JPH1054087A - Joining structure and joint metal of wooden framework - Google Patents

Joining structure and joint metal of wooden framework

Info

Publication number
JPH1054087A
JPH1054087A JP21257896A JP21257896A JPH1054087A JP H1054087 A JPH1054087 A JP H1054087A JP 21257896 A JP21257896 A JP 21257896A JP 21257896 A JP21257896 A JP 21257896A JP H1054087 A JPH1054087 A JP H1054087A
Authority
JP
Japan
Prior art keywords
mounting portion
fixed
frame member
horizontal
column
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP21257896A
Other languages
Japanese (ja)
Inventor
Shinji Harada
眞二 原田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui House Ltd
Original Assignee
Sekisui House Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP21257896A priority Critical patent/JPH1054087A/en
Publication of JPH1054087A publication Critical patent/JPH1054087A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To obtain a joining structure having high strength by integrally forming a horizontal section placed on the top face of a column to the mounting section of a joint metal and inserting and fixing an inserting support section projected from the mounting section into a slit formed at the front end of a beam. SOLUTION: The mounting section 4 of a joint metal 3 is abutted against the side face of a column 1 consisting of square-shaped wood, and screws 19 are inserted and the mounting section 4 is fixed. The upper end of the mounting section 4 is bent in the horizontal direction at a right angle, a horizontal section 5 is formed integrally, and lag screws 17, 17 are screwed and the horizontal section 5 is fastened onto the upper end face of the column 1. An inserting support section 7 projected from the mounting section 4 is inserted into a slit 11 formed at the front end of a beam 2, and drift pins 14, 14 are driven and the inserting support section 7 is fixed. Accordingly, since shear load is transmitted to the column as compressive force by the horizontal section 5, bolts having a large diameter need not be used, no large sectional breaking is generated in the beam 2, and a joining structure having high strength can be obtained.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、柱と梁或いは梁
と梁等の木造軸組の接合に用いられる接合構造と接合金
物に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure and a joint metal used for joining a wooden frame such as a pillar and a beam or a beam and a beam.

【0002】[0002]

【従来の技術】従来、柱と梁或いは梁と梁などを接合す
る木造軸組の接合構造として、図4で示すように、金属
板を折り曲げて形成される金物(31)の取付け部(32)を柱
(33)などの側面に当接してボルト(34)で固定し、一対の
挿入支持部(35)(35)を梁(36)の端面などに形成したスリ
ット(37)へ挿入して、ボルト或いはピン(38)などによっ
て固定するものが考えられている。
2. Description of the Related Art Conventionally, as a joint structure of a wooden frame for joining a column and a beam or a beam to a beam, as shown in FIG. 4, an attachment portion (32) of a metal (31) formed by bending a metal plate is used. ) Pillar
(33) and fixed with bolts (34), and insert a pair of insertion supports (35) (35) into slits (37) formed on the end face of the beam (36), etc. Alternatively, one that is fixed by a pin (38) or the like is considered.

【0003】[0003]

【発明が解決しようとする課題】上記従来の接合構造に
おいては、接合金物(31)の取付け部(32)を柱(33)又は梁
へ固定するため、それらの柱(33)又は梁へ複数のボルト
穴を貫通して形成する必要がある。この取付け用ボルト
(34)は、接合相手である梁(39)などからの剪断荷重を支
持するに充分な直径を備えている必要があり、そのた
め、ボルト穴の径も大きくなることから、柱(33)又は梁
に大きな断面欠損を生じてそれら柱(33)又は梁自体の強
度が低下する欠点がある。
In the above-mentioned conventional joint structure, a fixing portion (32) of a metal joint (31) is fixed to a column (33) or a beam, and thus a plurality of the columns (33) or a beam are attached to the column (33) or the beam. It is necessary to penetrate through the bolt holes. This mounting bolt
(34) needs to have a diameter sufficient to support the shear load from the beam (39) to be joined, and the diameter of the bolt hole also increases, so the column (33) or There is a disadvantage that a large cross-sectional defect occurs in the beam and the strength of the column (33) or the beam itself is reduced.

