JP2001159191A - Joining metallic material for construction and column leg part structure - Google Patents

Joining metallic material for construction and column leg part structure

Info

Publication number
JP2001159191A
JP2001159191A JP34344099A JP34344099A JP2001159191A JP 2001159191 A JP2001159191 A JP 2001159191A JP 34344099 A JP34344099 A JP 34344099A JP 34344099 A JP34344099 A JP 34344099A JP 2001159191 A JP2001159191 A JP 2001159191A
Authority
JP
Japan
Prior art keywords
base
base plate
column
metallic material
foundation
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
JP34344099A
Other languages
Japanese (ja)
Inventor
Izuru Hashizume
出 橋詰
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.)
AKUTO KK
Original Assignee
AKUTO KK
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 AKUTO KK filed Critical AKUTO KK
Priority to JP34344099A priority Critical patent/JP2001159191A/en
Publication of JP2001159191A publication Critical patent/JP2001159191A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To sufficiently obtain the advantage of the reduction or the like of a construction period by utilizing a joining metallic material in the column leg part structure of a wooden framework structure interposing a spacer and performing underfloor ventilation. SOLUTION: The column leg part structure and the joining metallic material build a plate-like base plate 7, and a column material 6 fixing on a foundation 8 the joining metallic material 5 having an erection part 8 erected on the upper face of the base plate 7, mounting a sill 2 on the base plate 7 of the joining metallic material 5 inserting and fitting the lower end of the column material 6 on the erection part 8.

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、例えば木造軸組
住宅等のような建築構造の建築物の技術分野に属し、よ
り詳しくは、柱を建てる技術に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention belongs to the technical field of a building having an architectural structure such as a wooden framed house, and more particularly, to a technique for building a pillar.

【0002】[0002]

【従来の技術】軸組構造では、土台や大引、柱等の各種
部材を基礎の上に組上げて躯体を形成するが、上記のよ
うな各種部材の連結は、継手や仕口で行われていた。し
かし、継手や仕口を利用するには、設計通りの寸法精度
の高い加工が不可欠であって、作業にかかる負担が大き
い。そのため、近年では、部材の間に接合金物を介在さ
せることによって仕口の加工を単純化して、加工に要す
る負担を軽減するようになってきている。
2. Description of the Related Art In a frame structure, a frame is formed by assembling various members such as a base, a pulling bar, a pillar, etc. on a foundation, and the connection of the various members as described above is performed by a joint or a joint. I was However, in order to use joints and connections, processing with high dimensional accuracy as designed is indispensable, and the burden on work is large. Therefore, in recent years, the processing of the connection has been simplified by interposing a metal joint between the members, and the load required for the processing has been reduced.

【0003】また、最近では、これまでのような四角い
換気口を基礎に形成するのではなく、基礎パッキンやネ
コモルタル、ネコ土台などと称されるスペーサを、基礎
と土台との間に間欠配置して、床下換気のための通気路
を形成することが行われている。
In recent years, instead of forming a square ventilation hole as a base as in the past, a spacer called a base packing, a cat mortar, a cat base, etc. is intermittently arranged between the base and the base. Then, a ventilation path for underfloor ventilation is formed.

【0004】しかしこのタイプの構造では、荷重を支え
る重要な部分であるため、柱を建てるに当っては、上述
のように接合金物を利用することが行われていなかっ
た。依然、精密な加工を要する仕口を利用せざるを得
ず、工期の短縮等のメリットを充分に享受できずにい
た。
However, since this type of structure is an important part for supporting a load, the use of a metal joint as described above has not been performed when erecting a pillar. Still, it was necessary to use a connection that required precise processing, and it was not possible to fully enjoy the advantages such as shortening the construction period.

