KR101263630B1 - Structure of joining members of traditional wooden architecture - Google Patents

Abstract

PURPOSE: A flat column type traditional wooden building joint structure is provided to improve the resistance force of a joint while maintaining the traditional joint shape without using hardware and to minimize the sectional loss of a column by removing a hip in the upper part of the column. CONSTITUTION: A flat column type traditional wooden building joint structure comprises a column member(100), a beam member(200), a first cross beam member(300), a second cross beam member(400), and a bracket member(510). The beam member comprises a wooden beam with a joint groove and is joined to the upper end of the column member. The first cross beam member is joined to the upper end of the column member and comprises a first joint with a fastening groove. The second cross beam member is joined to the upper end of the column member and comprises a second joint with a fastening protrusion. The bracket member is perpendicular to a gap between the upper side of the column member and the lower sides of the cross beam members.

Description

The structure of joining members of traditional wooden architecture

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bonded structure, and more particularly, to a member-to-member bonded structure used in a flat mold of a traditional wooden building.

Traditional wooden buildings, such as hanok, are valuable cultural heritage of our ancestors. As concrete houses are widely spread by modernization of construction methods, traditional wooden architecture has been maintained by some craftsmen such as traditional temples and palace restoration, and the technique is also in the form of following traditional traditions. Modernization of architecture is essential for the general dissemination of traditional wooden architecture.

FIG. 1 is a perspective view showing a conventional joining structure of a traditional wooden building member, and FIG. 2 is an exploded perspective view of a joining structure of a traditional wooden building member shown in FIG.

Referring to FIGS. 1 and 2, a conventional conventional flat-typed traditional wooden building member joint is characterized in that the column member 10, the doffer member 20 and the beam member 30 are joined to each other without using hardware or the like .

More specifically, the connection between the pillar member 10 and the beam member 30 causes a groove of a cross (+) shape on the upper side of the pillar member 10, Passes through the column member 10 and is fitted into the groove. The coupling between the pillar member 10 and the flange members 20 is achieved by a boss 22 having a lid at the end of the flange member 20 and a cuff 23 at the end of the cuff 23 Is fitted in a groove in the form of a cuff 23 formed on the upper portion of the pillar member 10 and covers the upper surface of the pillar member 10 by the bore 22. The donor members 20 are coupled to each other by the butterfly fitting 21 or the like. The neck portion 31 of the beam member 30 is inserted through the upper portion of the pillar member 10 and the pillar members 20 are engaged with the upper portion of the pillar member 10 by the pawl 23 The basic structure is.

The conventional joining structure of the traditional wooden building member has a disadvantage in that the volume of the pie groove portion is increased on the upper side of the pillar member 10, and the long formation of joining between the members is weakened.

When a tensile force is applied to the door member 20 due to shrinkage deformation of the wooden member 20 and the like so that the door member 20 moves in a direction to be pulled out of the column member 10, The upper portion of the pillar member 10 having a groove by the angle is generally easily split. This results in that the joint rigidity between the column member 10 and the doorframe 20 is very weak.

This weakening of the joint stiffness between the members leads to an easy modification of the traditional wooden house.

SUMMARY OF THE INVENTION An object of the present invention is to provide a flattened traditional wooden building member joining structure that can improve the strength of the joint while maintaining the traditional wooden building joint form.

자 형상의 결합홈이 형성된 보 목을 구비하는 보 부재; 상기 기둥 부재의 상단과 결합하고, 단부 상측에는 상기 결합홈의 상면 일부 및 상기 결합홈의 측면과 결합하도록 돌출된 제1 결합부를 구비하며, 상기 제1 결합부에는 체결홈이 형성된 제1 도리 부재; 및 상기 기둥 부재의 상단과 결합하고, 단부 상측에는 상기 결합홈의 상면 일부 및 측면과 결합하도록 돌출된 제2 결합부를 구비하며, 상기 제2 결합부는 상기 체결홈과 체결되도록 상기 체결홈에 대응되는 형상의 체결돌기를 일단에 구비한 제2 도리 부재를 포함한다. In order to achieve the above object, the flattened traditional wooden building member joining structure according to an embodiment of the present invention is a pillar member; It is coupled to the upper end of the pillar member, the side and the upper surface which is seated on the upper side of the pillar member

