KR101402959B1 - Modern Hanok Using Light-weight wooden structure - Google Patents

Abstract

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a lightweight neck structure and an improved hanok using the same.
The lightweight neck structure according to the present invention is a lightweight neck structure having a structure in which the members constituting the building frame are connected together by a groove-to-projection engagement, wherein two or four lightweight slabs of the same thickness are juxtaposed Or a laminated wood in which three or five lightweight sheets are bonded together in parallel but one side of the lightweight slab is partially cut to form a joint, And the jointed woods are mutually engaged by a fit-fit of the groove-projection.
Further, the modified hanok with lightweight wood structure according to the present invention is a hanok with the above-mentioned light weight wood structure. The bonded wood is divided into 4 sides of light weight wood and 2 sides of light weight wood, And a lightweight slab on three sides, and is provided with pillars, tori, and viewing trees, and is provided with lanterns, long tongues, cochlear columns, and rafters.

Description

Modern Hanok Using Light-weight wooden structure "

More particularly, the present invention relates to a lightweight wood structure having a light weight and a modified hanok using the same, and more particularly, The present invention relates to a lightweight wood structure having a simple connection structure and a modified hanok which is preferably applied to the structure.

Traditional Korean hanok follows the furniture style by the wood. It is building natural wood, sanctifying, cutting, assembling. Because of the heavy load on the traditional wooden hanok, the crane equipment is used as a necessity. Therefore, it requires a considerable cost of construction work and the construction period is long, and the construction cost is also high due to the use of the expensive wooden material. In addition, there is a disadvantage in that the hanok has a structural disadvantage that the distortion of the hanok is largely caused by shrinkage expansion due to dry matter, and that the construction of the hull structure is made only by professional carpenters.

In recent years, efforts have been made to improve the disadvantages of traditional hanok as government policies have been actively promoted. However, the traditional method of restoring the structure of the wooden structure has been limited to the improvement of the partial structure and details by the use of modern materials such as cement mortar and iron. As a result, inconveniences such as the use of mass wood and the participation of traditional craftsmen remain.

The present invention has been developed to improve the problem of traditional hanok by conventional wooden materials. It is a lightweight wood structure having a light weight structure which realizes a joining structure between members while actively using a light wood which is not only easy to process but also easy to handle, There is a technical problem in providing an improved hanok which is applied to

In order to solve the above-mentioned technical problem, the present invention is a luminaire-type lightweight structure in which members constituting a building frame are connected by fitting of grooves and projections, wherein two or four light- A jointed or lightweight sheet material is prepared by joining three or five sheets of parallel laminated wood together, wherein one or more of the grooves, projections, holes, Wherein the jointed woods are fastened to each other by a custom fit of the groove-projection.

In addition, the present invention is a hanok with a lightweight wood structure. The bonded wood is divided into 4 sides by lightweight slabs and 2 by light slabs, 5 by light slabs, and 3 by lightweight slabs And is provided with pillars, tori, and bamboo trees, and is provided with lanterns and longwoods as joinery.

According to the present invention, the following effects can be expected.

First, since lightweight timber that has been dried and processed is completed as a single jointed wood member in the field, it is possible to complete a wooden structure with a simple and economical structure while reducing deformation as compared with using timber. have.

Second, the use of lightweight slabs makes the load of members lighter, making it possible for non-specialists to participate in wooden buildings, especially hanok construction.

Thirdly, the hanok according to the present invention can simplify the existing hanok member by using the lightweight wooden structural member, and can simplify the hanok in a range that can maintain the hanok entrance, so that the hanok can be economically distributed.

FIG. 1 shows a hanok completed by applying a lightweight neck structure according to the present invention.
Fig. 2 is a detailed view of the installation of the upper and lower beams in the hanok according to the present invention.
Fig. 3 is a detailed view of the lower limb installation of the lower part of the column in the hanok according to the present invention.
Fig. 4 is a detailed view of the installation of the cotyledon column between the longitudinals and the beams in the hanok according to the present invention.
Figs. 5A and 5B are detailed views of the installation of the torii, the bow, and the tongue in the hanok according to the present invention.
6 is a detailed sectional view of a wall in a hanok according to the present invention.
Fig. 7 is a detailed view of a railing on a torii in a hanok according to the present invention.
8 is a detailed sectional view of a roof in a hanok according to the present invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will now be described in detail with reference to the accompanying drawings and preferred embodiments.

