KR101881122B1 - Construction method of earthen tile using the dry process and the system of connecting the earthen tile using the dry process - Google Patents

Abstract

The present invention relates to a pottery, a dry construction method, a pottery, and a dry-laid structure, and is constructed such that an aquarius 200 is longitudinally arranged on an upper portion of a roof structure 100, (10) for constructing a roof structure (100) for forming a roof structure, the method comprising the steps of: (S10) constructing a roof structure for constructing a roof structure (100); A bracket mounting step (S20) of binding a bracket (400) made of a metal to the roof structure (100) at regular intervals in the longitudinal direction; A step (S30) of fixing the amikiha (200) to the bracket (400) by inserting both sides of the amikiha (200) into the bracket (400), the amikiha (200) being composed of a concave earthenware having a rectangular shape and a tuyugol; And a sucker 300 is inserted and fixed to the bracket 400 so as to cover both sides of the aquarie 200. The sucker 300 is formed of a convex saucer having a semi-cylindrical shape and a convex shape, The present invention relates to a pottery, a dry method, a pottery, and a dry-edged structure which can reduce the load on the entire roof by attaching the pottery and the roof structure to each other without using wet material such as soil.

Description

TECHNICAL FIELD [0001] The present invention relates to a method for constructing a pottery,

The present invention relates to a roof construction method using a tile, and more particularly, to a dry construction method capable of fixing a pot and a roof to a roof without soil.

The tile is the building material of the porcelain product of the roof, and the most basic is the amikawa (or the flat) and the sukiya (or the round tile), and the classification according to the material is the pot with the clay kneaded and baked , Cement tanks made by mixing cement and sand, and metal plates processed by metal plate.

The earth tile (or clay) began to be used from ancient Greek times and also existed in Rome. In the Orient, it was already in the Chinese summer, and in Korea it was first used in the building during the Nara period. In modern times, lightweight and functionalized roof top finishes have been used in traditional and improved hanok with pottery as a substitute for traditional tile.

On the other hand, there is a tendency that the demand for the traditional houses such as hanok or the houses that have improved them is increasing as the natural environment for habitation is well received. As a result, the demand for architecture that utilizes tradition with earthenware is steadily increasing.

However, unlike the method of applying metal and the like, the conventional earthenware and method of construction have been applied by a wet method using soil (for example, Korean Patent Publication No. 10-2005-0034222, : Bunker). The load applied to the roof structure by the conventional wet type construction method is about 1000 to 1800 kg / m < 2 >, which causes a load load on the roof structure to be large,

In addition, as time passes, a chemical reaction occurs between the quick lime component and water as one component with the earthenware to lower the adhesive strength with the earthenware, and eventually the earthenware is separated from the earthenware, thereby causing a problem in the maintenance burden.

In addition, the conventional wet type construction method is accompanied by a manpower of Korean style and craft which professionally constructs or repairs a tile of a traditional house, and there is a problem of an increase in labor cost due to this.

As a result, there has been a need for a construction method that improves the problem of the above-mentioned wet construction method while maintaining the tradition with the earthenware, and an earthenware structure and a dry-structure structure for realizing the construction method.

In order to solve the above-described problems, the present invention provides a pottery, a dry method, a pottery, and a dry-edged structure that can reduce the load of the entire roof by attaching the pottery and the roof structure to the roof structure without using a wet material such as soil .

In addition, it is possible to prevent the phenomenon that the earthenware is separated from the earthenware by the chemical reaction caused by moisture occurring over time, and the strength of the attachment is weakened, so that the solidification of the roof finish is maintained and the earthenware, It is an object of the present invention to provide a connection structure.

Also, it is aimed to provide earthenware, dry construction method, earthenware and dry-type structure that can reduce labor costs by enabling earthenware and construction to be carried out with the skill level of general manpower.

