KR20200076195A - Connection structure of column and beam assembly of Hanok architecture - Google Patents

Abstract

The present invention relates to a connection structure of a composite glued assembly of a column and a beam of a Hanok building and, more specifically, to a connection structure of a composite glued assembly of a column and a beam of a Hanok building, which increases the rigidity of the structure of a column and a beam and increases the convenience of connection construction between beams and columns. The connection structure of a composite glued assembly of a column and a beam of a Hanok building comprises: a column assembly including a first inner steel plate of metal corresponding to the width of a Hanok column, glued and laminated wood arranged on both sides of the first inner steel plate, and a fixing means to fix the glued and laminated wood on the first inner steel plate; and a beam assembly including a second inner steel plate of metal corresponding to the width of a Hanok beam, glued and laminated wood arranged on both sides of the second inner steel plate, and a fixing means to fix the glued and laminated wood. The column assembly and the beam assembly are coupled in directions perpendicular to each other. The first inner steel plate and the second inner steel plate are extended outwards from the glued and laminated wood to be coupled to each other while being in contact with each other.

Description

Connection structure of column and beam assembly of Hanok architecture

The present invention relates to a connection structure of a pillar and beam composite aggregate wood assembly of a hanok building, more specifically

Hanok refers to a building built with Korean traditional architectural style. The hanok is eco-friendly, healthy, and has a unique traditional beauty comparable to that of any nation in any country in the world, and above all, harmony with nature is outstanding. This has the advantage of providing psychological stability to the residents.

On the other hand, Hanok has been outlooked for a long time because each room is narrow for modern people to live, cold in winter, difficult to manage, and the cost of construction is higher than other construction methods. 'Shin Hanok', which combines the advantages of Hanok with the functions of modern housing, is emerging.

'Shinhanok-type public building' is a composite structure in which the main structures of pillars, beams, etc. are wooden structures, and modern structures such as reinforced concrete structures and steel structures are fused to create various spaces through variable spatial planning. It means the building that reflects the succession, development, and creatively reinterpreted planning elements and future-oriented design elements, and its subsidiary buildings and Korean-style outdoor spaces. In particular, it is a public space closely related to the daily life of the residents and the welfare of residents , It has the role and value of public facilities that promote cultural benefits, exchanges, etc., by providing these units and welfare facilities of public housing as new hanok-type buildings, thereby promoting public awareness of hanok, and scaffolding for the distribution of new hanok-type buildings Will be able to arrange.

These, Hanok-type buildings are framed in the order of pillars, beams, torii, Dongjaju, Jungdori, Daegong, Marudori, truss, ugly, rafters, lintel, door frame, floor frame, floor board, ceiling frame If you do, hit the pillars and seals with ocher to make the walls of the heart stand out or build ocher bricks.

On the other hand, in providing pillars or beams, which are the main structure of hanok, there are the following problems when using wood.

First, there is a problem in that wood structures of wood are vulnerable to earthquake resistance.

Second, as the pillars and interpolation joints are made of wood, the strength of the joints is relatively weak compared to other parts, and there is a problem that the contraction and expansion of the wood occurs and the clearance occurs at the conjunctive part as the temperature changes.

Third, there is a problem in that the durability of the overall hanok building is deteriorated, such as the strength of the wood is reduced and the vulnerable bonding site is damaged as the construction period passes.

Republic of Korea Registration No. 10-1673850

The present invention was devised to solve the above-mentioned problems, and the object of the present invention is to improve the rigidity of pillars and beams used in large-space hanok buildings, and to enhance the convenience of constructing connections between neighboring pillars and beams. It is intended to provide a connection structure of a beam composite aggregate wood assembly.

In order to achieve the above object, the present invention is to secure the first inner steel plate of the metal corresponding to the width of the hanok column, the collecting wood disposed on both sides of the first inner steel plate, and the collecting wood to the first inner steel plate A pillar assembly including a fixing means; a second inner steel plate of a metal corresponding to the width of a hanok beam, a collecting tree disposed on both sides of the second inner steel plate, and a beam assembly including fixing means for fixing the collecting tree: It is configured, the pillar assembly and the beam assembly are coupled to each other in a direction perpendicular to each other, the first inner steel plate and the second inner steel plate is extended to the outside from the collecting wood to each other, characterized in that configured to be fastened in abutting state to each other It provides the connection structure of the pillar and beam composite aggregate wood assembly of the Hanok building.

