JP2002173986A - House and connector for house component member - Google Patents
House and connector for house component memberInfo
- Publication number
- JP2002173986A JP2002173986A JP2000370581A JP2000370581A JP2002173986A JP 2002173986 A JP2002173986 A JP 2002173986A JP 2000370581 A JP2000370581 A JP 2000370581A JP 2000370581 A JP2000370581 A JP 2000370581A JP 2002173986 A JP2002173986 A JP 2002173986A
- Authority
- JP
- Japan
- Prior art keywords
- base
- house
- pillar
- column
- floor
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、家屋及び家屋構成
部材用連結具に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting member for a house and a house component.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】従来か
ら、木造家屋を構築する際、梁や柱等の家屋構成部材を
連結する作業が行われているが、例えば梁と柱とを連結
する場合、梁にほぞ穴を穿設し、柱の端部にほぞを形成
し、このほぞ穴にほぞを嵌入するとともに、この連結部
に羽子板金具を付設して両者を連結している。しかしな
がら、ほぞ穴及びほぞの形成は、ほとんど現場での職人
による手作業で行われている為、当該連結方法では効率
的な家屋構築は無理である。2. Description of the Related Art Conventionally, when constructing a wooden house, an operation of connecting house components such as beams and columns has been performed. For example, a beam and a column are connected. In this case, a tenon is drilled in the beam, a tenon is formed at the end of the pillar, and the tenon is fitted into the tenon, and a feather plate is attached to the connecting portion to connect the two. However, since the mortise and tenon are formed almost manually by craftsmen at the site, it is impossible to construct an efficient house by the connection method.
【0003】また、最近、家屋の強度等を数値化してカ
タログに記載することが業界に要望されているが、前記
連結方法では、前述のように現場での職人による手作業
で行われている為、該連結方法により連結された部位の
強度をカタログに記載できるような規格化されたものす
ることができず、必然的に家屋全体の強度をカタログに
記載できるような規格化したものとすることができな
い。In recent years, there has been a demand in the industry to digitize the strength and the like of a house in a catalog, and in the connection method, as described above, the connection is performed manually by a craftsman at the site. For this reason, it is not possible to standardize the strength of the parts connected by the connection method so that the strength can be described in a catalog, and it is inevitable that the strength of the whole house can be described in the catalog. Can not do.
【0004】更に、最近の研究によれば、前記連結方法
では地震の揺れによってほぞが破壊される問題が指摘さ
れている。即ち、上記ほぞ穴とほぞによる連結は耐震性
が低いと言わざるをえない。Further, according to recent studies, it has been pointed out that the mortise is destroyed by the shaking of the earthquake in the above-mentioned connection method. That is, it cannot be said that the connection by the tenon and the tenon has low earthquake resistance.
【0005】本発明は、上記現状に鑑みて達成されたも
ので、梁と柱等の家屋構成部材を効率的に連結すること
ができ、また、家屋構成部材の連結強度を規格化するこ
ともでき、更に、該連結が非常に強固で耐震性の高い家
屋となる実用性,構築性,規格化性,耐震性に秀れた家
屋及び家屋構成部材用連結具を提供するものである。[0005] The present invention has been achieved in view of the above-mentioned situation, and it is possible to efficiently connect house components such as beams and columns, and to standardize the connection strength of house components. Further, the present invention provides a connector for a house and a member for a house component, which is excellent in practicality, construction, standardization, and earthquake resistance, in which the connection becomes a very strong and highly earthquake-resistant house.
【0006】[0006]
【課題を解決するための手段】添付図面を参照して本発
明の要旨を説明する。The gist of the present invention will be described with reference to the accompanying drawings.