In order to accomplish the above object, the present invention is a method for constructing a soil and a dry method, comprising the steps of: arranging an aquarius 200 in a longitudinal direction on an upper part of a roof structure 100; (10) for constructing a roof structure (100) to form a roof frame; A bracket mounting step (S20) of binding a bracket (400) made of a metal to the roof structure (100) at regular intervals in the longitudinal direction; A step (S30) of fixing the amikiha (200) to the bracket (400) by inserting both sides of the amikiha (200) into the bracket (400), the amikiha (200) being composed of a concave earthenware having a rectangular shape and a tuyugol; And a sucker 300 is inserted and fixed to the bracket 400 so as to cover both sides of the aquarie 200. The sucker 300 is formed of a convex saucer having a semi-cylindrical shape and a convex shape, The bracket 400 includes a fixing portion 410 having a fixing hole 411 formed therein for inserting a screw S therein and a supporting portion 420 at both ends of the fixing portion 410 The first elastic piece 421 is formed to be bent outward at an upper end portion of the support portion 420 and the second elastic piece 422 is formed under the first elastic piece 421 The first elastic piece 421 and the second elastic piece 422 are formed to bend in the same direction and the second elastic piece 422 is formed to bend in a direction opposite to the first elastic piece 421 and the second elastic piece 422, .

In addition, the step S10 of constructing the roof structure may include the step of installing a beam structure 110 (S11) for installing the beam structure 110 to support the loads of the roof frame and the finishing material. A frame mounting step (S12) for connecting and disposing the frame (120) so as to be spaced apart from the beam structure (110) by a predetermined distance; A heat insulating material mounting step (S13) for inserting and fixing the heat insulating material (130) in the space part provided inside the frame; A plywood installation step (S14) of fixing a plywood (140) to an upper end of the frame; And a roofing installation step (S15) of fixing the roofing (150) so as to abut on the upper part of the plywood (140).

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A first insertion hole 310 having a width narrower than a gap between the first elastic piece 421 and the first elastic piece 421 of the supporter 420 is formed in the sucker 300, As shown in FIG.

A second insertion hole 210 having a width narrower than that of the second resilient piece 422 is formed on both sides of the second elastic piece 422 so as to be fixed by the second elastic piece 422 of the support part 420, As shown in FIG.

In order to achieve the above object, the earthenware and dry-laid structure according to the present invention comprises a roof structure 100, an amikiha 200 arranged longitudinally, a sucker 300 for covering both sides of the amikiha 200, (200) is composed of a concave earthenware having a rectangular shape and a tung-arch, and the sucker (300) is formed of a convex earthenware having a semi-cylindrical shape and formed with a tack light, The brackets 400 are fixed to the roof structure 100 at regular intervals in the longitudinal direction. Both sides of the brackets 400 are inserted and fixed to the brackets 400. The fixing portion 410 having the fixing hole 411 is inserted into the bracket 400 so as to insert the screw S in the horizontal direction The fixing portion 410, And a support portion 420 is integrally formed on both ends of the support portion 420. The support portion 420 is formed such that a first elastic piece 421 is bent outward at an upper end portion of the support portion 420, The first and second elastic pieces 421 and 422 are formed such that the first and second elastic pieces 421 and 422 are bent in the same direction, And is formed to be bent.

The roof structure 100 includes a frame 120 connected to the upper portion of the beam structure 110 so as to be spaced apart from the beam structure 110 by a predetermined distance and a space is formed in the frame 120, And a roof 140 is provided at an upper end of the frame 120 and a roofing 150 is installed so that the upper end of the plywood 140 is abutted.

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A first insertion hole 310 having a width narrower than a gap between the first elastic piece 421 and the first elastic piece 421 of the supporter 420 is formed in the sucker 300, As shown in FIG.

The second insert hole 210 having a width narrower than the gap formed by the second elastic piece 422 is fixed to the upper portion of the amikiha 200 so as to be fixed by the second elastic piece 422 of the support portion 420 And is formed on both sides.