【0005】[0005]

【解決すべき課題及びそのための手段】そこでこの発明
は、スペーサを介在させて床下換気を行う構造において
も、工期の短縮等の利点を充分に得られるようにするこ
とを主たる課題とする。
SUMMARY OF THE INVENTION Accordingly, it is a main object of the present invention to sufficiently obtain advantages such as shortening of a construction period even in a structure in which ventilation is performed under the floor by interposing a spacer.

【0006】そのための手段は、板状のベース板と、該
ベース板の上面に立設された立設部とを有した接合金物
を基礎の上に固定し、上記接合金物のベース板の上に土
台を載置するとともに、上記立設部に柱材の下端部を挿
嵌して該柱材を建てた柱脚部構造であることを特徴とす
る。
Means for this is to fix a joint metal having a plate-shaped base plate and an upright portion erected on the upper surface of the base plate on a base, and to mount the joint metal on the base plate of the joint metal. And a lower end of the pillar is inserted into the upright portion to build the pillar.

【0007】すなわち、基礎から上方に突出させたアン
カーボルトを利用したり、ベース板を基礎の上面部に埋
め込んだりするなどして接合金物を基礎の上に固定する
とともに、土台も、接合金物のベース板に乗るように固
定する。そして、柱材を接合金物の立設部に挿嵌して建
てる。土台は、接合金物の立設部を挟むように端面を突
き合わせて載置固定するも、柱材を挟むように柱材の側
面に付き当てて載置固定するもよい。
That is, the joint metal is fixed on the foundation by using an anchor bolt projecting upward from the foundation, or by embedding a base plate in the upper surface of the foundation, and the base is also fixed to the joint metal. Fix it on the base plate. Then, the column material is inserted into the upright portion of the metal joint to be built. The base may be mounted and fixed by abutting the end faces so as to sandwich the upright portion of the metal joint, or may be mounted and fixed by abutting the side surface of the pillar so as to sandwich the pillar.

【0008】この構造では、土台の端面の加工は、立設
部が平板状であれば、垂直な切断面でよく、立設部が例
えば円柱状や角柱状等であれば、それに対応する形の切
欠部分を有する形に形成すればよく、簡単である。ま
た、柱材の端面も、水平な切断面を形成した後、接合金
物の立設部を差し込ませる形状の切欠き部分を形成すれ
ばよく、極簡単である。しかも、接合金物は、ベース板
を基礎と土台との間に介在させて強固に固定しており、
柱材を支える立設部は、そのベース板に立設しているの
で、荷重を支えるのに充分な強度を得られる。
In this structure, the end face of the base may be processed by a vertical cut surface if the upright portion is a flat plate, and a corresponding shape if the upright portion is, for example, a column or a prism. What is necessary is just to form in the shape which has a notch part, and is simple. Also, the end face of the column material may be formed by forming a horizontal cut surface and then forming a notch portion into which a standing portion of the joint metal is inserted, which is extremely simple. Moreover, the joining hardware is firmly fixed with the base plate interposed between the foundation and the base,
Since the erected portion supporting the column material is erected on the base plate, sufficient strength to support the load can be obtained.

【0009】別の手段は、基礎と土台との間に介在させ
るベース板を形成し、該ベース板の上面から、建てる柱
材に対して下から差し込まれる立設部を立設した建築用
接合金物であることを特徴とする。
Another means is to form a base plate to be interposed between a foundation and a base, and to form an upright portion to be inserted from below from a top surface of the base plate into a pillar to be built. It is characterized by being hardware.