【0007】梁1の上下に柱3a・3bが配設された家
屋であって、前記梁1には該梁1を上下方向に貫通する
梁部連結体2が設けられ、前記柱3a・3bには前記梁
部連結体2と連結される柱部連結体4a・4bが夫々設
けられ、この柱部連結体4a・4bには柱3a・3bか
ら挿入される挿入体5a・5bが嵌入せしめられる嵌入
孔6a・6bが設けられ、前記梁部連結体2と柱部連結
体4a・4bと挿入体5a・5bとで前記梁1と該梁1
の上下に配設される柱3a・3bとが連結されているこ
とを特徴とする家屋に係るものである。[0007] A house in which pillars 3a and 3b are disposed above and below a beam 1, wherein the beam 1 is provided with a beam connecting body 2 which penetrates the beam 1 in the vertical direction. Are provided with column connection members 4a and 4b connected to the beam connection member 2, respectively. Inserts 5a and 5b inserted from the columns 3a and 3b are fitted into the column connection members 4a and 4b. The beam 1 and the beam 1 are formed by the beam connecting body 2, the column connecting bodies 4a and 4b, and the inserts 5a and 5b.
Are connected to pillars 3a and 3b arranged above and below the house.
【0008】また、請求項1記載の家屋において、梁部
連結体2は、梁1の上下方向に貫通状態に穿設された梁
部貫通孔7に嵌合せしめられているだけの構成であるこ
とを特徴とする家屋に係るものである。Further, in the house according to the first aspect, the beam connecting member 2 has a configuration in which the beam connecting member 2 is merely fitted into the beam through hole 7 formed in a vertically penetrating state of the beam 1. It relates to a house characterized by the above.
【0009】また、請求項1,2いずれか1項に記載の
家屋において、梁部連結体2の上端及び下端は梁1の上
下に夫々突設せしめられていることを特徴とする家屋に
係るものである。Further, in the house according to any one of claims 1 and 2, an upper end and a lower end of the beam connecting body 2 are respectively provided so as to project upward and downward of the beam 1, respectively. Things.
【0010】また、請求項1〜3いずれか1項に記載の
家屋において、梁部連結体2として上端及び下端に雄螺
子部8が設けられた杆材が採用され、柱部連結体4a・
4bとして一端に前記雄螺子部8に螺合する雌螺子部9
a・9bが設けられた筒材が採用されていることを特徴
とする家屋に係るものである。Further, in the house according to any one of claims 1 to 3, a rod having male screw portions 8 provided at upper and lower ends is adopted as the beam connecting member 2, and the column connecting member 4a.
Female screw part 9 screwed into the male screw part 8 at one end as 4b
The present invention relates to a house characterized by employing a tubular member provided with a.9b.
【0011】また、請求項4記載の家屋において、雌螺
子部9a・9bは筒材の端部から所定の距離だけ奥まっ
た位置に設けられていることを特徴とする家屋に係るも
のである。Further, in the house according to the fourth aspect, the female screw portions 9a and 9b are provided at a position which is recessed by a predetermined distance from an end of the tubular member.
【0012】また、請求項1〜5いずれか1項に記載の
家屋において、梁1及び柱3a・3bが木製であること
を特徴とする家屋に係るものである。[0012] The house according to any one of claims 1 to 5, wherein the beam 1 and the columns 3a and 3b are made of wood.
【0013】また、請求項1〜6いずれか1項に記載の
家屋において、一階部分の柱3aは土台10を介して基礎
11上に配設され、土台10には、基礎11に定着された定着
部材12と連結され上方に突出する土台部連結体13が設け
られ、この土台部連結体13は前記土台10を貫通し該土台1
0上の一階部分の柱3aに嵌入される高さを有し、該土
台部連結体13には一階部分の柱3aの外面から挿入され
る挿入体14が嵌入する嵌入孔15が設けられ、前記定着部
材12と土台部連結体13と挿入体14とで前記基礎11と該基
礎11上に配設される土台10と該土台10上に配設される一
階部分の柱3aとが連結されていることを特徴とする家
屋に係るものである。Further, in the house according to any one of claims 1 to 6, the pillar 3a of the first floor portion is formed on a foundation 10 via a base 10.
Arranged on the base 11, the base 10 is provided with a base connecting member 13 connected to the fixing member 12 fixed to the foundation 11 and protruding upward, and the base connecting member 13 penetrates the base 10. The base 1
The base unit connecting body 13 has a fitting hole 15 into which an insert 14 to be inserted from the outer surface of the pillar 3a on the first floor is fitted. The fixing member 12, the base connecting member 13, and the insert 14 are used to form the base 11, a base 10 provided on the base 11, and a first floor column 3a provided on the base 10. Are connected to a house.
