KR102084972B1 - A roof earthquake-proof structure of HANOK(traditional korean style house) - Google Patents

Abstract

The present invention relates to a seismic structure of a roof of a hanok, and more particularly, by installing a steel frame structure on a ridge and a ridge floor, and forming a slip preventing protrusion and a slip preventing groove which can be mutually bound to the floor of the roof. And it relates to a roof seismic structure of the hanok to prevent the roof from collapsing or the roof tiles fall during the vibration caused by external force.
To this end, the first end member provided to be detachable to the floor frame of the hanok roof; One or more laminated and coupled to the upper end of the first end member through a detachable means, the binding member which is a medium means for fixing the tile on one side or both sides is installed, in the center of the top of the fixing member is fixed A fixed frame installed; Fastening means for fastening to the fixing member by passing through the red twirl of the top and fixing the red twirl to the fixing member, wherein the first end member and the fixing frame are installed in a plurality of floors in the direction of the floor of the hanok roof The fixed frame may include a second end member provided to be detachable to an upper portion of the first end member through a detachable means, and the detachable means provided to adjust a distance from the first end member. A third end member provided to be attached to an upper portion of the second end member through a detachment means, wherein the detachment means includes a third end member provided to adjust an interval with the second end member; Supporting frames are provided on both sides of the third end member, and the binding member is provided as a plurality of polygonal members fixed along the support frame in the longitudinal direction of the roof, and the polygonal member is provided as timber to be screwed into the support frame. It is fixed through, and the roof tile is installed on the hanok roof, the floor tile and the red tide is overlapped with each other, the construction is overlapped with each other, the slip prevention groove is inserted into both sides of the anti-slip protrusion and slip prevention projections It is formed to prevent the roof tiles from flowing in the width direction of the roof tile, and the bottom surface of the roof tile from the end of the floor tile to the length of the floor tile The stopper protrusion is formed in the direction so that, when overlapping with the neighboring bottom tile, the end of the neighboring bottom tile interferes with the end of the stopper protrusion, thereby easily guiding the overlapping position with the bottom tile, and the width direction with the bottom tile. The binding clip is further provided to bind the neighboring bottom tile, the binding clip is provided in the form of a channel and both sides of the binding clip is fitted into the slip prevention groove with the neighboring bottom, respectively, the support frame is attached to the binding member The roof seismic structure of the hanok, which is made in a corresponding shape and is in the form of an upwardly open channel.

Description

A roof earthquake-proof structure of HANOK (traditional korean style house)}

The present invention relates to a seismic structure of a roof of a hanok, and more particularly, to a roof of a hanok so as to prevent the collapse of a roof or a tile from falling when a vibration occurs due to an earthquake or external force through the application of a seismic design to the roof of a hanok. It is about seismic structure.

The roof of Korean traditional Hanok can be divided into tile roof, thatched roof, tile roof, oyster roof, oyster roof, etc.The roof tile is made of soil-roofed roof tile, and thatched roof is made of straw or reed grass. Nwawa roof refers to a roof made of split logs and covered the roof, and oyster roof refers to a roof cut off to a certain length by peeling the bark wide.

The tile and covering of Hanok roof are laid with mud on the rafters covered with rafters, and the eaves, ridges, ridges, and redbirds are stacked with females, squids, and decorative roofs of black and white, rams, pegs, nets, and redbirds. Three sheets are laid in the longitudinal direction so as to overlap each other, and in the lateral direction, the dark key and both ends are laid in parallel with each other.

The roof structure of such a traditional hanok discloses various documents such as "Korean Registration No. 10-1814326" and examples.

However, the traditional hanok is not provided with a seismic design compared to the jade, there is a problem that can cause greater earthquake damage than the jade.

In particular, due to the characteristics of the hanok roof constructed with a wet structure using mud, even if the earthquake is small, there is a problem that can increase the risk of secondary accidents by the roof tiles fall down.