【0010】この場合、前記ベース板の厚みを、基礎と
土台との間に介在して通気路を確保するスペーサと同じ
厚みに設定するとよい。ベース板を基礎と土台との間に
介在させることにより必要となる土台の加工を不要とす
ることができ、加工のより一そうの単純化を図ることが
できるとともに、最近増えている床下換気構造に容易に
対応できるからである。
In this case, it is preferable that the thickness of the base plate is set to be the same as the thickness of the spacer interposed between the base and the base to secure the ventilation path. By interposing the base plate between the foundation and the base, the necessary processing of the base can be eliminated, and the processing can be further simplified. This is because it is easy to respond to

【0011】[0011]

【発明の実施の形態】この発明の実施の形態を以下図面
を用いて説明する。図1は、木造軸組構造の柱脚部を示
す斜視図であり、基礎1と土台2との間にスペーサ3を
介在させて床下換気用の通気路4を形成した場合の柱脚
部を示している。柱脚部は、基礎1と土台2との間に介
在させる接合金物5を用いて柱材6を建てて構成してい
る。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view showing a column base of a wooden frame structure, and shows a column base in a case where a ventilation passage 4 for underfloor ventilation is formed by interposing a spacer 3 between a foundation 1 and a base 2. Is shown. The column base is constructed by building a column 6 using a metal joint 5 interposed between the foundation 1 and the base 2.

【0012】図1の右側は中間の柱脚部、左側は出隅の
柱脚部を示しており、基本の構成は同一であるので、以
下、右側の中間の柱脚部を例に説明する。
The right side of FIG. 1 shows an intermediate column base, and the left side shows an outgoing column base. Since the basic configuration is the same, the right intermediate column base will be described below as an example. .

【0013】まず、中間の柱脚部を構成する接合金物5
は、図2にも示したようにベース板7と、ベース板7の
上面から立設した立設部8とからなり、基礎1の上に固
定されて柱材6の下端部を支える。ベース板7は基礎1
の上に乗るように長方形板状に形成し、長さ方向の中間
部に、長方形板状の立設部8を立設している。立設部8
の高さは、土台2よりも上へ出るように土台2の厚みよ
りも大きく設定している。
First, a metal joint 5 forming an intermediate column base portion
2 includes a base plate 7 and a standing portion 8 erected from the upper surface of the base plate 7 as shown in FIG. 2, and is fixed on the foundation 1 to support the lower end of the column member 6. Base plate 7 is foundation 1
It is formed in a rectangular plate shape so as to ride on it, and a rectangular plate-shaped standing portion 8 is erected at an intermediate portion in the length direction. Standing part 8
Is set to be larger than the thickness of the base 2 so as to protrude above the base 2.

【0014】ベース板7の厚みは、上記スペーサ3の厚
みと同じに設定する。そしてベース板7には、基礎1と
ベース板7、ベース板7と土台2を固定するために、基
礎1から上方に突出するアンカーボルト9や土台2固定
用の六角ボルト10を下から挿通する挿通孔7aを、立
設部8を挟んで、長さ方向に2つずつ並べて形成してい
る。挿通孔7aの下側には、六角ボルト10の頭部をベ
ース板7の肉厚内に収められるとともに回り止め可能な
形状寸法の回り止め収容部7bを形成している(図3参
照)。
The thickness of the base plate 7 is set to be the same as the thickness of the spacer 3. In order to fix the base 1 and the base plate 7, and the base plate 7 and the base 2, an anchor bolt 9 protruding upward from the base 1 and a hexagonal bolt 10 for fixing the base 2 are inserted through the base plate 7 from below. Two insertion holes 7a are formed side by side in the longitudinal direction with the standing portion 8 interposed therebetween. Under the insertion hole 7a, there is formed a detent housing part 7b having a shape and a dimension capable of holding the head of the hexagon bolt 10 within the thickness of the base plate 7 and preventing detent (see FIG. 3).

【0015】なお、上記挿通孔7aの形成は、1つであ
ってもよく、また挿通孔7aには図4に示したように、
六角ボルト10を挿通するようにするほうが作業がしや
すい。アンカーボルト9は、あらかじめ予定した正確な
位置に立設しにくいからである。
The number of the insertion holes 7a may be one, and as shown in FIG.
The work is easier if the hex bolt 10 is inserted. This is because it is difficult for the anchor bolt 9 to be erected at an accurate position that has been scheduled in advance.