【0014】また、請求項7記載の家屋において、土台
部連結体13は、土台10の上下方向に貫通状態に穿設され
た土台部貫通孔18に嵌合せしめられているだけの構成で
あることを特徴とする家屋に係るものである。Further, in the house according to the seventh aspect, the base connecting member 13 is configured to be merely fitted into a base through hole 18 formed in a vertically penetrating state of the base 10. It relates to a house characterized by the above.
【0015】また、請求項7,8いずれか1項に記載の
家屋において、基礎11に定着された定着部材12がアンカ
ーボルトであり、土台部連結体13には該アンカーボルト
の雄螺子部16と螺合する雌螺子部17が設けられているこ
とを特徴とする家屋に係るものである。Further, in the house according to any one of claims 7 and 8, the fixing member 12 fixed to the foundation 11 is an anchor bolt, and the base portion connecting body 13 has a male screw portion 16 of the anchor bolt. The present invention relates to a house provided with a female screw portion 17 that is screwed into the house.
【0016】また、請求項7〜9いずれか1項に記載の
家屋において、一階部分の柱3a及び土台10が木製であ
り、基礎11がコンクリート製であることを特徴とする家
屋に係るものである。The house according to any one of claims 7 to 9, wherein the pillar 3a and the base 10 on the first floor are made of wood, and the foundation 11 is made of concrete. It is.
【0017】また、木造家屋を構築する際に使用する梁
1と柱3a・3b等の家屋構成部材を連結する連結具で
あって、一の部材の上面及び下面の双方或いは左面及び
右面の双方に他の部材を連結する際、一の部材に貫通す
る先端及び基端に雄螺子部が設けられた連結杆と、該連
結杆の雄螺子部に螺合連結される雌螺子部を有し前記他
の部材に嵌入される夫々の筒状嵌入体と、該筒状嵌入体
に形成された貫通孔に前記他の部材の外面から挿入され
る挿入体とから成ることを特徴とする家屋構成部材用連
結具に係るものである。Further, the present invention is a connecting tool for connecting a beam 1 and a house component such as a pillar 3a or 3b used when constructing a wooden house, wherein both the upper and lower surfaces of one member or both the left and right surfaces are provided. When connecting another member to the connecting member, the connecting rod having a male screw portion provided at the distal end and the base end penetrating one member, and a female screw portion screwed to the male screw portion of the connecting rod A house configuration comprising: a tubular fitting body to be fitted into the other member; and an insert body inserted from an outer surface of the other member into a through hole formed in the tubular fitting body. The present invention relates to a member connecting member.
【0018】また、請求項11記載の家屋構成部材用連
結具において、雌螺子部は、筒状嵌入体の端部から所定
の距離だけ奥まった位置に設けられていることを特徴と
する家屋構成部材用連結具に係るものである。Further, in the connecting member for a house constituent member according to the eleventh aspect, the female screw portion is provided at a position recessed by a predetermined distance from an end of the tubular fitting body. The present invention relates to a member connecting member.
【0019】[0019]
【発明の作用及び効果】下方の柱3aに設けられた柱部
連結体4aと、梁1に設けられた梁部連結体2と、上方
の柱3bに設けられた柱部連結体4bとを連結すること
で、該下方の柱3a,梁1及び上方の柱3bは連結され
る。また、柱3a・3bと柱部連結体4a・4bとは、
柱3a・3bから挿入される挿入体5a・5bが嵌入孔
6a・6bに嵌入されることで連結される。Operation and effect of the present invention The column connecting body 4a provided on the lower column 3a, the beam connecting body 2 provided on the beam 1, and the column connecting body 4b provided on the upper column 3b are formed. By connecting, the lower pillar 3a, the beam 1 and the upper pillar 3b are connected. In addition, the pillars 3a and 3b and the pillar connecting bodies 4a and 4b
The insertion bodies 5a and 5b inserted from the columns 3a and 3b are connected by being inserted into the insertion holes 6a and 6b.
【0020】即ち、従来のほぞ穴及びほぞを形成して連
結する方法に比し、連結体同志の連結作業及び挿入体5
a・5bの挿入作業のみで梁1と上下の柱3a・3bと
を極めて簡単に連結することができる。That is, as compared with the conventional method of forming and connecting a tenon and a tenon, the connecting operation of the connecting members and the insertion member 5 are performed.