With the earthenware, the dry construction method, the earthenware and the dry irregular structure by the above-mentioned solution, there is no need for a wet material such as earth for adhering the earthenware, and thus the load of the entire roof is lightened.

In addition, there is an advantage that it is possible to prevent the phenomenon that the earthenware is separated from the earthenware by the chemical reaction caused by moisture generated over time or the bonding strength is weakened.

In addition, since the earthenware and construction can be done with the skill level of the general personnel, there is an advantage that the cost equivalent to the labor cost of the Korean style and the craft which professionally constructs or repairs the tiles of the traditional houses can be advantageously reduced.

Further, since a space is secured inside the frame 120, there is an advantage that the heat insulating material can be installed easily and quickly.

Furthermore, since the earthenware and dry-type structure are provided with the metal bracket, there is an advantage that the Sukiwa and Amkywa can be firmly fixed without the wet material such as soil. Specifically, the first elastic piece and the second elastic piece are formed on the bracket, so that the sucker and the amucker can be pressed to be pressed and fixed easily.

FIG. 1 is a flowchart showing an embodiment of the earthenware and dry method according to the present invention.
2 is a flowchart showing another embodiment of the earthenware and dry method according to the present invention.
FIG. 3 shows an overall view of the earthenware and dry-ligature structure according to an embodiment of the present invention.
4 is a cross-sectional view of the earthenware and dry-ligature structure according to one embodiment of the present invention.
FIG. 5 is an exploded view of the entire structure according to an embodiment of the present invention, which is the earthenware and dry-ligature structure.
FIG. 6 is an enlarged view of a joint portion between a bracket, anchor, and a suki, which is a part of the earthenware and dry ligature structure of the present invention.
Fig. 7 shows an embodiment of a bracket which is a part of the earthenware and dry-ligament structure of the present invention.
Fig. 8 shows another embodiment of the bracket which is a part of the earthenware and dry ligature structure of the present invention.
Fig. 9 is a cross-sectional view of a bracket which is a part of the earthenware structure and the dry-ligature structure of the present invention combined with the Akiwa and Sukiwa.
Fig. 10 is a cross-sectional view showing a connection sequence of a bracket, an akiwa and a suki, which are part of the earthenware and the dry ligature structure of the present invention.

The earthenware, the dry method, the earthenware, and the dry irregular structure according to the present invention can be variously applied, and the most preferred embodiments will be described below with reference to the accompanying drawings.

FIGS. 1 and 2 show a flowchart of an embodiment of the earthenware and dry method according to the present invention.

Referring to FIG. 1, an embankment 200 is longitudinally arranged on an upper part of a roof structure 100, and a sucker 300 is longitudinally arranged to cover both sides of the embankment 200, (S10) for constructing a roof structure (100) for constructing a roof structure to form a roof structure, a bracket installation step for attaching a bracket (400) made of a metal to the roof structure (100) In step S20, both sides of the amikiri 200 are inserted and fixed to the bracket 400. The amikiri 200 is formed by a concave earthenware having a rectangular shape and a trough and a bracket 400 The sakiwa 300 is inserted and fixed to cover both sides of the aquireh 200, and the sakeiwa 300 includes a squeeze fixing step S40 consisting of a semi-cylindrical and convex saucer formed with a tear lamp.

Accordingly, there is no need for a wet material such as soil for attaching the earthenware and the like, so that there is an advantage that the load on the entire roof is lightened. That is, the load applied to the roof structure by the conventional wet type construction method is about 1000 to 1800 kg / m 2. Since the load can be reduced to about 200 to 300 kg / m 2 by the above dry construction method, The burden is reduced and the size of the structure member can be reduced.

In addition, there is an advantage that it is possible to prevent the phenomenon that the earthenware is separated from the earthenware by the chemical reaction caused by moisture generated over time or the bonding strength is weakened. Specifically, the quick lime component as one component with the earthenware causes chemical reaction, and as the time passes, the above chemical reaction accumulates to lower the adhesion strength with the earthenware, and eventually the peeling phenomenon It is possible to maintain the earthenware and the roof semi-permanently, and the maintenance cost is also relatively reduced.