【0016】また上記立設部8にも、柱材6を固定する
ための六角ボルト11を挿通すべく、挿通孔8aをその
上部に形成している。なお、上記六角ボルト11に代え
てドリフトピンを用いるもよい。
An insertion hole 8a is also formed in the upper part of the upright portion 8 so that a hexagon bolt 11 for fixing the column member 6 can be inserted therethrough. Note that a drift pin may be used instead of the hexagon bolt 11.

【0017】2本の土台2は、上記立設部8に対して面
接触するように垂直な断面を有するとともに、上記ベー
ス板7の挿通孔7aと対応する位置に、上下に貫通する
貫通孔2aを形成している。貫通孔2aの上端部には、
大径の凹部2bを形成して、螺合するナット12を収め
られるようにしている。
The two bases 2 have a vertical cross-section so as to be in surface contact with the upright portion 8, and have through holes vertically penetrating at positions corresponding to the insertion holes 7 a of the base plate 7. 2a is formed. At the upper end of the through hole 2a,
A large-diameter concave portion 2b is formed so that the nut 12 to be screwed can be accommodated.

【0018】柱材6は、土台2の上面に面接触するよう
に水平な切断面を有し、接合金物5の立設部8の差込み
を許容するように、上下方向の切込み溝6aを形成して
いる。また、立設部の挿通孔に対応する位置には、六角
ボルトを挿通する貫通孔を形成している。貫通孔6aの
両端部には、六角ボルト11の頭部やナット12を収め
る凹部6cを形成している。
The column member 6 has a horizontal cut surface so as to be in surface contact with the upper surface of the base 2, and has a vertical cut groove 6 a formed so as to allow insertion of the upright portion 8 of the joint metal member 5. are doing. Further, a through hole through which a hexagon bolt is inserted is formed at a position corresponding to the insertion hole of the standing portion. At both ends of the through hole 6a, a concave portion 6c for accommodating the head of the hexagon bolt 11 and the nut 12 is formed.

【0019】このように構成した接合金物5と、土台2
および柱材6は、次のようにして組む。まず、基礎1上
にスペーサ3を配設するのと同じ様に、接合金物5を基
礎1の上に配設する。この時、ベース板7に2つずつ形
成した挿通孔7aに対してアンカーボルト9を挿通する
わけであるが、図示した例では、外側の挿通孔7aにア
ンカーボルト9を挿通し、内側の挿通孔7aには、六角
ボルト10を挿通している。逆であるも、またいずれも
アンカーボルト9もしくは六角ボルト10であるもであ
るもよい。
The metal joint 5 thus constructed and the base 2
The column member 6 is assembled as follows. First, the joining hardware 5 is arranged on the foundation 1 in the same manner as the arrangement of the spacer 3 on the foundation 1. At this time, the anchor bolts 9 are inserted into the two insertion holes 7a formed in the base plate 7, but in the illustrated example, the anchor bolts 9 are inserted into the outer insertion holes 7a and the inner insertion holes 7a are inserted. A hexagon bolt 10 is inserted through the hole 7a. Conversely, both may be anchor bolts 9 or hexagon bolts 10.

【0020】この後、土台2を、その端面を接合金物5
の立設部8に面接触させた状態でベース板7上に乗せ、
土台2の貫通孔2aに挿入されたアンカーボルト9と六
角ボルト10の先端部にナット12を螺合して締付け
る。
Thereafter, the base 2 is connected to the joining metal 5
Is placed on the base plate 7 in a state of surface contact with the standing portion 8 of
A nut 12 is screwed into a tip of the anchor bolt 9 and the hexagonal bolt 10 inserted into the through hole 2a of the base 2, and tightened.