At this time, the first inner steel plate includes a first extension blade extending toward the upper surface of the collecting wood on both sides and covering the upper surface, and a first fastening plate extending upwardly of the first extension wing, and the second inner steel plate It is preferably configured to include a second extending plate extending toward one side of the collecting wood on both sides and covering the one side, and a second engaging plate extending toward the first fastening plate and overlapping with the first fastening plate. .

At this time, including a support beam installed between the upper portion of the pillar assembly and the beam assembly, one surface of the support beam is supported by a first extension wing, a neighboring surface adjacent to one surface of the support beam is in close contact with the second extension wing , It is preferable that the support beam is fixed to the second extension blade through a fixing means.

In addition, the fixing means is preferably a bolt and a nut.

In addition, the second fastening plate is composed of a pair spaced apart from each other, it is preferable that the first fastening plate is configured to be interposed between the second fastening plate.

The connection structure of the pillar and beam composite aggregate wood assembly of the hanok building according to the present invention has the following effects.

First, it is possible to increase the stiffness of the pillars and beams, which are the main structures of hanok, by combining the inner steel sheets of metal and the aggregate wood and providing them as pillars or beams.

Second, since the lumber is bolted to both sides of the inner steel sheet with the inner steel sheet interposed therebetween, there is an effect of increasing the convenience of construction on site.

Third, an inner steel plate is interposed between the grafted trees, and the inner steel plate is formed to protrude outwardly from one end or both ends of the grafted tree and is configured to be fastened against the inner steel plate of a neighboring pillar or beam, thereby constructing a connection between the pillar and the beam It can increase the convenience for, and has the effect of increasing the connection stiffness.

1 is an exploded perspective view showing a connection structure of a pillar and beam composite aggregate wood assembly of a hanok building according to a preferred embodiment of the present invention
Figure 2 is a front view showing a pillar assembly of the connection structure of the pillar and beam composite aggregate wood assembly of a hanok building according to a preferred embodiment of the present invention
3 is a perspective view showing a beam assembly of a connection structure of a pillar and beam composite aggregate wood assembly of a hanok building according to a preferred embodiment of the present invention
Figure 4 is a bottom view showing the beam assembly of the connection structure of the pillar and beam composite aggregate wood assembly of a hanok building according to a preferred embodiment of the present invention
Figure 5 is a perspective view showing the connection structure of the pillar and beam composite aggregate wood assembly of a hanok building according to a preferred embodiment of the present invention
Figure 6 is an exploded perspective view showing the connection structure of the pillar and beam composite aggregate wood assembly of a hanok building according to another embodiment of the present invention
7 is a perspective view showing a connection structure of a pillar and beam composite aggregate wood assembly of a hanok building according to another embodiment of the present invention.

The terms or words used in the present specification and claims are not to be construed as being limited to ordinary or lexical meanings, and the inventor is based on the principle that the concept of terms can be properly defined in order to best describe his or her invention. It should be interpreted in a sense and concept consistent with the technical idea of the present invention.

Hereinafter, with reference to the attached Figures 1 to 5, the connection structure of the pillar and beam composite aggregate wood assembly of the hanok building according to a preferred embodiment of the present invention (hereinafter referred to as'connection structure of the composite aggregate wood assembly') to be described do.

The connection structure of the composite aggregate wood assembly is provided as a beam and a pillar by combining a steel material and a composite wood, thereby increasing the rigidity of the pillars and beams of a hanok and allowing the steel materials of metal to be connected to each other for convenience of construction between the beam and the pillars and rigidity of the connecting parts. Increased.

The connection structure of the synthetic wood assembly includes a pillar assembly 100 and a beam assembly 200 as shown in FIG. 1.

The pillar assembly 100 provides a pillar of a hanok building, and is composed of metal and wood.

Pillar assembly 100, as shown in Figures 1 and 2, the inner steel plate 110, and includes a collecting wood (120).

The inner steel plate 110 is provided for the rigidity of the pillar assembly 100 and is made of a metal panel.

At this time, the inner steel plate 110 constituting the pillar assembly 100 is referred to as a first inner steel plate 110 for convenience of description.

A plurality of fastening holes 111 are formed in the first inner steel plate 110 in a height direction, and the collecting woods 120 are fixed to both sides of the first inner steel plate 110.