Considering the geological environment of Korea, which cannot be assured from the recent earthquake, the seismic design of Hanok roofs is required.

Republic of Korea Registration No. 10-1770965

The present invention has been made in order to solve the above problems, an object of the present invention is to install a steel structure on the floor of the roof of the hanok by installing the tile in a dry type, Hanok to increase the installation efficiency of the roof tile to increase the seismic efficiency To provide a seismic structure for the roof.

Another object of the present invention is to form a slip prevention protrusion and a slip prevention groove in the roof tiles of the hanok roof overlapping construction combined with each other, the roof seismic structure of the hanok to minimize the fall of the roof tiles when the vibration generated by the external force under the earthquake It is intended to provide.

The present invention is a first end member provided to be detachable to the floor frame of the hanok roof to achieve the above object; One or more laminated and coupled to the upper end of the first end through the detachable means, the binding member which is a medium means for fixing the tile on one side or both sides is installed, in the center of the top of the fixing member is fixed A fixed frame installed; Fastening means for fastening to the fixing member by passing through the red twirl at the top of the top and fixing the red tumbler to the fixing member, wherein the first end member and the fixing frame is installed in a plurality of floors in the length direction of the hanok roof The fixed frame may include a second end member provided to be detachable to an upper portion of the first end member through a detachment means, and the detachment means provided to adjust a distance from the first end member. A third end member provided to be attached to an upper portion of the second end member through a detachable means, wherein the detachable means includes a third end member provided to adjust an interval with the second end member; Supporting frames are provided on both sides of the third end member, and the binding member is provided as a plurality of polygonal members fixed along the support frame in the longitudinal direction of the roof, and the polygonal member is provided as wood and screws to the support frame. It is fixed through, and the roof tile is installed on the hanok roof, the floor tile and the red tiling each, the construction overlaps each other, the slip prevention groove is inserted into both sides of the overlapping portion slip prevention projections and slip prevention projections It is formed to prevent the roof tiles from flowing in the width direction of the roof tile, the bottom surface of the floor tile from the end of the floor tile to the length of the floor tile The stopper protrusion is formed in the direction so that, when overlapping with the neighboring bottom tile, the end of the neighboring bottom tile interferes with the end of the stopper protrusion, thereby easily guiding the overlapping position with the bottom tile, and the width direction with the bottom tile. The binding clip is further provided to bind the neighboring bottom tile, the binding clip is provided in the form of a channel and both sides of the binding clip is fitted into each of the slip prevention groove with the neighboring bottom tile, the support frame is attached to the binding member It is made of a corresponding shape, and provides a seismic structure of the roof of the hanok, characterized in that the channel shape of the upward opening.

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At this time, the detaching means, the first end member, the second end member, the detachable hole formed on the upper end of the third end member; a first extending downward from the second end member screwed to the detachable hole of the first end member Screw member; Preferably, the second screw member extending from below the third end member and screwed to the detachable hole of the second end member.

At this time, it is preferable that the butterfly nut is screwed between the upper surface of the first end member and the first screw member and between the upper surface of the second end member and the second screw member.

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In addition, a plurality of the dropper is stacked above the fixing member, a plurality of central through-holes are formed in the dropper, the fixing means, the close contact member covering the top of the dropper and the central through hole It is preferably configured to include a third screw member installed in the close contact member, the screw threaded to the fixing member through the central through hole with the red leak.

Hanok roof seismic structure according to the present invention has the following effects.

First, it is possible to increase the installation rigidity of the roof by configuring the ridge floor and the ridge floor with a dry type framed steel structure.

Accordingly, when the earthquake and vibration generated by the external force, it is possible to prevent the roof from easily collapse.

In addition, there is an effect that can prevent the second casualty caused by the collapse of the roof.

Second, the tile is fixed to the steel structure consisting of a multi-stage, the multi-stage height of the steel structure is configured to be adjusted through the screw rotation, after all, it can be installed while easily adjusting the height of the roof.