The beam 1 and the upper and lower columns 3a and 3b can be extremely easily connected only by inserting the a and 5b.
【0021】また、この連結構成によれば、梁部連結体
2及び柱部連結体4a・4bを介して下方の柱3aと上
方の柱3bとが直接連結されるから、該連結部位の連結
強度は、前記梁部連結体2,柱部連結体4a・4b及び
挿入体5a・5bの夫々の強度,該梁部連結体2と柱部
連結体4a・4bとの連結強度及び柱部連結体4a・4
bと挿入体5a・5bとの連結強度に依存し、全て連結
体同志の連結か連結体そのものの強度である為、バラツ
キが少なく、規格化し易いことになる。Further, according to this connection structure, the lower pillar 3a and the upper pillar 3b are directly connected via the beam connecting body 2 and the pillar connecting bodies 4a and 4b, so that the connecting portions are connected. The strength is determined by the strength of each of the beam connecting body 2, the column connecting bodies 4a and 4b, and the inserts 5a and 5b, the connection strength between the beam connecting body 2 and the column connecting bodies 4a and 4b, and the column connecting. Body 4a ・ 4
Depending on the strength of the connection between b and the inserts 5a and 5b, and because the strength of the connection is the connection between all the connected bodies or the strength of the connected body itself, there is little variation and standardization is easy.
【0022】また、従来においては、下方の柱3aと梁
1、及び、梁1と上方の柱3bが夫々連結される構成で
あり、梁1と柱3a・3bとを凹凸嵌合機構によって連
結する場合、梁1の厚さの分、該凹凸嵌合の制約、即
ち、連結構造の制約が大きかったが、本発明では、上下
の柱3a・3bを連結する構成である為、連結強度が梁
1の厚さによって制限されたりせず、この点において
も、連結強度を高めることができる。Conventionally, the lower column 3a and the beam 1 and the lower column 3a and the upper column 3b are connected to each other, and the beam 1 and the columns 3a and 3b are connected by an uneven fitting mechanism. In this case, the thickness of the beam 1 restricts the fitting of the unevenness, that is, the restriction on the connection structure. However, in the present invention, since the upper and lower columns 3a and 3b are connected, the connection strength is reduced. The connection strength is not limited by the thickness of the beam 1 and the connection strength can be increased in this respect as well.
【0023】本発明は上述のように構成したから、梁と
柱を効率的に連結することができ、また、梁と柱の連結
強度を規格化することもでき、更に、該連結が非常に強
固で耐震性の高い家屋が得られる実用性,構築性,規格
化性,耐震性に秀れた家屋に関する技術となる。Since the present invention is configured as described above, the beam and the column can be efficiently connected, the connection strength between the beam and the column can be standardized, and the connection can be extremely improved. It is a technology related to a house that excels in practicality, construction, standardization, and earthquake resistance, in which a strong and highly earthquake-resistant house can be obtained.
【0024】[0024]
【発明の実施の形態】図面は本発明の一実施例を図示し
たものであり、以下に説明する。BRIEF DESCRIPTION OF THE DRAWINGS The drawings illustrate one embodiment of the present invention and will be described below.
【0025】本実施例は、梁1の下方には一階部分の柱
3aが配設され、上方には二階部分の柱3bが配設され
た家屋であって、前記梁1には該梁1を上下方向に貫通
する梁部連結体2が設けられ、前記一階部分の柱3aの
上部及び二階部分の柱3bの下部には前記梁部連結体2
と連結される柱部連結体4a・4bが夫々設けられ、こ
の柱部連結体4a・4bには夫々の柱3a・3bから挿
入される挿入体5a・5bが嵌入せしめられる嵌入孔6
a・6bが設けられ、前記梁部連結体2と柱部連結体4
a・4bと挿入体5a・5bとで前記梁1と一階部分の
柱3aと二階部分の柱3bとが連結されているものであ
る。This embodiment is a house in which a pillar 3a of a first floor is provided below a beam 1 and a pillar 3b of a second floor is provided above the beam. 1 is provided in the upper part of the pillar 3a on the first floor and the lower part of the pillar 3b on the second floor.