1 and 2, an extended wing 112 and a fastening plate 113 are formed at an upper end portion of the first inner steel plate 110.

The extension wings 112 are formed to extend outwardly from both sides of the first inner steel plate 110, respectively, and are formed as square plates.

At this time, the width of the extension wing 112 corresponds to the width of the pillar.

By this configuration, it can be understood that the pillar assembly 100 is composed of a rectangular rectangular parallelepiped.

The extension wing 112 of the pillar assembly 100 is referred to as a first extension wing 112 for convenience of description.

The fastening plate 113 is configured for connection with the beam assembly 200 to be described later, and is formed upward from the first extension blade 112.

At this time, a plurality of fastening holes 113a penetrating both sides of the fastening plate 113 is formed.

The fastening plate 113 of the pillar assembly 100 is referred to as a first fastening plate 113 for convenience of description.

The collecting wood 120 together with the first inner steel plate 110 constitutes a pillar of a hanok building.

The collecting wood 120 is fixed to both sides of the first inner steel plate 110.

The aggregate wood 120 is a known technique, and may be provided in plural.

The overall width of the gathered tree 120 corresponds to the width of the first extension blade 112.

Aggregate wood 120 is fixed on both sides by half based on the first inner steel plate 110.

A fastening hole 121 corresponding to the fastening hole 111 of the first inner steel plate 110 is formed in the collecting wood 120.

This is to be able to be fixed to the first inner steel plate 110 through a fixing means to be described later.

At this time, the fastening hole 121 formed on the exposed surface of the collecting wood 120 is preferably formed to be stepped with the exposed surface of the collecting wood 120.

This is to prevent both ends of the fixing means from protruding outward from the collecting tree 120 in the process of fixing the collecting tree 120 to the first inner steel plate 110, which will be described later, will be described later in detail. .

1, the insertion grooves 122 opening downward toward the bottom of the collecting wood 120 on one side of the collecting wood 120 on both sides based on the first inner steel plate 110 are formed.

The insertion groove 122 is configured such that the insertion piece 310 of the basic hardware 300 for fixing the pillar assembly 100 is inserted as shown in FIG. 1.

Next, the beam assembly 200 constitutes a beam of a hanok building, and is connected to the pillar assembly 100 as shown in FIG. 1.

The beam assembly 200 is connected in a direction perpendicular to the pillar assembly 100, and one end thereof is connected to the upper end portion of the pillar assembly 100.

The beam assembly 200 includes an inner steel plate 210 and a collecting wood 220.

The inner steel plate 210 increases the rigidity of the beam assembly 200 and is a structure in which the collecting wood 220 is installed.

The inner steel plate 210 is made of a metal panel, and for convenience of description, the inner steel plate of the beam assembly 200 is referred to as a second inner steel plate 210.

A plurality of fastening holes 211 are formed in the second inner steel plate 210 for fastening the collecting wood 220.

As shown in FIGS. 1 and 3, the second inner steel plate 210 is formed with an extension wing 212 and a fastening plate 213.

The extension wings 212 are formed at both ends of the second inner steel plate 210, and are formed to extend outwardly from both side surfaces of the second inner steel plate 210, respectively.

The extension wing 212 of the beam assembly 200 is referred to as a second extension wing 212 for convenience of description.

The distance between the second extension blades 212 in the longitudinal direction of the beam assembly 200 corresponds to the length of the aggregated tree 220, the shape of which is made of a square plate.

By this configuration, it can be understood that the beam assembly 200 is also composed of a rectangular rectangular parallelepiped.

At this time, the width of the second extension blade 212 is formed to be larger than the thickness of the collecting wood 220.

Since the width of the second extension blade 212 is formed to be larger than the thickness of the aggregate tree 220 as described above, as illustrated in FIGS. 1 and 3, the second extension blade 212 is outside the aggregate tree 220. Protruding, and the protruding portion is formed with a fastening hole 212a for coupling with a supporting beam, which will be described later.

The fastening plate 213 is configured for connection with the pillar assembly 100, and is formed outwardly from each second extension blade 212.

The fastening plate 213 of the beam assembly 200 is referred to as a second fastening plate 213 for convenience of description.

At this time, a plurality of fastening holes 213a penetrating both sides of the second fastening plate 213 is formed, and the fastening holes 213a correspond to fastening holes 113a formed in the first fastening plate 113.