Accordingly, since the height of the ridge and the ridge can be easily adjusted, the curvature of the roof can be easily implemented.

Third, the slip prevention protrusions are provided on both sides of the roof tile, and the slip prevention grooves are provided on the roof tiles corresponding to the slip prevention protrusions so that the slip prevention protrusions and the slip prevention grooves are engaged with each other to be coupled to each other. When the vibration is generated, it is possible to prevent the overlapping tiles to flow down.

In addition, in the width direction of the tile, by providing a binding clip fitted to each of the slip-proof groove with the neighboring floor, it is possible to maximize the binding force between the tile and each other.

Accordingly, when the earthquake and the vibration generated by the external force, it is possible to prevent the roof tiles easily flow down and fall, it is possible to prevent the secondary life damage due to the roof tiles fall.

Fourth, by providing a stopper projection on the bottom surface of the floor tile, when the stacking pile overlaps the stopper protrusion is caught by the end of the floor tile to restrain the movement in the longitudinal direction of the floor tile, thereby easily guide the position of the floor tile Can be.

Accordingly, it is possible to increase the convenience for the worker's tiling work, it is possible to shorten the working time to shorten the air.

1 is an exploded perspective view showing the structure of the seismic roof of Hanok according to a preferred embodiment of the present invention
Figure 2 is a perspective view showing the seismic structure of the roof of the hanok according to an embodiment of the present invention
Figure 3 is a front view showing the roof seismic structure of the hanok according to a preferred embodiment of the present invention
Figure 4 is a front view showing a red roof and a floor tile in the seismic structure of the hanok according to a preferred embodiment of the present invention
Figure 5a is a perspective view showing the red leak of the roof seismic structure of the hanok according to a preferred embodiment of the present invention
Figure 5b is a bottom perspective view showing the red leak of the seismic structure of the roof of the hanok according to a preferred embodiment of the present invention
6 is a perspective view showing a state in which the floor tiles of the seismic roof structure of the hanok overlapped with each other according to a preferred embodiment of the present invention;
Figure 7 is a bottom perspective view showing a floor tile of the seismic roof structure of the hanok according to an embodiment of the present invention
Figure 8 is a side view showing the state that overlaps the floor tiles of the seismic structure of the hanok according to a preferred embodiment of the present invention
Figure 9 is a side view showing a state in which the polygonal member is installed in the roof seismic structure of the hanok according to an embodiment of the present invention
FIG. 10 is a front view of a roof seismic structure of a hanok according to another embodiment of the present invention, together with a dropper and a bottom tile. FIG.

The terms or words used in this specification and claims are not to be construed as limiting in their usual or dictionary meanings, and the inventors may properly define the concept of terms in order to best explain their invention in the best way possible. On the basis of this, it should be interpreted as meaning and concept corresponding to the technical idea of the present invention.

Hereinafter, with reference to the accompanying Figures 1 to 9 will be described for the hanok roof seismic structure according to a preferred embodiment of the present invention.

The seismic structure of the hanok roof is provided in a dry type, and as shown in FIGS. 1 to 4, the first end member 100, the fixing frame 200, the fixing means 300, and the dropping machine 400. ), And the bottom tile 500 is configured.

The first end member 100 is installed in the floor frame of the hanok roof.

At this time, the floor framing refers to the frame constituting the ridge or ridge floor constituting the hanok roof.

In a preferred embodiment of the present invention will be described with respect to the seismic structure of the ridge.

The first end member 100 constitutes the bottom of the steel frame structure in which the roof tiles for supporting the ridge are supported. The first end member 100 may correspond to the roof slope of both sides based on the ridge as shown in FIGS. 1 and 2. To form the inclined surface 110 to be.

A plurality of coupling holes 111 are formed on the inclined surface 110 of the first end member 100 for coupling with the floor frame.