【0004】また、取付け部(32)と接合相手の梁(39)端
面との間には、大型のボルト頭若しくはナット及びボル
ト先端が突出するから、これらを避けるためその梁(39)
の端面に大きな凹欠部(40)を設ける必要があり、その梁
(39)の断面欠損が大きくなるとともに、特殊のプレカッ
ト加工が必要となる。
Since a large bolt head or nut and a bolt tip protrude between the mounting portion (32) and the end face of the beam (39) to be joined, the beam (39) is used to avoid these.
It is necessary to provide a large concave notch (40) on the end face of
The cross-sectional defect of (39) increases, and special pre-cut processing is required.

【0005】更に、上記のように、2枚の挿入支持部(3
5)を梁(39)のスリット(37)へ挿入することとすると、ス
リット(37)による断面欠損も多くなるとともに、プレカ
ットもより複雑となり、コスト高となる欠点がある。
Further, as described above, the two insertion support portions (3
If 5) is inserted into the slits (37) of the beam (39), the number of cross-sectional defects caused by the slits (37) increases, and the pre-cut becomes more complicated, resulting in higher costs.

【0006】この発明は、このように接合金物を用いて
接合される木造軸組において、接合金物取付けのために
柱又は梁に大きな断面欠損を生じることがなく、また、
構造が簡単で複雑なプレカット加工を不要とした低コス
トの接合構造と接合金物を提供することを目的とするも
のである。
According to the present invention, in a wooden frame joined by using a metal joint as described above, a large cross-sectional defect does not occur in a column or a beam for attaching a metal joint, and
It is an object of the present invention to provide a low-cost joining structure and a joining hardware which have a simple structure and do not require complicated precut processing.

【0007】[0007]

【課題を解決するための手段】上記の課題を解決するた
め、この発明の接合構造は、柱等の一方の軸組部材側面
に当接される取付け部とその取付け部より張り出した支
持部とからなる接合金物において、前記取付け部上端に
一体に設けられた水平部が前記の軸組部材上面に載置さ
れて、これらの水平部と取付け部が同じ軸組部材へ固定
されるとともに、前記支持部には接合相手となる他方の
軸組部材の端部が固定されてなることを特徴とする。
In order to solve the above-mentioned problems, a joint structure according to the present invention comprises a mounting portion abutting on one side face of a frame member such as a pillar and a supporting portion projecting from the mounting portion. In the metal joint consisting of, a horizontal portion integrally provided at the upper end of the mounting portion is placed on the upper surface of the frame member, and the horizontal portion and the mounting portion are fixed to the same frame member, and An end of the other frame member to be joined is fixed to the support portion.

【0008】上記において、水平部と取付け部は、ビ
ス、釘又はラグスクリュー等によって固定される。
In the above, the horizontal portion and the mounting portion are fixed with screws, nails, lag screws, or the like.

【0009】また、好ましくは、支持部は上記接合相手
となる軸組部材端面のスリットに挿入されて、その軸組
部材側面より差し込んだピン又はボルトで固定してある
ものが考えられる。
Preferably, the supporting portion is inserted into a slit in the end face of the frame member to be joined, and is fixed by a pin or a bolt inserted from the side face of the frame member.

【0010】同じく、この発明の接合金物は、柱又は梁
等の一方の軸組部材側面に固定される取付け部と、その
取付け部より張り出して接合相手の軸組部材を固定する
支持部と、同じく取り付け部の上端に一体に設けられて
その取付け部が固定される前記一方の軸組部材の上面に
固定される水平部とからなることを特徴とする。
[0010] Similarly, the metal joint of the present invention comprises a mounting portion fixed to one of the side faces of a frame member such as a column or a beam, a support portion projecting from the mounting portion and fixing a frame member to be bonded. A horizontal portion fixed to the upper surface of the one frame member, which is also provided integrally with the upper end of the mounting portion and to which the mounting portion is fixed.

【0011】また、水平部の先端には、前記取付け部が
固定される軸組部材の反対側の側面に当接するリップを
一体に設けることが好ましい。
It is preferable that a lip is provided integrally with a tip of the horizontal portion to be in contact with a side surface on the opposite side of the frame member to which the mounting portion is fixed.