Beam member having a beam formed with a coupling groove of the shape of a; It is coupled to the upper end of the pillar member, the upper end portion has a first coupling portion protruding to engage with a portion of the upper surface of the coupling groove and the side of the coupling groove, the first coupling portion has a first purlin member formed with a coupling groove ; And a second coupling part which is coupled to an upper end of the pillar member, and protrudes to be coupled to a portion of the upper surface and a side surface of the coupling groove, and wherein the second coupling part corresponds to the coupling groove to be coupled to the coupling groove. And a second purlining member having a fastening protrusion in a shape at one end thereof.

Here, in order to be coupled to the upper end of the column member to be customized, the beam member, the lower surface is formed with a first insertion groove into which the upper end of the pillar member is inserted, the first purlin member, the lower surface of the pillar member A second insertion groove into which an upper end is inserted is formed, and the second purlin member may have a third insertion groove into which an upper end of the pillar member is inserted.

In addition, the fastening groove and the fastening protrusion may have a shape of a grasshopper field fit.

Furthermore, at least one or more sides of upper ends of the pillar members on which the first purlining member and the second purlining member are seated may further include a first bracket-shaped coupling groove having a straight shape in the longitudinal direction of the pillar member. At least one or more of the lower surface of the purlin member and the lower surface of the second purlin member may further include a second bracket-shaped coupling groove having a straight shape in the longitudinal direction of the first purlin member and the second purlin member. It may further include a bracket foot member each having a first coupling protrusion for coupling corresponding to the first bracket foot coupling groove and a second coupling protrusion for coupling corresponding to the second bracket foot coupling groove on the upper side.

In addition, in the case of the multi-layered structure in which the upper pillar member is provided on the upper side of the pillar member, the first purlin member has a lower end of the upper pillar member inserted into an upper surface thereof so as to be customarily coupled to the lower end of the upper pillar member. A fourth insertion groove may be formed, and the second purlin member may have a fifth insertion groove in which a lower end of the upper pillar member is inserted.

Further, at least one or more of both lower ends of the upper pillar member seated on the first purlin member and the second purlin member is further provided with a third bracket bracket having a straight shape in the longitudinal direction of the upper pillar member. On at least one or more of the upper surface of the first purlining member and the upper surface of the second purlining member, a fourth straight bracket coupling groove of a straight shape in the longitudinal direction of the first purlining member and the second purlining member is further formed, on one side The bracket may further include a bracket member having a third coupling protrusion corresponding to the third bracket foot coupling groove and a fourth coupling protrusion respectively coupled to the fourth bracket foot coupling groove at a lower side thereof.

According to the joining structure of the flat type traditional wooden building member according to the embodiment of the present invention,

First, it is possible to minimize the cross-sectional loss of the column member by removing the sagittal and fist tongues above the column member by breaking away from the conventional concept of joining to the column member by the sagittal and the gusset, The strength of the joint portion can be maximally improved while maintaining the form.

Secondly, by removing the four corners from the upper part of the column member to avoid the cross-sectional loss of the wooden beam, which is inevitably formed by forming the four corners on the upper part of the column member and inserting the wooden beams therein, the beam member and the first and second purlins Adopting a structure for seating the members can secure a bonding cross section of sufficient size.

Third, by placing the first insertion groove in the lower surface of the beam member, the second insertion groove in the lower surface of the first purlin member, and the third insertion groove in the lower surface of the second purlin member so that the upper part of the pillar member fits slightly into the horizontal members. The horizontal members can prevent the movement from the top of the pillar member, and can replace the role of the nib used in the inter-member coupling can improve the workability.

Fourth, the first purlin member and the second purlin member may be combined with the grasshopper field having excellent tensile strength on the pillar member to improve the tensile strength to the maximum.