In addition, since the earthenware and construction can be carried out with the skill level of ordinary manpower, there is an advantage that the labor cost to be paid to the hanik and the ball which professionally constructs or repairs the tile of the traditional house can be reduced.

The step S10 of constructing the roof structure includes the step of installing a beam structure 110 to install the roof structure and the load of the finishing material, (S13) for inserting and fixing the heat insulating material (130) in the space portion provided inside the frame, a step of inserting the heat insulating material (130) 140), and a roofing installation step (S15) of fixing the roofing (150) so as to abut on the upper portion of the plywood (140).

Thereby, a space is secured inside the frame 120, and there is an advantage that the heat insulating material can be installed easily and quickly.

That is, according to the conventional wet type construction method, in addition to the soil thickness (200 to 300 mm) for insulation of the roof portion, a separate insulation thickness (300 to 500 mm) is accompanied by the overall thickness of the earthenware and roof finish, There was a disadvantage. However, by providing a space with a required heat insulating thickness inside the frame 120, it is possible to reduce the finish thickness of the roof and to make it easy to install the heat insulating material.

Hereinafter, the earthenware and the dry ligature structure to be constructed by the earthenware and the dry method will be described in detail.

FIGS. 3 to 4 show a general view and a cross-sectional view in the width direction according to one embodiment of the present invention, which is a structure of a pottery and a dry-ligature structure.

Referring to FIG. 3, the amikiha 200 is longitudinally arranged on the roof structure 100, the suakiha 300 is longitudinally arranged to cover both sides of the amikiha 200, and the amikiha 200 And the buckwheel 300 are fixed to the roof structure 100 by brackets 400 fixed at a predetermined interval in the longitudinal direction.

The roof structure 100 includes a frame 120 connected to the upper portion of the beam structure 110 by a predetermined distance so as to be spaced apart from the beam structure 110. Specifically, And a second frame 122 is provided parallel to the beam structure 110 while being connected to the first frame 121. The second frame 122 is orthogonal to the second frame 122, And a third frame 123 is provided parallel to the beam structure 110 (see FIG. 4). Thus, it is possible to provide a space having a required thermal insulation thickness inside the frame 120, thereby reducing the finish thickness of the roof and facilitating the construction of the thermal insulation.

The frame 120 is provided with a space in which a heat insulating material 130 is inserted and fixed. A plywood 140 is provided at an upper end of the frame 120 and a roofing 150 (See Fig. 4). The beam structure 110 may be made of structural wood such as a rafter or modern furnace in the case of a hanok or improved hanok, and may be made of concrete or steel frame (H-Beam, etc.). The heat insulating material 130 may be typically made of urethane foam or glass fiber material, and the roofing 150 may be made of asphalt roofing, sheet, or the like.

The roof structure 100 is typically constructed on top of a building such as a hanok. The construction method and structure for forming the entire skeleton of a hanok or the like preceding the construction of the roof structure 100 may be the same as in the past, The construction of the roof structure will be described in detail in this specification.

The amikiha 200 is composed of a concave earthenware having a rectangular shape and a tuyugol. The amikiha 200 serves to cover the floor of the roof structure 100 and can block snow and rainwater by the tuykhole of the amikiri 200. In addition, a water flow cut-off groove (not shown) is formed at the lower end of the amuckwheel 200 in the longitudinal direction so that snow and rainwater penetrating into the amuckwheel 200 can be additionally blocked. The second insertion holes 210 may be formed on both sides of the base plate 200 to be fixed by the second elastic pieces 422 of the bracket 400 described later.