That is, the connection between the pillar assembly 100 and the beam assembly 200 may be made by fastening the bolt and the nut in a state where the sieve first fastening plate 113 and the second fastening plate 213 face each other.

The collecting wood 220 together with the second inner steel plate 210 constitutes a beam of a hanok building.

The collecting wood 220 is fixed to both side surfaces of the second inner steel plate 210.

The aggregate wood 220 is a known technique, and may be provided in plural.

The collected timber 220 is fixed on both sides by half based on the second inner steel plate 210.

A fastening hole 221 corresponding to the fastening hole 211 of the second inner steel plate 210 is formed in the collecting wood 220.

This is to enable the collecting wood 220 to be fixed to the second inner steel plate 210 through the fixing means described below.

At this time, the fastening hole 221 formed on the exposed surface of the aggregated tree 220 is preferably formed to be stepped with the exposed surface of the aggregated tree 220.

This is to prevent both ends of the fixing means from protruding outward from the collecting tree in the process of fixing the collecting tree 220 to the second inner steel plate 210, which will be described later, which will be described later.

On the other hand, it is preferable that the reinforcement plate 230 is further formed in the longitudinal direction of the second inner steel plate 210 as shown in FIGS. 1 and 3 on the upper portion of the second inner steel plate 210.

The reinforcing plate 230 is for increasing the rigidity of the beam assembly 200.

Since the reinforcing plate 230 is formed on the second inner steel plate 210, the shape of the front end face of the second inner steel plate 210 may be formed in a “T” shape.

On the other hand, a fixing means 400 is provided, and the fixing means 400 serves to fix the collecting woods 120 and 220 to the inner steel plates 110 and 210.

The fixing means 400 is preferably provided with a bolt 410 and a nut 420 so as to increase construction convenience for assembling a pillar assembly and a beam assembly in the field.

That is, the bolt 410, as shown in Figures 1 to 4, the fastening holes (111,211) of the inner steel plate (110,210) through the fastening holes (121,221) of the one side of the collecting wood (120,220) and the other side of the fastening wood (120,220) It is exposed through the balls (121,221), the nut 420 is fastened to the ends of the exposed bolts 410, so that the joining woods (120,220) are joined to the inner steel plates (110,210).

At this time, the head portion of the bolt 410 is located in the stepped groove portion of the one side of the collecting neck 120 and 220, and the nut 420 is located in the stepped groove of the other side of the collecting tree 120 and 220 so that the fixing means do not protrude out of the collecting tree 120 and 220 Therefore, it is possible to keep the appearance of the pillar assembly smooth.

Hereinafter, the construction of the pillar assembly and the beam assembly having the above-described configuration will be described.

The collected timbers 120 and 220 are fitted to both sides of the inner steel plates 110 and 210, respectively.

At this time, the position of the collecting wood (120,220) can be guided through the extension wings (112,212).

Thereafter, the collecting woods 120 and 220 are fixed to the inner steel plates 110 and 210 using the fixing means 400.

At this time, since the head portion and the nut of the bolt 410 are located in the stepped groove portion of the collecting trees 120 and 220, each pillar assembly 100 and the beam assembly 200 may be provided neatly.

Next, the pillar assembly 100 is first fixed to the basic hardware 300.

At this time, the insertion piece 310 of the basic hardware 300 is inserted into the insertion groove 122 of the lower end of the pillar assembly 100, and as shown in FIG. 5 to the pillar assembly 100 through the fixing means 400. Is fixed.

Next, the second fastening plate 213 of the beam assembly 200 is superimposed on the first fastening plate 113 of the pillar assembly 100.

At this time, the fastening hole 113a of the first fastening plate 113 corresponds to the fastening hole 213a of the second fastening plate 213.

Thereafter, the first fastening plate 113 and the second fastening plate 213 are fastened to each other using the fixing means 400.

Thus, the connection of the pillar assembly 100 and the beam assembly 200 is completed.

Next, in the state where the pillar assembly 100 and the beam assembly 200 are connected, the supporting beam 500 called an elongation is constructed.

To this end, one end of the support beam 500 is seated on the first extension wing 112 of the pillar assembly 100.