That is, the fastening means such as a screw through the coupling hole 111 can be fixed to the floor frame.

In addition, the upper and lower detachable hole 120 is formed on the upper end of the first end member 100.

Desorption hole 120 is a configuration of one of the desorption means for desorption with the second end member to be described later.

In the present specification, for convenience of description, the detachable hole 120 formed in the first end member 100 will be referred to as a first detachable hole 120.

Next, the fixed frame 200 together with the first end member 100 constitutes a steel structure in which the tile is supported.

The fixed frame 200 is composed of one or more upward relative to the first end member (100).

At this time, the ridge that is a preferred embodiment is as shown in Fig. 4, the decontamination 10, the obituary 20, the red flag 400 is laminated, the fixing frame 200 is composed of two stages This is preferred.

The fixed frame 200 composed of two stages will be described by dividing the second end member 210 and the third end member 220 in order to help the understanding of the description.

The second end member 210 is detachably coupled to the upper portion of the first end member 100, and binding members C are provided on both sides of the second end member 210 for coupling the anchoring 10 constituting the ridge.

The second end member 210 is coupled to be detachable to the first end member 100 through the detachment means A1, and the detachable means A1 is coupled to the second end member 100 based on the first end member 100. The height of the member 210 is provided to be adjustable.

The detachable means (A1) is preferably provided with a screw, which is a configuration that can serve as a fastening and height function.

To this end, the detachable means A1 is formed downward from the bottom of the second end member 210 together with the first detachable hole 120 and is screwed to the first detachable hole 120. And a butterfly nut 140 screwed between an upper surface of the first end member 100 and the first screw member 130.

Through such a configuration, it can be understood that the lifting action of the second end member 210 can be made based on the first end member 100 through the rotation action of the butterfly nut 213.

The second end member 210 is preferably composed of a hollow body 211 and the support frame (212).

The hollow body 211 provides an empty space so that the screw member of the third end member 220, which will be described later, is inserted to move up and down.

Support frame 212 is a configuration for fixing the binding member (C), is provided on both sides of the hollow body 211.

The support frame 212 is formed in a form corresponding to the binding member (C), it is preferably made of a channel (channel) form. The supporting frame 212 is formed in an upward opening as shown in FIGS. 1 to 4. This is to increase the convenience of construction when fixing the binding member (C). That is, since the binding member (C) can be seated on the support frame (212), it is possible to increase the convenience when fixing the binding member (300).

At this time, the binding member (C) is provided for the binding of the anchoring (10) as described above, it is preferably provided as a polygonal member.

1 and 2, the polygonal member C is preferably provided in a hexahedron having a square cross section, and preferably, the material is wood.

The binding member C is fixed to the support frame 212 or the hollow body 211 through a screw.

In addition, the upper and lower through the removable hole 211a is formed on the upper portion of the hollow body 211, the removable hole 211a is referred to as a second removable hole 211a for convenience of description.

In addition, the third end member 220 constitutes the uppermost part of the steel frame structure, and is detached to the second end member 210 through the detachment means A2.

The third end member 220 is a configuration for supporting the obituary 20 stacked on the graft 10.

At this time, the detaching means (A2), along with the second detachable hole 211a, extends downward from the bottom of the third end member 220, the second screw member (211b) screwed to the second detachable hole (211a) And a butterfly nut 211c screwed between the upper surface of the second end member 210 and the second screw member 211b.

Through such a configuration, it can be understood that the lifting action of the third end member 220 can be made based on the second end member 210 through the rotation action of the butterfly nut 211c.

Both sides of the third end member 220 are provided with a support frame 221 similar to the second end member 210.

The support frame 221 is provided with a binding member (C) for supporting the obituary 20, the binding member (C) may be fixed to the third end member 220 through a screw or the like. The support frame 221 is also formed in the same manner as the support frame 211 installed in the second end member (210).

In addition, the third end member 220 is provided with a fixing member (F).