【0012】更に、この発明の接合金物では、取付け部
が垂直な金属板からなり、その上端を水平方向に折り曲
げて前記の水平部としてあることを特徴とするものが提
供される。
Further, in the metal joint of the present invention, there is provided a metal fitting wherein the mounting portion is formed of a vertical metal plate, and the upper end thereof is bent in the horizontal direction to form the horizontal portion.

【0013】[0013]

【発明の実施の形態】図1及び図2は、柱(1)と梁(2)
との接合部に用いた場合の実施形態を示している。(3)
がこの発明の接合金物であり、(4)は、所定の厚みを備
えた鉄板からなる垂直方向の取付け部であって、この取
付け部(4)の上端が、直角に水平方向に折り曲げられて
この発明の水平部(5)を一体に形成している。更に、こ
の水平部(5)の前記取付け部(4)とは反対側の先端部分
が下向きに垂直に折り曲げられて、リップ(6)を一体に
形成している。
1 and 2 show a pillar (1) and a beam (2).
2 shows an embodiment in the case where it is used for a joint portion with the above. (3)
(4) is a vertical mounting portion made of an iron plate having a predetermined thickness, and an upper end of the mounting portion (4) is bent at a right angle in a horizontal direction. The horizontal part (5) of the present invention is formed integrally. Further, a tip portion of the horizontal portion (5) opposite to the mounting portion (4) is bent vertically downward to form a lip (6) integrally.

【0014】(7)が梁(2)を接合するための1枚の挿入
支持部であり、この挿入支持部(7)の上端には、梁(2)
を接合するボルト(8)に適合する半円状の底部を備えた
概略V字形の切欠部(9)が形成され、この切欠部(9)よ
りも下方において、上下一対のピン挿入穴(10)(10)が形
成されている。そして、この挿入支持部(7)に対応して
梁(2)の端面には、その挿入支持部(7)が挿入される厚
みと幅を備えたスリット(11)が形成され、前記挿入支持
部(7)の切欠部(9)に対応して形成されたこの梁(2)の
ボルト穴(12)(図2)には、予めボルト(13)が挿入して取
り付けられており、同じく挿入支持部(7)のピン挿入穴
(10)(10)に対応してピン挿入穴(15)(15)が形成されてい
る。
Reference numeral (7) denotes a single insertion supporting portion for joining the beam (2), and the upper end of the insertion supporting portion (7) has a beam (2).
A substantially V-shaped notch (9) having a semicircular bottom portion that fits a bolt (8) for joining the bolts (8) is formed. Below the notch (9), a pair of upper and lower pin insertion holes (10) is formed. ) (10) are formed. A slit (11) having a thickness and a width into which the insertion support portion (7) is inserted is formed in an end surface of the beam (2) corresponding to the insertion support portion (7). A bolt (13) is previously inserted and attached to a bolt hole (12) (FIG. 2) of this beam (2) formed corresponding to the notch (9) of the portion (7). Pin insertion hole of insertion support (7)
(10) Pin insertion holes (15) (15) are formed corresponding to (10).

【0015】上記接合金物(2)は、角形木材からなる柱
(1)の上端面に前記水平部(5)を上方から設置するとと
もに、取付け部(4)を柱(1)の側面に当接して設置され
るものであり、水平部(5)は、この水平部(5)に形成し
た複数個の取付け穴(16)(16)…へ上方から、六角形の頭
部を備えたラグスクリュー(17)を差し込んで、そのラグ
スクリュー(17)を柱(1)の上端面へねじ込んで固定する
ようになっている。その際、柱(1)の上端には、ラグス
クリュー(17)をねじ込むための下穴を予め形成しておく
ことが望ましい。なお、図では、水平部(5)に形成され
た取付け穴(16)(16)…は4個であるが、ラグスクリュー
(17)は対角方向に2本だけねじ込むようにしている。
The metal joint (2) is a pillar made of square wood.
The horizontal part (5) is installed on the upper end face of (1) from above, and the mounting part (4) is installed in contact with the side surface of the pillar (1). Insert a lag screw (17) having a hexagonal head from above into the plurality of mounting holes (16) (16) formed in the horizontal portion (5), and insert the lag screw (17) into a pillar. It is screwed into the upper end surface of (1) and fixed. At this time, it is desirable that a pilot hole for screwing the lag screw (17) is formed in advance at the upper end of the column (1). In the figure, there are four mounting holes (16) (16)... Formed in the horizontal portion (5).
In (17), only two screws are screwed diagonally.