Fifth, it is possible to maximize the rotational strength by preventing the slip between the members by connecting the bracket member to the right angle between the upper side of the pillar member and the lower surface of the purlin member.

Sixth, even in the case of the mezzanine structure, by placing the fourth insertion groove on the upper surface of the first purlin member, the fifth insertion groove on the upper surface of the second purlin member so that the lower portion of the upper pillar member is slightly fitted to the horizontal members These can prevent the movement from the lower portion of the upper pillar member, and can replace the role of the tip that was used for the inter-member coupling can improve the workability.

Seventh, even in the case of the mezzanine structure, the rotational strength can be improved to the maximum by preventing the inter-member slip by connecting a bracket member that is coupled at right angles between the lower side of the upper pillar member and the upper surface of the purlin member.

Eighth, since all the members are simple in form, the workability is improved, and the cross section of each member is sufficiently secured, which is advantageous in securing the safety of the members during processing.

FIG. 1 is a perspective view showing a conventional joining structure of a traditional wooden building member.
2 is an exploded perspective view of the traditional wooden building member bonding structure shown in FIG.
Figure 3 is a perspective view showing the structure of the flattened traditional wooden building member joined according to an embodiment of the present invention.
Fig. 4 is an exploded perspective view of the flat structure type traditional wooden building member joint structure shown in Fig. 3;
5 is a bottom view of the columnar traditional wooden building member joining structure shown in FIG. 3.
Figure 6 is a perspective view showing a flattened traditional wooden building member joining structure according to another embodiment of the present invention.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. In this case, the same components in the accompanying drawings are to be noted with the same reference numerals as possible. Further, the detailed description of known functions and configurations that may obscure the gist of the present invention will be omitted. For the same reason, some of the components in the drawings are exaggerated, omitted, or schematically illustrated.

Figure 3 is a perspective view showing a flattened traditional wooden building member joining structure according to an embodiment of the present invention, Figure 4 is an exploded perspective view of the flattened traditional wooden building member joining structure shown in Figure 3, Figure 5 is shown in Figure 3 Bottom view of joining structure of traditional wooden building member in flat column type.

3 to 5, the columnar traditional wooden building member joining structure includes a pillar member 100, a beam member 200, a first purlin member 300, and a second purlin member 400. Pyeongju (pillar) means a short pillar surrounding the outer surface of traditional wooden architecture.

The pillar member 100 is a vertical member, and the beam member 200, the first dree member 300, and the second dree member 400 are horizontal members, and are made of wood, as in a typical traditional construction.

자 형상의 결합홈(210a, 210b, 210c)이 형성된다. The beam member 200 is coupled to the upper end of the pillar member 100, and provided with a neck 210 at a position that is coupled to the upper end of the pillar member 100. The neck 210 is on the side and the top surface seated on the upper side of the pillar member 100

Shaped engagement grooves 210a, 210b and 210c are formed.

The first purlin member 300 is coupled to the upper end of the pillar member 100. The first coupling part 310 protrudes to engage with a part of the upper surface 210c of the coupling groove and the side surface 210a of the coupling groove on the upper end of the first purlining member 300, and the first coupling portion 310. The fastening groove 310a is formed therein.

In addition, the second purlin member 400 is also coupled to the upper end of the pillar member 100. The second coupling part 410 protrudes to engage with a part of the upper surface 210c and the side surface 210b of the coupling groove, and the second coupling part 410 is provided on the upper end of the second purlin member 400. A fastening protrusion 410a having a shape corresponding to the fastening groove 310a is provided at one end to be fastened to the 310a. As shown, the second coupling part 410 may be slightly shorter than the length of the first coupling part 310.

Here, the fastening groove 310a and the fastening protrusion 410a may be in the form of a grasshopper fit as shown. The first dorsal deformation member 300 and the second dorsal deformation member 400 are connected to the upper portion of the column member 100 with a locator having a superior tensile strength. Thus, the tensile strength can be maximized.