The Sukiwa (300) is composed of a semi-cylindrical convex earthenware with a tuck light. The sakiwa 300 can cover both side surfaces of the aquarius 200 covering the roof structure 100 to supplementively block snow and rainwater. In addition, a water flow cutoff groove (not shown) is formed at a lower end portion of the water cutter 300 to block snow and rainwater penetrating between the water cuts 300. The first insertion holes 310 may be formed on both sides of the sucker 300 to be fixed by the first elastic pieces 421 of the bracket 400 described later.

The bracket 400 is made of a metal material, and is attached to the roof structure 100 at regular intervals in the longitudinal direction. Specifically, both sides of the aquired keys 200a and 200b are inserted into the bracket 400, and the sucker 300a is inserted and fixed to the bracket 400 so as to cover both sides of the aquired keys 200a and 200b .

Thereby, there is an advantage that the Sukiwa and Amkywa can be firmly fixed without the wet material such as soil.

FIG. 5 is an exploded view of the entire structure according to an embodiment of the present invention, which is the earthenware and dry-ligature structure.

Hereinafter, the bracket 400 will be described in more detail.

FIG. 6 is an enlarged view of a connection portion of the bracket 400, the AMKIWA 200 and the SQUIWAW 300, which are part of the earthenware and the dry wire structure according to the present invention. FIGS. 7 to 8 illustrate embodiments of the bracket 400 And FIG. 9 is a cross-sectional view of the bracket 400 coupled with the AMBIWA 200 and the SQUIWA 300. As shown in FIG.

The bracket 400 is formed with a fixing portion 410 having a fixing hole 411 in a horizontal direction so that the screw S is inserted therein. At both ends of the fixing portion 410, As shown in FIG.

As shown in FIG. 8, the fixing holes 411 may be formed in a plurality of holes in consideration of the number and strength of the studs 200 and the studs 300.

The first elastic piece 421 is formed to bend outward at the upper end of the support part 420 and the second elastic piece 422 is bent at the lower part of the first elastic piece 421 in the same direction And an arm and a support piece 423 may be formed on the lower portion of the second elastic piece 422 so as to be bent in a direction opposite to the first and second elastic pieces 421 and 422.

Thereby, there is an advantage that the sucker and the amuckwheel can be pressed to the bracket 400 attached to the roof structure 100 and can be fixed easily.

The bracket 400 can be produced by simply bending and cutting a metal plate. That is, the supporting portions 420 at both ends are bent upward with respect to the fixing portion 410, the upper portion of the supporting portion 420 is cut by a predetermined length, and one side of the cut support portion 420 is cut The first and second elastic pieces 421 and 422 are bent in a direction opposite to the first and second elastic pieces 421 and 422 so that the first and second elastic pieces 421 and 422 are cut into a ' The first and second elastic pieces 421 and 422 may be bent outward to form the bracket 400.

A first insertion hole 310 having a width narrower than a gap between the first elastic piece 421 and the first elastic piece 421 of the supporter 420 is formed on both sides of the sucker 300, As shown in FIG.

Similarly, the second insert hole 210 having a width narrower than the gap opened by the second elastic piece 422 is fixed to the upper portion of the amky key 200 by the second elastic piece 422 of the support portion 420 Can be formed on both sides.

The first insertion hole 310 of the sucker 300 is inserted into the support portion 420 to press the guide end 421a of the first elastic piece 421 and the first insertion hole 310 of the sucker 300 is inserted, When the first elastic piece 310 passes through the guide end 421a, it is prevented from being separated by the fixed end 421b of the first elastic piece 421 in the reverse direction.

Similarly, the second insertion hole 210 of the A-key 200 is inserted into the support portion 420 to press the guide end 422a of the second elastic piece 422, and the second insertion hole 210 of the A- When the insertion hole 210 passes through the guide end 422a, it is prevented from being separated in the reverse direction by the fixed end 422b of the second elastic piece 422. [

As a result, the insertion of the first and second insertion holes 310 and 210 of the first and second elastic pieces 421 and 422 is made to be inward, 421) 422 passes through the first and second insertion holes 310, 210, and is restored to its original state by the elastic force. In other words, the sucker 300 or the amikiha 200 can be coupled to the bracket 400 by simply positioning it near the support 420 of the bracket 400 and then pushing it down.