【0016】他方、取付け部(4)は、挿入支持部(7)の
両側において、この取付け部(4)に予め形成した複数の
取付け穴(18)(18)…へビス(19)を差し込んで同様に柱
(1)の側面へねじ込むことによって固定されている。
On the other hand, screws (19) are inserted into a plurality of mounting holes (18) (18) formed in the mounting portion (4) on both sides of the insertion support portion (7). As well as pillars
It is fixed by screwing into the side of (1).

【0017】上記のようにして、接合金物(3)を柱(1)
へ取り付けた状態において、梁(2)先端のスリット(11)
へ挿入支持部(3)を挿入させるとともに、この梁(2)へ
予め取り付けたボルト(13)を、前記切欠部(9)へ上方か
ら落とし込むことによって、所定の位置へ位置決めされ
る。しかる後、梁(2)の側面側から、それらのピン挿入
穴(15)(15)へ、ドリフトピン(14)(14)を、挿入支持部
(7)のピン挿入穴(10)(10)を貫通するようにして打ち込
んで、この梁(2)を挿入支持部(3)へ固定して取り付け
るものである。
As described above, the joining hardware (3) is connected to the pillar (1).
In the state where it is attached to the beam (2), the slit at the tip (11)
The supporting member (3) is inserted into the notch (9), and the bolt (13) previously attached to the beam (2) is dropped into the notch (9) from above, whereby the beam is positioned at a predetermined position. Thereafter, the drift pins (14) and (14) are inserted into the pin insertion holes (15) and (15) from the side surfaces of the beam (2) and inserted into the insertion support portions.
The beam (2) is driven into the pin insertion holes (10) and (10) of (7), and the beam (2) is fixed and attached to the insertion support portion (3).

【0018】上記の取付け構造において、梁(2)側から
の剪断荷重は、その梁(2)を固定しているボルト(13)と
ドリフトピン(14)(14)から挿入支持部(7)へ伝えられ
る。この挿入支持部(7)へ伝えられた剪断荷重は、取付
け部(4)から水平部(5)を介して柱(1)に対する圧縮力
として伝達される。このため、取付け部(4)を固定する
ためのビス(19)は、かかる剪断荷重を支持する必要がな
く、このようなビス(19)で充分支持することが可能であ
る。また、リップ(6)は、前記取付け部(4)と反対側の
柱(1)の側面に係止し、地震の際の水平荷重に対して接
合金物(3)が移動するのを防止する。
In the above mounting structure, the shear load from the beam (2) side is transmitted from the bolt (13) fixing the beam (2) and the drift pins (14) (14) to the insertion support (7). Conveyed to. The shear load transmitted to the insertion support portion (7) is transmitted as a compressive force to the column (1) from the mounting portion (4) via the horizontal portion (5). For this reason, the screw (19) for fixing the mounting portion (4) does not need to support the shearing load, and can be sufficiently supported by such a screw (19). The lip (6) is locked to the side of the column (1) opposite to the mounting portion (4) to prevent the joint hardware (3) from moving due to a horizontal load during an earthquake. .

【0019】上記の実施形態においては、水平部(5)を
ラグスクリュー(17)で、取付け部(4)を一般のビス(19)
で固定しているが、取付け部(4)側についてもラグスク
リュー(17)を用いることも可能であり、あるいは、水平
部(5)及び取付け部(4)の双方ともビスで固定したり、
または、釘で固定することも可能である。
In the above embodiment, the horizontal portion (5) is provided with a lag screw (17), and the mounting portion (4) is provided with a general screw (19).
It is also possible to use a lag screw (17) on the mounting part (4) side, or to fix both the horizontal part (5) and the mounting part (4) with screws,
Or it is also possible to fix with nails.