【0021】つづいて、柱材6の切込み溝6aを接合金
物5の立設部8に対して挿嵌して、この状態で六角ボル
ト10を貫通孔6bに挿通してナット12を締め、柱材
6を立てた状態を保持する。
Subsequently, the cut groove 6a of the column member 6 is inserted into the upright portion 8 of the metal joint 5, and in this state, the hexagon bolt 10 is inserted into the through hole 6b, and the nut 12 is tightened. The state where the material 6 is set up is maintained.

【0022】なお、図4に示したように、柱材6の下端
面を接合金物5のベース板7に当接させ、この柱材6を
2本の土台2で挟むように組み付けるもよい。
As shown in FIG. 4, the lower end surface of the column member 6 may be brought into contact with the base plate 7 of the metal joint 5, and the column member 6 may be assembled so as to be sandwiched between the two bases 2.

【0023】このように極簡単に組立ができる。しか
も、土台2や柱材6の端面の加工も簡単である。したが
って、作業の容易化、工期の短縮化を実現できる。
In this way, assembly can be performed very easily. Moreover, the processing of the end faces of the base 2 and the pillars 6 is also easy. Therefore, simplification of the work and shortening of the construction period can be realized.

【0024】また接合金物5は、ベース板7を基礎1と
土台2との間に介在させて固定しており、柱材6を支え
る立設部8は、そのベース板7に立設しているので、荷
重を支えるに充分な強度を得られる。
The metal joint 5 is fixed with the base plate 7 interposed between the foundation 1 and the base 2, and the erected portion 8 for supporting the column 6 is erected on the base plate 7. As a result, sufficient strength to support the load can be obtained.

【0025】また、接合金物5のベース板7の厚みをス
ペーサ3と同じに設定したので、接合金物5を基礎1の
上に固定するだけで、スペーサ3を配設したのと同じ効
果が生まれ、別のスペーサを重ねて用いるなどの手間も
なく、作業は至って簡単である。
Further, since the thickness of the base plate 7 of the metal joint 5 is set to be the same as that of the spacer 3, the same effect as the arrangement of the spacer 3 is produced only by fixing the metal joint 5 on the base 1. The operation is extremely simple without any trouble such as using another spacer on top of another.

【0026】図1に示した出隅の柱脚部に用いる接合金
物5は、ベース板7に対する立設部8の立設位置を長さ
方向の一方に寄せて形成している。立設位置は、端か
ら、土台2の幅の半分の位置に設定して、一方の土台2
に長さ方向に沿って形成した切込み溝2c内に立設部8
が入るように構成している。この接合金物5は、入隅部
分にも共用できる。また、このほか図5に示したように
ベース板7を平面視L字形に形成するもよい。
The metal fittings 5 used for the column bases at the protruding corners shown in FIG. 1 are formed so that the standing position of the standing portion 8 with respect to the base plate 7 is shifted to one side in the length direction. The erected position is set at half the width of the base 2 from the end, and one base 2
Upright portion 8 in a cut groove 2c formed along the length direction
Is configured to enter. This metal joint 5 can also be used in the corner. In addition, as shown in FIG. 5, the base plate 7 may be formed in an L shape in plan view.

【0027】図6は、四方に土台2を配設する場合の接
合金物5を、図6は、三方に土台2を配設する場合の接
合金物5を示しており、いずれも、配設する土台2が乗
る部分を有する必要形状のベース板7の上に、立設部8
を立設して構成している。立設部8は、上述のような板
状のほか、柱状や多面体状等のように立体的に形成する
もよい。
FIG. 6 shows the metal joint 5 when the base 2 is arranged on all sides, and FIG. 6 shows the metal joint 5 when the base 2 is arranged on three sides. On a base plate 7 of a required shape having a portion on which the base 2 rides,
It is constructed by standing up. The standing portion 8 may be formed in a three-dimensional shape such as a column shape or a polyhedral shape in addition to the plate shape as described above.