On the other hand, in order to be coupled to the upper end of the pillar member 100, the insertion groove is formed in the lower side of the horizontal member, respectively. The insertion groove may have a depth of about 10 mm.

More specifically, the beam member 200 has a first insertion groove 220a through which the upper end of the pillar member 100 is inserted, and the first purlin member 300 has a lower surface of the pillar member 100. A second insertion groove 320a into which an upper end is inserted is formed, and a second insertion groove 420a into which the upper end of the pillar member 100 is inserted into the second purlin member 400 is formed.

As such, the horizontal members 200, 300, and 400 may be inserted into the insertion grooves 220a, 320a, and 420a of the horizontal members 200, 300, and 400 by the upper portion of the pillar member 100. ) It can prevent the movement from the top, and can replace the role of the nib used to join between members can improve the workability. Of course, tactics can also be used incidentally if necessary.

Also, the cage member 510, which is vertically coupled between the upper side of the pillar member 100 and the lower surface of the pillar members 300 and 400, is assembled to prevent slippage between members.

At least one of the upper and both sides of the upper end of the column member 100 on which the first and second dentition members 300 and 400 are seated for engagement with the cage member 510 is formed with a dent in the longitudinal direction of the column member 100, Shaped first engraving groove 110 is formed.

Similarly, at least one of the lower surface of the first purlining member 300 and the lower surface of the second purlining member 400 has a linear shape in the longitudinal direction of the first purlining member 300 and the second purlining member 400. Two bracket foot coupling grooves 330a and 430a are further formed.

The bracket member 510 has a first coupling protrusion 511 that corresponds to the first bracket foot coupling groove 110 on one side and a second coupling protrusion that corresponds to the second bracket foot coupling grooves 330a and 430a on the upper side. 512 is provided to be coupled to the pillar member 100 and the first and second purlin members 300 and 400, respectively.

Next, Figure 6 is a perspective view showing a flattened traditional wooden building member joining structure according to another embodiment of the present invention.

As shown in FIG. 6, a similar principle to that described above is applied to the case where the upper pillar member 600 is provided on the upper side of the pillar member 100.

That is, in order to couple to the lower end of the upper pillar member 600 in a custom manner, the first purlin member 300 is provided with a fourth insertion groove 320b into which the lower end of the upper pillar member 600 is inserted. The second purlin member 400 may have a fifth insertion groove 420b into which a lower end of the upper pillar member 600 is inserted. Thus, even in the case of the middle layer structure, the upper pillar member (by the fourth insertion groove 320b on the upper surface of the first purlin member 300, the fifth insertion groove 420b on the upper surface of the second purlin member 400) By allowing the lower part of the 600 to be fitted to the horizontal members slightly, the horizontal members can be prevented from moving from the lower part of the upper pillar member.

In addition, at least one of both sides of the lower end of the upper pillar member 600 seated on the first purlining member 300 and the second purlining member 400 to correspond to the above-described date in the longitudinal direction of the upper pillar member 600. The third bracket foot coupling groove 610 is formed.

In addition, at least one of the upper surface of the first purlining member 300 and the upper surface of the second purlining member 400 has a linear shape in the longitudinal direction of the first purlining member 300 and the second purlining member 400. Four bracket foot coupling grooves 330b and 430b are further formed.

The bracket foot member 520 is a third coupling protrusion 521 which corresponds to the third bracket foot coupling groove 610 on one side and a fourth coupling that corresponds to the fourth bracket foot coupling grooves 330b and 430b on the lower side. Each of the protrusions 522 is provided. That is, even in the case of the middle layer structure, the inter-member slip may be prevented by connecting the bracket member 520 that is coupled at right angles between the lower side of the upper pillar member 600 and the upper surfaces of the purlin members 300 and 400.

Thus, according to the embodiment of the present invention, the cross section of the pillar member 100 can be minimized by removing the square of the upper part of the pillar member 100 by eliminating the traditional concept of coupling to the pillar member 100 by means of a ruler and a fist. It is possible to maximize the strength of the joints while maintaining the traditional wooden architectural joint form of joining without using hardware.