The fixing member F is configured to support the dropper 400 and is provided between the binding member C of the third end member 220.

The fixing member (F) is provided at a position higher than the binding member (C) so that interference between the red leaker (400) and the obituary (20) does not occur, and is fixed through a screw or the like.

The fixing member (F) is preferably provided in a cube having a square cross section.

Next, the fixing means 300 serves to fix the dropping machine 400 supported by the fixing member F of the third end member 210, and the close member 310 and the third screw member ( 320 and a fourth screw member 330.

The close contact member 310 is in close contact with the upper surface of the plurality of stacked upper upper dropper 400, increase the contact area with the dropper 400 to increase the fixing force, the stable fastening of the third screw member 320 To make this happen.

In addition, the close contact member 310 serves to cover and cover the central through hole of the dropper 400 to be described later.

The third screw member 320 is fastened to the fixing member F of the third end member 220 by passing through the plurality of stacked tiling gears 400, thereby fixing the red tiling machine 400 to the fixing member F. It binds to).

The third screw member 320 extends downward from one end of the contact member 310.

At this time, it is obvious that the length of the third screw member 320 should be longer than the stacking height of the dropper 400.

The fourth screw member 330 serves to fix the Sukywa (M) for closing the ridge, and is screwed to the other end of the close contact member (310).

That is, as shown in Figure 4, Sukiwa (M) is located on the top of the dropping machine 400 of the top to cover the close contact member 310, the fourth screw member 330 passes through Sukiwa (M) 릍 By screwing to the other end of the sea contact member 310 will be able to restrain the movement of the Sukywa (M) on the dropper (400).

Next, the red leaker 400 constitutes an upper part of the ridge as described above, and is provided in plurality.

The dropper 400 is formed in the central through hole 410, as shown in Figure 5a.

The central through hole 410 is a portion through which the third screw member 320 passes, and is preferably made of a long hole.

At this time, the half groove 420 corresponding to the half of the central through hole 410 is formed at both ends of the dropper 400.

Accordingly, when the red tiers 400 are successively constructed, the half grooves 420 of neighboring red tiers 400 may form a long hole such as a central through hole 410 while contacting each other.

In addition, as shown in Figure 5a and 5b, the red leaker 400, the slip preventing protrusion 430, the slip preventing groove 440, the guide protrusion 450 is formed.

The slip preventing protrusion 430 serves to prevent slipping of the stacked red dropper 400 and is formed on both sides of the upper surface of the red dropper 400.

That is, the slip preventing protrusion 430 serves to limit the stacker 400 moving in the width direction together with the slip preventing groove 440 so that the stacked stacker 400 does not flow to one side. .

The slip preventing protrusion 430 is formed to protrude from the dropper 400, and is formed in the longitudinal direction of the dropper 400.

The slip preventing groove 440 prevents the dropper 400 from slipping together with the slip preventing protrusion 430, and as shown in FIG. 5B, in the form of a groove on both sides of the bottom surface of the dropper 400. Is done.

The slip prevention groove 440 preferably corresponds to the slip prevention protrusion 430.

The guide protrusion 450 serves to guide the position of the sukiwa (M) during the construction of the sukiwa (M) for the ridge finish on the top of the stacked dropper (400).

That is, as shown in FIG. 4, the Sukiwa M is constructed on the top surface of the red tiling machine 400 through the fourth screw member 330, and the sukiwa M is formed of the red tiling machine 400. It should be located in the center in the width direction, the guide protrusion 450 serves to guide the position of the sukiwa (M) to the center of the dropper (400).

The guide protrusion 450 is formed on both sides of the central through hole 410, the width thereof corresponds to the inner width of the sukiwa (M).

Accordingly, the operator can easily position the sukiwa (M) in the center of the dropper (400).

Next, the floor tile 500 constitutes the inclined portion of the hanok roof.