【0028】[0028]

【発明の効果】すなわち上述の構成によれば、土台や柱
材の仕口加工の単純化を図ることができ、作業の容易
化、工期の短縮化を実現できる。しかも、基礎と土台と
の間に介在させて固定するベース板に立設部を立設した
接合金物を利用するので、上述のような単純加工による
仕口でも、荷重を支えるに充分な強度を得られる。
In other words, according to the above-described structure, it is possible to simplify the joint processing of the base and the column material, and it is possible to simplify the work and shorten the construction period. In addition, since the metal joints with the erected parts are used on the base plate that is fixed between the base and the base, sufficient strength to support the load can be achieved even with the simple processing as described above. can get.

【0029】また、接合金物がベース板と立設部とから
なる構造ゆえに、最近増えているスペーサを介在させて
床下換気を行う構造に対して、採用するのに最適であ
る。特に、請求項3のようにベース板の厚みを設定すれ
ば、接合金物を基礎の上に固定するだけで、スペーサを
配設したのと同じ効果が生まれ、別のスペーサを重ねて
用いるなどの手間もなく、作業は至って簡単である。
Further, since the joint hardware is composed of a base plate and an upright portion, it is most suitable for a structure in which ventilation under the floor is performed by interposing spacers which have recently increased. In particular, if the thickness of the base plate is set as in claim 3, the same effect as the arrangement of the spacers can be obtained only by fixing the joining hardware on the base, and another spacer can be used by overlapping. The work is simple and effortless.

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

【図1】 柱脚部の斜視図。FIG. 1 is a perspective view of a column base.

【図2】 柱脚部の分解斜視図。FIG. 2 is an exploded perspective view of a column base.

【図3】 柱脚部の断面図。FIG. 3 is a sectional view of a column base.

【図4】 柱脚部の断面図。FIG. 4 is a sectional view of a column base.

【図5】 他の例に係る接合金物の使用状態の斜視図。FIG. 5 is a perspective view of a usage state of a metal joint according to another example.

【図6】 他の例に係る接合金物の斜視図。FIG. 6 is a perspective view of a metal joint according to another example.

【図7】 他の例に係る接合金物の斜視図。FIG. 7 is a perspective view of a metal joint according to another example.

【符号の説明】 1…基礎 2…土台 3…スペーサ 4…通気路 5…接合金物 6…柱材 7…ベース板 8…立設部[Explanation of Signs] 1 ... Basic 2 ... Base 3 ... Spacer 4 ... Ventilation passage 5 ... Bonding hardware 6 ... Column material 7 ... Base plate 8 ... Standing part

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04B 1/58 511 E04B 1/58 511L 1/64 1/64 A Fターム(参考) 2D046 AA13 AA14 2E001 DB02 EA09 FA21 GA56 HB02 KA07 LA01 NA07 NB01 NC01 ND01 2E125 AA04 AA18 AB12 AC23 AG12 AG23 BA55 BB02 BB12 BD01 BE01 BF01 CA04 CA05 CA13 CA14 ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) E04B 1/58 511 E04B 1/58 511L 1/64 1/64 A F term (Reference) 2D046 AA13 AA14 2E001 DB02 EA09 FA21 GA56 HB02 KA07 LA01 NA07 NB01 NC01 ND01 2E125 AA04 AA18 AB12 AC23 AG12 AG23 BA55 BB02 BB12 BD01 BE01 BF01 CA04 CA05 CA13 CA14