The lightweight wood structure using the lightweight slab according to the present invention is characterized in that two or four lightweight slabs of the same thickness are juxtaposed in parallel or a laminated wood in which three or five lightweight slabs are juxtaposed in parallel are used as main materials do. In the present invention, lightweight slabs (lightweight slabs such as 2x4, 2x6, 2x8, etc.) thinner than the width are joined by 2 or 4 sides, Three or five sides are bonded to form a single bonded wood member. Here, lightweight slabs are suitable when they are tightly joined together with bolts and screws.

Particularly, in the present invention, the lightweight slab is partly cut to form at least one of a groove, a projection, a hole, and a step. Such a lightweight slab forms a protrusion and a groove naturally in the bonded wood. Cutting of lightweight slabs is preferably carried out at the factory so that the quality of construction can be ensured. As a result, when the jointed wood having the projections and grooves is used, the jointed woods can be completed by fitting the grooves of the joints together like the existing wooden structures such as the traditional hanok, and can be completed with the lightweight wood structure of the coupling type. It is needless to say that the above-mentioned lightweight wood structure of the coupling type can be used together with the jointed wood having the projections and grooves, and the jointed wood made of the lightweight wood, which is not separately cut.

As described above, since the lightweight slabs having been dried and processed are completed as a single jointed wood member in the field, the lightweight wood structure is completed in the field, so that the deformation can be reduced as compared with the use of the conventional slabs, Participation construction becomes possible.

FIG. 1 shows a modified light weight wooden structure improved hanok according to the present invention. The improved lightweight wood structure modified hanok according to the present invention is characterized in that the bonded wood is divided into a light wood slab with 4 sides and a light wood slab with 2 sides and a light wood slab with 5 sides, The column 110, the tori 120 and the beam 130 are used as a tree and are divided into a long tang 140, a tang 150a, 150b and 150c, The pillars (160), the bones (170), the rafters (180) and so on are completed by joining them. A typical hanok consists of 2.4M × 2.4M, but considering the characteristics of each user, it needs to be adjusted so that modules of various sizes such as 2.7M × 2.7M and 3.0M × 3.0M can be constructed. Accordingly, it is necessary to plan the size of major structural members such as columns, beams, and tori so that the SPAN becomes longer and structurally stable in the case of large space. In consideration of this, in the present invention, In addition to the combination of the main line and the two side lines, we also propose a combination of the four side lines and the two side lines.

2 is a detailed view of the installation of the dome 120 and the beam 130 on the upper part of the column 110 in the improved light weight wooden structure improved hanok of the present invention. 2, the column 110 is formed by four lightweight screeds. Particularly, the upper portion of the column 110 is formed by the four corner edges 110a formed by the lightweight screeds on the outer edge 2, A structure is formed in which a + groove 110b is formed. The pillar 110 is made of lightweight slabs of 4 sides and lightweight slabs of 2 sides are prepared at a lower height than lightweight slabs of 2 sides of the outer slabs and grooves are formed at the upper part of the light slabs of the outer slabs 2, To match the upper portion of the lightweight slab. On the other hand, the pillars 110 may be provided by a lightweight slab material of five sides, and in this case, the middle portion may be formed of three lightweight slab materials. The four corners 110a of the column and the elongate 140 and / or the corners 110a of the column are seated and fixed in the grooves 140 and / or the lintel 150a between the four corners 110a of the column and the grooves 110b. A torii 120 is placed on the lintel 150a and is connected to the tangible tang 140 or the lintel 150a. The coupling of the tongue 120 and the tongue 140 or the lintel 150a is described in Figures 5A and 5B.

In FIG. 2, the boll 170 and the beam 130 are further provided. In order to do this, the column 110 is formed with a groove on the upper part of the lightweight slabs on the center two or three sides. In other words, as the grooves are formed on the upper portion of the lightweight sheet material at the center 2 or 3, the grooves of the upper portion of the lightweight sheet material at the outer side are extended so as to coincide with the grooves of the middle 2 or 3 lightweight sheet material, And the + groove 110b between the edge portions 110a is formed to the upper portion of the lightweight slab at the center two or three sides. As a result, the bones 170 by the joist (lightweight slabs of two or three sides) are further seated on the + groove 110b between the four corner edges 110a of the column and the + The bobbin 130 is installed on the bobbin 170 while the bobbin 130 is installed on the bobbin 170 and the bobbin 130 is installed on the bobbin 170 And it is installed so as to be opposed to the column 110 and the trench 120. In FIG. 2, lightweight slabs of four sides constituting the beam 130 are cut and formed into various shapes for forming a hole for coupling the beam 130 to the pillars 110 and 120, and an air hole is formed . If the column is prepared with a 5-page lightweight timber, prepare a 5-page timber timber.