The bottom tile 500 is constructed by overlapping in the longitudinal direction of the bottom tile 500 as shown in FIG.

A screw hole 510 is formed at one end of the bottom tile 500.

That is, when fixing the floor tile 500 to the roof frame, it is possible to fix the screw to the frame through the screw hole 510.

On the other hand, in the bottom tile 500, the slip prevention protrusion 520 and the slip prevention groove 530 is formed, as in the red leaker 400.

That is, due to the characteristics of the hanok roof made of inclination, through the combination of the slip prevention protrusion 520 and the slip prevention groove 530, the floor tile 500 can be suppressed as much as possible when the earthquake or vibration due to external force flows down the slope. will be. The slip preventing protrusions 520 and the slip preventing grooves 530 are formed to correspond to the length of the bottom tile 500 as shown in FIGS. 5A and 5B.

In addition, as shown in FIG. 7, a stopper protrusion 540 is formed on the bottom of the bottom tile 500.

The stopper protrusion 540 serves to guide the overlapping position of the floor tile 500 for convenience of construction of the floor tile 500.

The stopper protrusion 540 is formed similarly to the guide protrusion 450, but its role is different.

That is, as described above, the bottom tile 500 is overlapped in the longitudinal direction of the bottom tile 500, the overlap position of the bottom tile 500 is approximately 1/3, as shown in FIG. By allowing the end of the stopper protrusion 540 to be caught by the end of the bottom tile 500, the operator can easily recognize the overlapping position of the bottom tile 500.

Accordingly, the length of the stopper protrusion 540 is shorter than the length of the slip prevention protrusion 520, and it is preferable that the length of the stopper protrusion 540 is formed up to 2/3 points in the longitudinal direction from the end of the bottom tile 500. That is, the stopper protrusion 540 is formed shorter than the length of the bottom tile 500.

On the other hand, it is preferable that the binding clip 600 is provided during the construction of the bottom tile 500.

The binding clip 600 binds the neighboring floor tiles 500 in the width direction of the floor tiles 500, thereby increasing the binding force between the floor tiles 500 and separating the floor tiles 500 during vibrations due to earthquakes or external forces. It is a configuration for suppressing as much as possible.

The binding clip 600 is preferably provided in the form of a channel (channel), as shown in Figure 6, it is configured to be coupled to each of the slip prevention groove 530 of the neighboring floor and the 500.

Hereinafter, the construction of the hanok roof seismic structure having the above configuration will be described.

Construct steel frame on the roof ridge frame.

To this end, first, the inclined surface 110 of the first end member 100 is fixed to the roof frame.

At this time, by fixing the screw to the roof frame through the coupling hole 111 of the inclined surface 110, the coupling of the first end member 100 is completed.

Next, the first screw member 130 is screwed to the first detachable hole 120 of the first end member 100, and the third end to the second detachable hole 211a of the second end member 210. The second screw member 211b formed on the member 220 is sequentially screwed together.

As such, when the steel structure assembly is completed, the steel structure is fixed to the roof frame in the ridge length direction.

At this time, due to the rounded nature of the ridge, the height of the second end member 210 and the third end member 220 of the steel structure is adjusted to be fixed to the roof frame.

To this end, when the butterfly nut 140 of the first screw member 130 is rotated, the height of the second end member 210 is adjusted while the first screw member 130 is rotated on the first detachable hole 120. When the butterfly nut 211c of the second screw member 211b is rotated, the height of the second end member 210 is adjusted while the second screw member 211b is rotated on the second detachable hole 211a.

Through this operation, the height of the plurality of steel structures installed in the length direction of the ridge is adjusted to be curved downward as shown in FIG. 9.

Next, the polygon members C are positioned on the supporting frames 212 and 221 provided on the second end member 210 and the third end member 220.

That is, as shown in FIG. 9, the polygonal member C having a predetermined length is continuously positioned in the longitudinal direction of the steel structure.