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】板状のベース板と、該ベース板の上面に立
設された立設部とを有した接合金物を基礎の上に固定
し、上記接合金物のベース板の上に土台を載置するとと
もに、上記立設部に柱材の下端部を挿嵌して該柱材を建
てた柱脚部構造。
1. A joint metal having a plate-like base plate and an upright portion erected on the upper surface of the base plate is fixed on a foundation, and a base is placed on the base plate of the joint metal. A pillar base structure in which the pillar is placed and the lower end of the pillar is inserted into the standing portion to build the pillar.
【請求項2】基礎と土台との間に介在させるベース板を
形成し、該ベース板の上面から、建てる柱材に対して下
から差し込まれる立設部を立設した建築用接合金物。
2. A joint metal structure for a building, wherein a base plate interposed between a foundation and a base is formed, and a standing portion inserted from below from a top surface of the base plate into a pillar to be built is erected.
【請求項3】前記ベース板の厚みを、基礎と土台との間
に介在して通気路を確保するスペーサと同じ厚みに設定
した請求項2に記載の建築用接合金物。
3. The metal joint for building according to claim 2, wherein the thickness of the base plate is set to be the same as the thickness of the spacer interposed between the foundation and the base to secure a ventilation path.
JP34344099A 1999-12-02 1999-12-02 Joining metallic material for construction and column leg part structure Pending JP2001159191A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34344099A JP2001159191A (en) 1999-12-02 1999-12-02 Joining metallic material for construction and column leg part structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34344099A JP2001159191A (en) 1999-12-02 1999-12-02 Joining metallic material for construction and column leg part structure

Publications (1)

Publication Number Publication Date
JP2001159191A true JP2001159191A (en) 2001-06-12

Family

ID=18361539

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34344099A Pending JP2001159191A (en) 1999-12-02 1999-12-02 Joining metallic material for construction and column leg part structure

Country Status (1)

Country Link
JP (1) JP2001159191A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003082764A (en) * 2001-09-04 2003-03-19 Norimine Okura Hold-down fixture
CN103388396A (en) * 2013-07-25 2013-11-13 苏州金螳螂建筑装饰股份有限公司 Interior large-space wood strip ground installation structure
JP2016027227A (en) * 2014-07-02 2016-02-18 積水化学工業株式会社 Building joint structure and construction method thereof
CN105926768A (en) * 2016-05-26 2016-09-07 沈阳建筑大学 T-shaped wood structure joint and connecting part thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003082764A (en) * 2001-09-04 2003-03-19 Norimine Okura Hold-down fixture
CN103388396A (en) * 2013-07-25 2013-11-13 苏州金螳螂建筑装饰股份有限公司 Interior large-space wood strip ground installation structure
JP2016027227A (en) * 2014-07-02 2016-02-18 積水化学工業株式会社 Building joint structure and construction method thereof
CN105926768A (en) * 2016-05-26 2016-09-07 沈阳建筑大学 T-shaped wood structure joint and connecting part thereof

Similar Documents

Publication Publication Date Title
JP3066734B2 (en) Equipment for wooden building framing
JP3014203U (en) Building unit connection structure
JP2001159191A (en) Joining metallic material for construction and column leg part structure
JP2002097722A (en) Unit type building and corner reinforcing material therefor
JPH10152893A (en) Joint for piercing post
JPH0636082Y2 (en) House wall structure
JP2000273952A (en) Connecting device of structural material for building
JP3963222B2 (en) Assembled structure of bracing frames used for steel frame structures
JP3220663B2 (en) Framed equipment for wooden buildings
JP2941264B1 (en) Frame structure of wooden building
JP3030004U (en) Connection and reinforcement hardware
JP2926693B2 (en) Joints for ridges for roof panel mounting in wooden buildings
JP2774041B2 (en) Building units and roof units
JP2587736B2 (en) Wooden prefabricated buildings
JPH111962A (en) Connector for column and sill for wooden framework
JP2003247275A (en) Framework structure for wooden building
JP3076373U (en) Wooden building wall panel
JP2002294873A (en) Unit building and corner reinforcing material for unit building
JP4001519B2 (en) Joining structure and joining method
JPH09125525A (en) Building unit
JP3172234B2 (en) How to build a building
JP2000226897A (en) Gate-shaped frame
JP2003096921A (en) Column base fixture
JPH1054085A (en) Joining structure and joint metal of wooden framework
JP2000064427A (en) Building frame and construction method therefor