In addition, by removing the four corners in order to avoid the reduction in cross-sectional size of the wooden beams inevitably formed by forming the four corners in the upper portion of the pillar member 100 and inserting the wooden beams on the upper side of the pillar member 100. Adopting a structure for seating the member 200 and the first and second purlin members 300, 400 can secure a bonding cross section of a sufficient size.

It should be noted that the embodiments of the present invention disclosed in the present specification and drawings are only illustrative of the present invention in order to facilitate the understanding of the present invention and are not intended to limit the scope of the present invention. It will be apparent to those skilled in the art that other modifications based on the technical idea of the present invention are possible in addition to the embodiments disclosed herein.

100 ... column member 200 ... beam member
300 ... first dither member 400 ... second dither member
510, 520 ... bracket member 600 ... upper column member

Claims (6)

Column member;
It is coupled to the upper end of the pillar member, the side and the upper surface which is seated on the upper side of the pillar member

Beam member having a beam formed with a coupling groove of the shape of a;
It is coupled to the upper end of the pillar member, the upper end portion has a first coupling portion protruding to engage with a portion of the upper surface of the coupling groove and the side of the coupling groove, the first coupling portion has a first purlin member formed with a coupling groove ; And
It is coupled to the upper end of the pillar member, the upper end has a second coupling portion protruding to engage with the upper surface portion and the side of the coupling groove, the second coupling portion corresponding to the coupling groove to be coupled to the coupling groove Including a second purlin member having a fastening protrusion of one end,
In order to fit the top of the pillar member to be customized,
The beam member has a first insertion groove in which an upper end of the pillar member is inserted into a lower surface thereof,
The first purlin member, the lower surface is formed with a second insertion groove into which the upper end of the pillar member is inserted,
The second purlin member is a flattened traditional wooden building member joining structure characterized in that the lower surface is formed with a third insertion groove into which the upper end of the pillar member is inserted. delete The method according to claim 1,
Wherein the fastening groove and the fastening projection
Wherein the shape of the grasshopper is a shape of a grasshopper. The method according to claim 1,
Wherein at least one of upper and both sides of the upper end of the column member on which the first drip member and the second drip member are mounted is further formed with a first maggot engaging groove shaped like a rectangle in the longitudinal direction of the column member,
Wherein at least one of a bottom surface of the first drip member and a bottom surface of the second drip member further has a second claw member engaging groove shaped like a rectangle in the longitudinal direction of the first drip member and the second drip member,
Further comprising a cage member having a first coupling protrusion coupled to the first claw coupling groove at one side thereof and a second coupling protrusion coupled to the second claw coupling groove at an upper side thereof, Structures of Traditional Wooden Building Members. The method according to claim 1,
In the case of a multi-layered structure in which an upper pillar member is provided on an upper side of the pillar member, in order to couple to the lower end of the upper pillar member in a custom manner,
The first purlin member, the upper surface is formed with a fourth insertion groove into which the lower end of the upper pillar member is inserted,
The second purlin member is a flattened traditional wooden building member joining structure, characterized in that the upper surface is formed with a fifth insertion groove into which the lower end of the upper pillar member is inserted. The method according to claim 5,
At least one or more of both lower ends of the upper pillar member seated on the first purlin member and the second purlin member is further provided with a third bracket of the straight shape in the longitudinal direction of the upper pillar member,
On at least one or more of the upper surface of the first purlining member and the upper surface of the second purlining member, there is further formed a fourth bracket mating groove of the straight shape in the longitudinal direction of the first purlining member and the second purlining member,
It further comprises a bracket member having a third coupling protrusion on one side corresponding to the third bracket foot coupling groove and a fourth coupling protrusion on the lower side, respectively, the fourth coupling protrusion corresponding to the fourth bracket foot coupling groove. Template traditional wooden building member joining structure.

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