At this time, the bottom surface of the support beam 500 is in close contact with the first extension wing 112, and one surface of the support beam 500 adjacent to the bottom surface of the support beam 500 is the second extension wing of the beam assembly 200 ( 212).

In addition, the upper surface of the support beam 500 is in close contact with the reinforcement plate 230.

Thus, the three sides of the support beam 500 are supported by the pillar assembly 100 and the beam assembly 200, so that the support beam 500 can be installed stably and securely.

Next, by fixing the support beam 500 to the second extension blade 212 of the beam assembly 200 using the fixing means 400, the main structure connection of the hanok is completed as shown in FIG.

Subsequently, pillars and beams of the Hanok building are successively performed while performing the above-described series of processes.

On the other hand, in the process of fastening the pillar assembly 100 and the beam assembly 200 to each other, one surface of the second fastening plate 213 of the beam assembly 200 is further formed on one surface of the first fastening plate 113 of the column assembly 100. It can be easily adhered.

This is presented as another embodiment of the present invention, and will be described with reference to FIGS. 6 and 7.

Prior to the description, the same reference numerals are used for the same configuration as the preferred embodiment, and detailed description will be omitted.

The second fastening plate 214 is formed to protrude outward from the second extension blade 212, and is composed of a pair spaced apart from each other.

At this time, the gap formed by the pair of second fastening plates 214 corresponds to the thickness of the first fastening plate 113 of the pillar assembly 100.

That is, the first fastening plate 113 is interposed between the second fastening plates 214.

Accordingly, in order to fasten the pillar assembly 100 and the beam assembly 200, since the first fastening plate 113 can be disposed between the second fastening plates 214, there is an advantage of increasing the convenience of construction. have.

As described so far, the connection structure of the pillar and beam composite aggregate wood assembly of the hanok building according to the present invention can increase the stiffness by using the inner steel plate of metal, thereby increasing the seismic efficiency, and connecting the pillars and interpolation through the extension of the inner steel plate Since the construction can be made easily and robustly, it is possible to increase the convenience and structural rigidity of construction on site.

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

100: pillar assembly 110: the first inner steel sheet
111,113a,121,211,221,212a,213a: Fastener 112: First extension wing
113: 1st edition 120,220: Gongseongmok
122: insertion groove 200: beam assembly
212: 2nd extension wing 213,214: 2nd conclusion
230: Reinforcing plate 300: Basic hardware
310: Insertion piece 400: Fixing means
410: bolt 420: nut
500: supporting beam

Claims (5)

A pillar assembly including a first inner steel plate made of metal corresponding to the width of a hanok pillar, a collecting tree disposed on both sides of the first inner steel plate, and fixing means for fixing the collecting tree to the first inner steel plate;
A beam assembly comprising: a second inner steel plate of metal corresponding to the width of a hanok beam, a collecting tree disposed on both sides of the second inner steel plate, and fixing means for fixing the collecting tree;
The pillar assembly and the beam assembly are coupled to each other in a direction perpendicular to each other, and the first inner steel plate and the second inner steel plate extend outwardly from each other, and are configured to be fastened in a state where they face each other. Connection structure of pillar and beam composite wood assembly. According to claim 1,
The first inner steel plate includes a first extension blade extending toward the upper surface of the collecting wood on both sides and covering the upper surface, and a first fastening plate extending toward the upper side of the first extension wing,
The second inner steel plate includes a second extending blade extending toward one side of the collecting wood on both sides and covering the one side, and a second fastening plate extending toward the first fastening plate and overlapping with the first fastening plate. Characterized in that the connection structure of the pillar and beam composite aggregate wood assembly of a hanok building. According to claim 2,
It includes a support beam installed between the top of the pillar assembly and the beam assembly,
One surface of the support beam is supported by the first extension wing, and a neighboring surface adjacent to one surface of the support beam is in close contact with the second extension wing,
The support beam is a connection structure of a pillar and beam composite aggregate wood assembly of a hanok building, characterized in that it is fixed to the second extension wing through a fixing means. The method according to any one of claims 1 to 3,
The fixing means is a connection structure of a pillar and beam composite aggregate wood assembly of a hanok building, characterized in that a bolt and a nut. The method of claim 2 or 3,
The second fastening plate is composed of a pair spaced apart from each other, and the first fastening plate is interposed between the second fastening plates, so that the connection structure of the pillar and beam composite aggregate wood assembly of the hanok building.

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