At this time, the polygonal member (C) is fixed to the second end member 210 and the third end member 220 through a screw.

Next, the suki wine attachment 10 and the obituary 20 constituting the ridge are fixed to the second end member 210 and the third end member 220.

First, one end of the fixing 10 is fixed to the polygonal member (C) of the second end member (210).

At this time, the method of fixing the fixing 10 to the polygonal member (C) is not particularly limited, and as can be seen from FIG. 4, after forming a through hole at one end of the fixing 10, a wire such as a copper wire Furnace attachment 10 can be bound to the polygonal member (C).

Next, after placing the obituary 20 on the denomination 10, it is bound to the polygonal member C of the third end member 220 with a wire such as a copper wire like the denomination 10.

Subsequently, a plurality of red tiers 400 are stacked on the fixing member F of the third end member 220.

At this time, since the slip preventing protrusion 430 of the red tile 400 is inserted into the slip preventing groove 440, stable stacking of the dropping machine 400 can be made, and during the vibration due to an earthquake or an external force, 400) can be prevented from flowing down.

Next, after covering the close contact member 310 on the central through hole 410 of the dropper 400, the third screw member 320 is passed through the central through hole 410 to be fixed to the fixing member (F). Let's do it.

At this time, as the third screw member 320 is tightened, the contact member 310 compresses the red tiling 400 at the top and restrains the movement of the red tiling machine 400.

Next, the sukiwa (M) for the finish is placed on the top dropper (400).

At this time, the sukiwa (M) can be easily located in the center of the dropper 400 while being guided by the guide protrusion 450 of the dropper (400).

Thereafter, the fourth screw member 330 is passed through the sukiwa (M) to be fixed to the contact member 310, the ridge and construction work is completed.

Such a series of ridges and construction work is made in each of the steel structure, the height is adjusted in the ridge length direction, the completed ridges form a rounded curvature downwards.

Next, when the ridge roof tile work is completed, the roof floor tile and the construction work are performed.

The screw is passed through the screw hole 510 of the bottom tile 500 to fix the bottom tile 500 to the roof frame.

Thereafter, the other floor tiles 500 overlap the fixed floor tiles 500.

In this case, the stopper protrusion 540 of the other floor tile 500 may interfere with the end of the fixed floor tile 500, and the overlapping position of the floor tile 500 may be easily selected.

Thereafter, the other floor tile 500 is fixed to the roof frame using a screw.

Through this series of repetition of work, the construction of the roof flooring unit 500 is completed.

At this time, in the width direction of the bottom and 500, the fastening clip (600) is fixed by hanging.

That is, by inserting both ends of the binding clip 600 in the slip prevention groove 530 of the bottom tile 500, to bind the bottom tile 500 more tightly.

This completes the roof tile construction work of the hanok roof.

On the other hand, due to the characteristics of the hanok roof, hanok roof seismic structure corresponding to the flooring may be provided separately.

This will be presented as another embodiment of the present invention and will be described with reference to FIG. 10.

Prior to the description, the same configuration as the preferred embodiment denotes the symbols, and detailed description thereof will be omitted.

Unlike the ridged floor, since the roof frame does not form an inclined surface, the first floor member 100 is formed with a straight surface 110a instead of the inclined surface 110.

And, since the lower floor constituting the edge of the roof, as shown in Figure 10, the second end member 210 can be omitted, the support frame 212 is only on the upper side of the first end member 100 The support frame 212 is provided with a polygonal member (C).

Next, the third end member 220 for installing the obituary 20 and the dropper 400 is provided, and the close contact member 310 and the third screw member 320 above the third end member 220. ) And a fourth screw member 330 are installed.

As can be seen through this, the seismic structure steel structure installed on the ridge floor is similar to the seismic structure steel structure installed on the ridge, the configuration can be simplified by omitting the second end member (210).

As described so far, the seismic structure of the hanok roof according to the present invention was able to suppress the collapse of the roof or the tile fall as much as possible when the earthquake or vibration caused by external force occurred.