In addition, an anchor and a supporting piece 423 integrated with the supporting portion 420 may be formed to support the inserted amuckee 200. As shown in FIG. 8, the at least two amik and the support pieces 423 may be formed by bending the at least two amik and the support pieces 423 in one support 420 considering the number and the load of the at least two amikis 200 .

In addition, the support portion 420 may be formed with inclined guide portions 424 on both sides of the upper end thereof. Thereby, there is an advantage that the first insertion hole 310 formed in the keyway or the second insertion hole 210 formed in the keyway can be easily inserted. Specifically, the first and second insertion holes 310 and 210 of the Sukiwa or Amky are positioned so that the first and second insertion holes 310 and 210 are inclined with respect to the supporting portion 420, The coupling between the amikiri 200 and the sucker 300 and the bracket 400 can be quickly and accurately applied.

10 is a cross-sectional view showing the assembling sequence of the bracket 400, the amikawa 200, and the sukiwa 300, which are parts of the earthenware and the dry-

The bracket 400 is fixed to the upper portion of the roof structure 100 by fastening the fixing portion 410 of the bracket 400 to the upper portion of the roof structure 100 by means of a fixing hole 411 formed in the fixing portion 410, (S) to fix the bracket 400 (Fig. 10 (a)).

The second insertion holes 210 are pressed downward in a state in which the aquariums 200a and 200b are positioned on the support portions 420 formed on both sides of the fixing portion 410, After passing through the elastic piece 421, insertion is performed while being guided by the second elastic piece 422. At this time, the second elastic piece 422 having an interval larger than the width of the second insertion hole 210 continues to be inserted while being inwardly misaligned. The lower end of the second elastic piece 422 passes through the second insertion hole 210 and is restored to its original state by the elastic force (FIG. 10 (b)). Through this repetition of the process, both of the Amykhwa 200 are fixed.

The first insertion hole 310 is pressed against the first elastic piece (not shown) of the supporting part 420 while the lower part 300a is positioned on the supporting part 420 formed on both sides of the fixing part 410, 421). At this time, the first elastic piece 421, which is wider than the width of the first insertion hole 310, continues to be inserted while being inwardly bent. The lower end of the first elastic piece 421 passes through the first insertion hole 310 and is restored to its original state by the elastic force (Fig. 10 (c)).

By this process, the suckers 300b are arranged so as to be continuous in the longitudinal direction (Fig. 10 (d)). In other words, by repeating the process that both sides of Akiwa (200) are covered by Sukiwa (300), Ameki and Saiki sukiwa complete the earthenware and the finish which is placed.

The earthenware, the dry method, the earthenware and the dry irregular structure according to the present invention have been described above. It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.

It is to be understood, therefore, that the embodiments described above are in all respects illustrative and not restrictive.

S10: Installation of beam structure Step S20: Bracket installation step
S30: Fixed step with Amky S40: Fixed step with Suki
100: roof structure 110: beam structure
120: Frame 130: Insulation
140: plywood 150: roofing
200: Ammo and 210: Second insertion hole
300: Sukiwa 310: First insertion hole
400: bracket 410:
420: Support portion 421: First elastic piece
422: second elastic piece 423:
S: Screw

Claims (10)

