining area where the receiving groove 520 is not formed, it is preferable to allow the finishing panel 300 to be fixedly fixed by another fastening bolt 930 such as a fixing stud bolt.

On the other hand, the open joint seismic panel assembly having an overdrain drainage structure according to the present invention, as shown in Figures 4 and 5, respectively, based on the front center of the vertical support 100 and the front center of the horizontal support 200 Gasket 600 of the flame-retardant material interposed between a pair of panel assembly support 500 provided to be symmetrically oriented with each other, and bent in the form of a 'b' in place of the conventional lower limb is a horizontal portion of one side The fastener 700 which is fastened by the anchor bolt 910 in contact with the outer wall 10 of the building and the other vertical portion is connected to the fastening extension 130 of the vertical support 100 by the connection bolt 920. Between the rear of the vertical support 100 and the outer wall 10 of the building by the anchor bolt 910 further comprises a heat insulating material 800, such as styrofoam or glass fiber, urethane, which is provided on the front of the building outer wall 10 Can be.

Although the technical aspects have been described in the accompanying drawings and described above, the technical idea of the present invention is for the purpose of description, and not by way of limitation, the person skilled in the art of the present invention. It will be appreciated that various modifications and changes can be made in the present invention without departing from the technical scope of the following claims.

100: vertical support 110: vertical compartment rail
120: vertical drain 130: tightening extension
200: horizontal support 210: horizontal compartment rail
220: horizontal drain 300: finish panel
400: sliding clip 500: panel assembly support

Claims (3)

Vertically spaced apart from the outer wall 10 of the building, a plurality of vertical drainage paths 120 are formed by vertical partition rails 110 protruding vertically in the front, and a fastening extension 130 is provided at the rear center. A vertical support 100 protruding vertically;
A plurality of horizontal drainage paths 220 are coupled to the front of the vertical supporter 100 in a horizontal direction with respect to the vertical supporter 100, and in front of the vertical supporter 100 by horizontal partition rails 210 protruding and extending horizontally. A horizontal support 200 formed to meet the 120;
A closing panel 300 coupled to the front of the vertical support 100 and the horizontal support 200 so as to be spaced apart from each other based on the vertical support 100 and the horizontal support 200; And
Between the front center of the vertical support 100 and the closing panel 300, provided between the front center of the horizontal support 200 and the finishing panel 300, when the vibration in the vertical, vertical, left and right directions is transmitted A sliding clip 400 to allow displacement of the closing panel 300;
Including,
Further comprising a panel assembly support 500 provided between the sliding clip 400 and the closing panel 300 to fix the closing panel 300 to the sliding clip 400,
The vertical support 100, the plurality of vertical partition rail 110 is protruded vertically protruded to the left and right symmetrically in front, vertical partition rails 110 formed at both ends are provided with a contact on the rear of the finishing panel 300 The longest is formed in contact with the airtight member 310, the vertical partition rail 110 formed in the center is formed the shortest and the end is formed in the form of a 'T' on a flat cross-section so that the sliding clip 400 is coupled A pair of vertical drainage channels 120 are partitioned to the left and right mutually symmetrically on the outside and another pair of vertical drainage paths 120 are partitioned to the left and right mutually symmetrically,
The horizontal support 200, a plurality of horizontal partition rail 210 protrudes horizontally in front of the horizontal, the horizontal partition rail 210 formed on the top is formed to have a slope gradually downward from the front to the rear, the center The horizontal partition rail 210 formed in the shortest is formed, but the end is widely formed in the form of 'T' on the side cross-section so that another sliding clip 400 is coupled, the horizontal partition rail 210 formed at the bottom is It is bent upward to be vertically provided,
The fastening extension part 130 is an open joint seismic panel assembly having an overdrain drainage structure, characterized in that it is provided in the form of a 'T' in cross section so as to be engaged in a sliding engagement manner to the rear center of the vertical support 100.

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