In other words, seismic design is also applied to hanok to minimize the occurrence of earthquake damage.

Although the present invention has been described in detail with respect to the described embodiments, it will be apparent to those skilled in the art that various modifications and variations are possible within the technical scope of the present invention, and such modifications and variations belong to the appended claims.

100: first end member 110: inclined surface
110a: straight surface 111: coupling hole
A1, A2: Desorption means 120: First desorption part
130: first screw member 140,211c: butterfly nut
200: fixed frame 210: second end member
211: hollow body 211a: second removable part
211b: second screw member 212, 221: support frame
220: third end member 300: fixing means
310: contact member 320: third screw member
330: fourth screw member 400: red leak
410: center hole 420: half groove
430,520: slip prevention protrusion 440: 530: slip prevention groove
450: guide protrusion 540: stopper protrusion
600: binding clip C: binding member (polygonal member)
M: Suki and F: Fixing member
10: Apologize 20: Obit

Claims (7)

A first end member provided to be detachable from the floor frame of the hanok roof;
One or more laminated and coupled to the upper end of the first end member through a detachable means, the binding member which is a medium means for fixing the tile on one side or both sides is installed, in the center of the top of the fixing member is fixed A fixed frame installed;
Passing means for fastening to the fixing member by passing through the dropper of the top is fixed to the holding member:
The first end member and the fixing frame are installed in plural in the longitudinal direction of the hanok roof,
The fixed frame,
A second end member provided to be detachable to an upper portion of the first end member through a detachment means, wherein the detachment means includes a second end member provided to adjust a distance from the first end member;
It is provided to be attached to the upper portion of the second end member through the detachable means, wherein the detachable means comprises a third end member: provided to adjust the distance with the second end member,
A supporting frame is provided on both sides of the second end member and the third end member, and the binding member is provided as a plurality of polygonal members fixed along the support frame in the longitudinal direction of the roof, and the polygonal member is made of wood. Are provided and screwed to the support frame,
The floor tile is constructed on the roof of the hanok, and the floor tile and the red tiling are respectively overlapped with each other, and the upper and lower constructions are formed. On both sides of the overlapped portions, slip prevention grooves and slip prevention protrusions are formed. To prevent the tile from dripping in the width direction of the tile,
A stopper protrusion is formed between the slip preventing protrusions in the longitudinal direction from the end of the bottom tile to the bottom tile, and the stopper protrusion is formed to be shorter than the length of the bottom tile so that the end of the bottom tile overlaps with the neighboring bottom tile. By interfering with the end of the stopper protrusion can be easily guided to the upper and lower overlapping position with the floor,
A binding clip is further provided to bind the adjacent bottom tile in the width direction with the bottom tile. The binding clip is provided in the form of a channel, and both sides of the binding clip are fitted into slip prevention grooves of the adjacent bottom tile, respectively.
The support frame is made of a shape corresponding to the binding member, the roof seismic structure of the hanok, characterized in that the channel shape of the upward opening. delete The method of claim 1,
The desorption means,
A detachable hole formed on the first end member, the second end member, and the third end member;
A first screw member extending downward from the second end member and screwed to the detachable hole of the first end member;
And a second screw member extending from below the third end member and screwed to the detachable hole of the second end member. The method of claim 3, wherein
The roof seismic structure of hanok, wherein a butterfly nut is screwed between an upper surface of the first end member and the first screw member, and between an upper surface of the second end member and the second screw member. delete delete The method according to any one of claims 1, 3, and 4,
A plurality of the dropper is stacked above the fixing member, and the central dropper is formed in the red dropper through upper and lower portions,
The fixing means,
A close contact member covering the red top and central hole of the top;
It is installed on the close contact member, the roof seismic structure of the hanok characterized in that it comprises a third screw member screwed to the fixing member through the central through hole with the dropper.

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