In the earthenware and method of arranging the sucker (200) in the longitudinal direction and the sucker (300) in the longitudinal direction so as to cover the both sides of the aquick (200) in the upper part of the roof structure (100)
A roof structure construction step (S10) of constructing a roof structure (100) to form a roof structure;
A bracket mounting step (S20) of binding a bracket (400) made of a metal to the roof structure (100) at regular intervals in the longitudinal direction;
A step (S30) of fixing the amikiha (200) to the bracket (400) by inserting both sides of the amikiha (200) into the bracket (400), the amikiha (200) being composed of a concave earthenware having a rectangular shape and a tuyugol; And
The buckwheat 300 is inserted and fixed to the bracket 400 so as to cover both sides of the aquiw 200. The buckwheat 300 is formed of a convex saucer having a semi-cylindrical shape and a trough shape. , ≪ / RTI &
The bracket (400)
A fixing portion 410 having a fixing hole 411 is formed in the horizontal direction so that the screw S is inserted into the fixing portion 410. Support portions 420 are integrally formed on both ends of the fixing portion 410,
The support portion 420 may be formed,
The first elastic piece 421 is formed to bend outward at the upper end, and the second elastic piece 422 is formed beneath the first elastic piece so as to be bent in the same direction. The lower part of the second elastic piece 422 (423) is formed to be bent in a direction opposite to that of the first elastic piece (421) and the second elastic piece (422).
The method according to claim 1,
In the step S10 of constructing the roof structure,
A beam structure installation step (S11) for installing the beam structure (110) to support the load of the roof frame and the finishing material;
A frame mounting step (S12) for connecting and disposing the frame (120) so as to be spaced apart from the beam structure (110) by a predetermined distance;
A heat insulating material mounting step (S13) for inserting and fixing the heat insulating material (130) in the space part provided inside the frame;
A plywood installation step (S14) of fixing a plywood (140) to an upper end of the frame; And
And a roofing installation step (S15) of fixing the roofing (150) so as to abut on the upper part of the plywood (140).
delete The method according to claim 1,
In the Sukiwa 300,
Wherein a first insertion hole (310) is formed on both sides of the support portion (420), the first insertion hole (310) being narrower than a gap between the first elastic piece (421) and the first elastic piece (421) Dry construction method.
The method according to claim 1,
In the AMKYWA 200,
Wherein a second insertion hole (210) is formed on both sides of the second elastic piece (422) so as to be fixed by the second elastic piece (422) of the support part (420) Dry construction method.
In the earthenware structure (A) in which the amikiha (200) is arranged in the longitudinal direction and the sucker (300) is arranged in the longitudinal direction to cover both sides of the amikiri (200)
The sidewall 300 is formed of a convex earthenware having a semi-cylindrical shape and a tear lamp, and the sidewall 300 is spaced apart from the roof structure 100 by a predetermined distance in the longitudinal direction A metal bracket 400 is fixed to both sides of the bracket 400 and both sides of the bracket 400 are inserted and fixed to the bracket 400. Sukiwa 300 is mounted on the bracket 400 to cover both sides of the bracket 400 And,
The bracket (400)
A fixing portion 410 having a fixing hole 411 is formed in the horizontal direction so that the screw S is inserted into the fixing portion 410. Support portions 420 are integrally formed on both ends of the fixing portion 410,
The support portion 420 may be formed,
The first elastic piece 421 is formed to be bent outward at the upper end and the second elastic piece 422 is formed to bend in the same direction at the lower part of the first elastic piece 421, 422 are formed to bend in a direction opposite to the first and second elastic pieces 421, 422, respectively.
The method according to claim 6,
The roof structure (100)
A frame 120 is provided so as to be spaced apart from the upper part of the beam structure 110 by a predetermined distance and a space is formed in the frame 120 to insulate the frame 120, Characterized in that a plywood (140) is provided on the upper end of the plywood (140) and a roofing (150) is provided so that the plywood (140)
delete The method according to claim 6,
In the Sukiwa 300,
Wherein a first insertion hole (310) is formed on both sides of the support portion (420), the first insertion hole (310) being narrower than a gap between the first elastic piece (421) and the first elastic piece (421) Dry connecting structure.
The method according to claim 6,
In the AMKYWA 200,
Wherein a second insertion hole (210) having a width narrower than an interval opened by the second elastic piece (422) is formed on both sides so as to be fixed by the second elastic piece (422) of the support part (420) And a dry-connected structure.

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