FIG. 3 is a detailed view of the installation of the lower limb 150c under the pillars 110 in the hanok according to the present invention. The column 110 is formed by inserting a through hole in the lower part of the lightweight slab at the outer edge of the outer perimeter so as to form a fitting groove 110c in the lower part of the column 110 and inscribing the lower part 150c in the fitting groove 110c of the column Install it by fitting. Here, it is needless to say that the through hole is further processed to the middle lightweight slab of the column 110 so that the fitting groove 110c of the column can be formed deeper at the outer periphery. As shown in FIG. 3, the lower cabinet 150c may be made of a straight joist (a lightweight joist of two or three sides) that has not been subjected to the machining. It is also possible to use. In the case of the room 150b being in operation, the pillar 110 is subjected to a coupling process in the same manner as the lower pillar 150c.

4 is a detailed view of the installation of the co-pillar 160 between the longitudinals 120 and the beams 130 in the hanok according to the present invention. The beam 130 is formed in the lightweight slab material on the second or third side of the beam 130 and the fitting groove 130c is formed on the upper surface of the beam 130. [ As shown in FIG. 4, the convex column 160 is inserted into the fitting groove 130c of the beam, and the concave column 160 has a lightweight angle end at the second or third side, It is also possible to insert a fitting in such a manner that it is integrally and integrally formed with the lower portion 150c of FIG. On the other hand, the convex pillar 160 is formed with grooves on the upper side of the light weight plate material on the second or third side so that the seating groove 160b is formed on the upper surface of the concave pillar 160, While the tongue 140 is seated on the tongue 140.

5A and 5B are installation details of the door 120, the beam 130, and the tongue 140 in the hanok according to the present invention. In order to join the ditch 120 and the beam 130 to the long tongue 140, the bottom 120 of the beam 120 and the beam 130 are processed into a step at the center, The bottom surface of the beam 130 is formed to be the concave and convex portions 120a and 130a and the long side 140 of the beam is formed by the upper surface of the lightweight angle member 2 or 3, And is formed to be formed by the unevenness 140a. As a result, the elongated tongue 140 is engaged with the tongue 120 and the beam 130 and the concave and convex portions 120a, 130a, and 140a. The lanyard 150a can also be connected to the dorye 120 in the same manner as the doryo 140. [ In particular, in FIGS. 5A and 5B, it can be seen that a buffer pad 190 corresponding to the concavities 120a, 130a, and 140a is further inserted between the buffer 120 and the beam 130 and the long- (190) contributes to improving airtightness. The heat insulation performance may be degraded through the gap between the trench 120 and the beam 130 and the long tongue 140 to cause energy loss. By using the cushion pad 190 such as a sponge or the like, the airtightness is enhanced, That is.

In FIGS. 5A and 5B, it can be seen that the wall plate 210 is fitted in a more irregular manner. To this end, the trench 120 and the beam 130 are formed so that the bottom surface of the lightweight slab on the outer side is further processed into a step so that the bottom surface of the trench 120 or the beam 130 is further formed with the outer trench 130b . As a result, the wall plate 210 can be fitted into the step groove 130b while coming into contact with the side wall 140 or the side wall of the lintel 150a, thereby enabling the wall plate 210 to be airtightly installed.

6 is a detailed wall cross-sectional view of the hanok according to the present invention. In Fig. 6, there is applied a heat insulating wall in which a heat insulating material (mineral fiber to chaff + chaff charcoal) is filled between OSB plates and the surface of the OSB plate is finished with mesh and ocher. The outside OSB plate in such a heat insulating wall becomes the wall plate 210 in Figs. 5A and 5B.

Figure 7 is a detail view of a rafter (180) on a ditch (120) in a hanok according to the present invention. A rafter 180 is placed on the trough 120. The rafter 180 is formed with grooves on the lower side of the lightweight slab so that the seating groove 180b is formed on the lower surface of the rafter 180 . This is because the rafters 180 are mounted on the ditches 120 through the seating grooves 180b so as to be fixed so that the airtightness can be further enhanced.

8 is a detailed roof detail cross-sectional view in a hanok according to the present invention. As can be seen, it is preferable that the roof is completed with a heat insulation and a waterproof structure (mineral fiber, waterproof layer), and further, a drainage layer, a soil layer and a plant material can be further provided to complete a rooftop greening structure.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, the present invention is not limited to the above-described exemplary embodiments, but various modifications, additions and substitutions may be made without departing from the scope of the present invention. And the scope of the present invention is defined by the appended claims.