【0020】図3は、上記接合金物(3)を梁(20)の接合
部に取り付けて、その梁(20)と梁(2)とを接合する場合
に用いた場合の実施形態であって、その接合構造自体は
全く同じである。
FIG. 3 shows an embodiment in which the joint hardware (3) is attached to the joint of the beam (20) and used to join the beam (20) and the beam (2). The joining structure itself is exactly the same.

【0021】[0021]

【発明の効果】以上のように、この発明によれば、柱あ
るいは梁等の軸組部材の側面に取り付けられる接合金物
において、その取付け部の上端に水平部を一体に設け
て、この水平部をそれら柱あるいは梁上面に固定してい
るから、この水平部によって剪断荷重を柱あるいは梁側
に圧縮力として伝えることができ、従来のように取付け
部のみで剪断荷重を支持する必要がない。このため、こ
の取付け部分を柱あるいは梁を貫通するボルトで固定す
る必要がないため、直径の大きいボルト穴によって、そ
の軸組部材に大きな断面欠損を生ずるといった欠点がな
く、強度の高い接合構造がられる。また、その取付け部
をビス等によって固定することが可能であるから、従来
のように直径の大きいボルト頭あるいはナットが取付け
部の外側面に突出することがなく、それらを避けるため
の深い凹欠部を相手方の梁の端面に形成する必要がない
かあるいは小さなもので済むため、梁自身の断面欠損が
少なくなるとともに、この梁の端面のプレカット加工が
簡単となり、それだけコストを低減することができる。
As described above, according to the present invention, in a metal joint to be attached to a side surface of a frame member such as a column or a beam, a horizontal portion is integrally provided at an upper end of the attachment portion. Are fixed to the upper surfaces of the columns or beams, the shear load can be transmitted to the columns or beams as compressive forces by the horizontal portions, and it is not necessary to support the shear loads only by the mounting portions as in the related art. For this reason, since it is not necessary to fix this mounting portion with a bolt penetrating the column or beam, there is no disadvantage that a large cross-sectional defect occurs in the frame member due to a large diameter bolt hole, and a high-strength joint structure is provided. Can be In addition, since the mounting portion can be fixed with screws or the like, a large diameter bolt head or nut does not protrude to the outer surface of the mounting portion as in the related art, and a deep recessed portion for avoiding them. It is not necessary to form the part on the end face of the counterpart beam or it is only necessary to make it small, so that the cross-sectional loss of the beam itself is reduced, and the precut processing of the end face of this beam is simplified, and the cost can be reduced accordingly .

【0022】加えて、挿入支持部を1枚のみとすること
により、梁のスリットも一つだけ形成すれば良く、従来
のように、2枚のスリットを形成することによって、そ
の梁の端部に大きな断面欠損を生ずるのを防止できる。
In addition, by using only one insertion support portion, only one slit of the beam needs to be formed. By forming two slits as in the related art, the end of the beam can be formed. This can prevent a large cross-sectional defect from occurring.

【図面の簡単な説明】[Brief description of the drawings]

【図1】この発明の実施形態を示す柱と梁の接合部の分
解斜視図である。
FIG. 1 is an exploded perspective view of a joint between a column and a beam, showing an embodiment of the present invention.

【図2】同じく接合部の縦断面図である。FIG. 2 is a vertical sectional view of the joint.

【図3】同じく梁と梁との接合部に用いた実施形態の斜
視図である。
FIG. 3 is a perspective view of an embodiment similarly used for a joint between beams.

【図4】従来の柱と梁との接合部の分解斜視図である。FIG. 4 is an exploded perspective view of a conventional joint between a column and a beam.