110: Column
110a: edge book
110b: + groove
120: Dori, jodori
130: Bo
120a, 130a: concave and convex
130b:
110c, 130c:
140: Fitted
150a, 150b, 150c:
160: Conductor pole
160a:
170:
180: The rafter
160b, 180b:
190: buffer pad
210: wall plate

Claims (9)

A lightweight slab of the same thickness is used in which two or four sides are joined together in parallel and the lightweight slabs are joined together in a parallel manner by 3 or 5 sides, Hole and a step, and a joining-type lightweight structure in which the joining timber is connected to each other by the joining of the grooves and the projections,
The bonded wood is divided into 4 sections by lightweight slabs and 2 by lightweight slabs, 5 by light slabs and 3 by light slabs, and columns 110, And the beam 120 and the beam 130 are provided as a block and the long side 140 and the side walls 150a, 150b and 150c are provided as joists. The method of claim 1,
The lightweight slabs of the center two or three sides of the column 110 are provided at a lower height than the lightweight slabs of the outer slab 2, the lightweight slabs of the outer two sides are grooved at the top, The upper portion of the column 110 is formed as a four corner edge portion 110a by the lightweight slab on the outer side 2 and a pillar 110b formed between the four corner edge portions 110a, (110), < / RTI >
A tongue 140 or a lintel 150a is seated and fixed in the + groove 110b between the four corner portions 110a of the column,
Wherein the dome is placed on the four corners of the column and the elongate body or the lintel body so as to be fixed to the elongated body 140 or the lintel 150a. 3. The method of claim 2,
The column 110 is formed such that the lightweight slabs at the center two or three sides of the lightweight slabs are processed so as to extend along the grooves of the lightweight slabs 2 at the outer side and the lightly slabs at the middle 2 or 3 sides A + groove 110b between the upper four corner portions 110a of the column 110 is provided as a column 110 formed to the upper portion of the lightweight slab at the center two or three sides,
A bonnet 170 provided with a joist is further provided in the + groove 110b between the four corners 110a of the column and a beam 130 is further installed on the bead 170. On the bead 170, 140 and the ditches 120 are crossed with each other so that the beams 130 are installed to the columns 110, the tongue 140 and the ditches 120 so as to be opposed to each other. 3. The method according to claim 2 or 3,
The bottom 120 or the bottom 130 of the beam 130 may be formed as a concave or convex 120a or 130a formed by the bottom 120 or 130a, ) Or beam 130,
The elongated tongue 140 or the lintel 150a is formed by the upper surface of the elongated rectangular frame 140a or the upper surface of the lintel 150a being formed as the concave and convex portions 140a, Or the lintel 150a so as to be engaged in a fitting engagement between the dorsal 120 or the beam 130 and the irregularities 120a, 130a and 140a,
Characterized in that a cushion pad (190) corresponding to the concavities (120a, 130a, 140a) is fitted between the elongate body (140) or between the upper body (150a) Structural improvement type hanok. 5. The method of claim 4,
The bottom 120 of the trench 120 or the beam 130 is formed by cutting the lightweight slab bottom at one or more edges of the trench 120 to form a step groove 130b ) Or beam 130,
And the wall plate 210 is fitted into the end grooves 130b while abutting against the side surfaces of the elongate body 140 or the lintel 150a. 4. The method according to any one of claims 1 to 3,
The column 110 is provided with a column 110 in which a through hole is formed in a middle or lower portion of a lightweight slab at one or more outer sides and a fitting groove 110c is formed in a lower portion of the column 110,
And the lower cabin (150c) is fitted in the fitting groove (110c) of the column to be fixed. 4. The method according to any one of claims 1 to 3,
The beam 130 is provided with a beam 130 in which a groove is formed in the lightweight slab material on the second or third side and the fitting groove 130c is formed on the upper surface of the beam 130,
A concave pillar 160 fitted into the fitting groove 130c of the beam is provided as a jointer and a groove is formed in the upper part of the light weight plate 2 or 3 so that a seating groove 160b is formed on the upper surface of the concave pillar 160 Is provided with a co-ordinate pillar 160 to be formed,
Wherein the coin pillar 160 is fitted in and fixed to the fitting groove 130c of the beam top while the elongated hole 140 is seated in the seating groove 160b of the co- Structural improvement type hanok. 4. The method according to any one of claims 1 to 3,
A rafter 180 is provided on the trench 120 and is provided with a jointer 180 and a groove is formed on the lower side of the lightweight slab 180 to form a seating groove 180b on the lower surface of the rafter 180 ≪ / RTI &
And the rafter (180) is placed on the ditch (120) through the seating groove (180b) and is fastened. delete

Images