【符号の説明】[Explanation of symbols]

(1) 柱 (2) 梁 (3) 接合金物 (4) 取付け部 (5) 水平部 (6) リップ (7) 挿入支持部 (8) ボルト (11) スリット (17) ラグスクリュー (19) ビス (20) 梁 (1) Column (2) Beam (3) Joint hardware (4) Mounting part (5) Horizontal part (6) Lip (7) Insertion support part (8) Bolt (11) Slit (17) Lug screw (19) Screw (20) Beam

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 柱等の一方の軸組部材側面に当接される
取付け部とその取付け部より張り出した支持部とからな
る接合金物において、前記取付け部上端に一体に設けら
れた水平部が前記の軸組部材上面に載置されて、これら
の水平部と取付け部が同じ軸組部材へ固定されるととも
に、前記支持部には接合相手となる他方の軸組部材の端
部が固定されてなることを特徴とする木造軸組の接合構
造。
1. A metal joint comprising a mounting portion abutting on one side surface of a frame member such as a pillar and a supporting portion projecting from the mounting portion, a horizontal portion integrally provided at an upper end of the mounting portion. The horizontal portion and the mounting portion are mounted on the upper surface of the frame member, and the horizontal portion and the mounting portion are fixed to the same frame member, and the end portion of the other frame member to be joined is fixed to the support portion. A joint structure of a wooden frame, comprising:
【請求項2】 水平部と取付け部は、ビス、釘又はラグ
スクリューによって固定されるものであることを特徴と
する請求項1記載の木造軸組の接合構造。
2. The joint structure for a wooden frame according to claim 1, wherein the horizontal portion and the mounting portion are fixed by screws, nails, or lag screws.
【請求項3】 支持部は上記接合相手となる軸組部材端
面のスリットに挿入されて、その軸組部材側面より差し
込んだピン又はボルトで固定してあることを特徴とする
請求項1又は2記載の木造軸組の接合構造。
3. The supporting member is inserted into a slit in the end face of the frame member to be joined, and is fixed by a pin or a bolt inserted from a side surface of the frame member. The joint structure of the described wooden frame.
【請求項4】 柱又は梁等の一方の軸組部材側面に固定
される取付け部と、その取付け部より張り出して接合相
手の軸組部材を固定する支持部と、同じく取り付け部の
上端に一体に設けられて前記一方の軸組部材の上面に固
定される水平部とからなることを特徴とする木造軸組の
接合金物。
4. A mounting portion fixed to a side surface of one of the frame members such as a column or a beam, a support portion projecting from the mounting portion and fixing a frame member to be joined, and also integrated with an upper end of the mounting portion. And a horizontal portion fixed to an upper surface of the one frame member.
【請求項5】 水平部の先端に、前記取付け部が固定さ
れる軸組部材の反対側の側面に当接するリップを一体に
設けたことを特徴とする請求項4記載の木造軸組の接合
金物。
5. The joint of a wooden frame according to claim 4, wherein a lip is provided integrally with a tip of the horizontal portion, the lip being in contact with a side surface opposite to a frame member to which the mounting portion is fixed. hardware.
【請求項6】 取付け部が垂直な金属板からなり、その
上端を水平方向に折り曲げて前記の水平部としてあるこ
とを特徴とする請求項4又は5記載の木造軸組の接合金
物。
6. A metal joint for a wooden frame according to claim 4, wherein said mounting portion is formed of a vertical metal plate, and an upper end thereof is bent horizontally to form said horizontal portion.
JP21257896A 1996-08-12 1996-08-12 Joining structure and joint metal of wooden framework Pending JPH1054087A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21257896A JPH1054087A (en) 1996-08-12 1996-08-12 Joining structure and joint metal of wooden framework

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21257896A JPH1054087A (en) 1996-08-12 1996-08-12 Joining structure and joint metal of wooden framework

Publications (1)

Publication Number Publication Date
JPH1054087A true JPH1054087A (en) 1998-02-24

Family

ID=16625029

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21257896A Pending JPH1054087A (en) 1996-08-12 1996-08-12 Joining structure and joint metal of wooden framework

Country Status (1)

Country Link
JP (1) JPH1054087A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101255246B1 (en) * 2013-02-07 2013-04-16 대흥우드산업(주) Wood columns corporate body, and assemling type korean structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101255246B1 (en) * 2013-02-07 2013-04-16 대흥우드산업(주) Wood columns corporate body, and assemling type korean structure

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