Are provided respectively, and the column connection members 4a and 4b are respectively provided with the insertion holes 6 into which the insertion members 5a and 5b inserted from the respective columns 3a and 3b are inserted.
a.6b are provided, and the beam connecting body 2 and the column connecting body 4 are provided.
The beam 1, the first floor column 3a, and the second floor column 3b are connected by a · 4b and inserts 5a · 5b.
【0026】また、一階部分の柱3aは土台10を介して
基礎11上に配設され、土台10には、基礎11に定着された
定着部材12と連結され上方に突出する土台部連結体13が
設けられ、この土台部連結体13は前記土台10を貫通し該
土台10上の一階部分の柱3aに嵌入される高さを有し、
該土台部連結体13には一階部分の柱3aの外面から挿入
される挿入体14が嵌入する嵌入孔15が設けられ、前記定
着部材12と土台部連結体13と挿入体14とで前記基礎11と
該基礎11上に配設される土台10と該土台10上に配設され
る一階部分の柱3aとが連結されているものである。The first floor column 3a is disposed on a foundation 11 via a base 10. The base 10 is connected to a fixing member 12 fixed to the base 11 and protrudes upward from the base. 13 is provided, and the base portion connecting body 13 has a height that penetrates the base 10 and is fitted into the pillar 3a of the first floor portion on the base 10;
The base portion connecting body 13 is provided with an insertion hole 15 into which an insert 14 inserted from the outer surface of the pillar 3a on the first floor portion is fitted, and the fixing member 12, the base portion connecting body 13 and the insert 14 The base 11 is connected to a base 10 provided on the base 11 and a first floor column 3a provided on the base 10.
【0027】また、梁1,一階部分の柱3a,二階部分
の柱3b及び土台10は木製、基礎11はコンクリート製で
ある。また、各連結体は金属製である。尚、例えば、
梁,柱,土台がシロアリ対策のスチール材であっても良
い。The beam 1, the pillar 3a on the first floor, the pillar 3b on the second floor and the base 10 are made of wood, and the foundation 11 is made of concrete. Each connecting body is made of metal. For example,
The beams, columns, and bases may be made of a termite-resistant steel material.
【0028】先ず、梁1と一階部分の柱3aと二階部分
の柱3bとの連結構造について詳述する。First, the connection structure between the beam 1, the first floor column 3a and the second floor column 3b will be described in detail.
【0029】梁部連結体2は、上端及び下端が梁1の上
下に夫々突設せしめられる長さを有している。尚、この
突出長さが長い程、連結強度は高まる。The beam connecting member 2 has a length such that the upper end and the lower end thereof are respectively protruded above and below the beam 1. Note that the longer the protruding length, the higher the connection strength.
【0030】この梁部連結体2の上端及び下端には夫々
雄螺子部8が設けられている。Male screw portions 8 are provided at the upper end and the lower end of the beam connecting member 2 respectively.
【0031】また、梁部連結体2は断面円形の杆材が採
用されている。The beam connecting member 2 employs a rod having a circular cross section.
【0032】柱部連結体4は、断面円形の筒材が採用さ
れ、一端部には雌螺子部9が設けられている。The column member 4 is formed of a cylindrical member having a circular cross section, and has a female screw 9 at one end.
【0033】この雌螺子部9は、柱部連結体4の端部か
ら所定の距離だけ奥まった位置に設けられている。The female screw portion 9 is provided at a position recessed by a predetermined distance from the end of the column connecting member 4.
【0034】また、この雌螺子部9は、筒材製の柱部連
結体4の内部にナット等を溶接によって固着する方法に
より設けられている。The female screw portion 9 is provided by a method in which a nut or the like is fixed to the inside of the cylindrical column member 4 by welding.
【0035】また、柱部連結体4の他端部側には、柱部
連結体4の長さ方向と直交する方向に貫通する前記嵌入
孔6が設けられている。The fitting hole 6 is provided at the other end side of the column connector 4 so as to penetrate in a direction perpendicular to the length direction of the column connector 4.
【0036】この嵌入孔6は、一箇所だけ設けられる構
成でも複数箇所設けられる構成でも良いが、例えば家屋
の角部等、柱3に高い荷重が作用する重要強度部位では
嵌入孔6を多くした方が連結強度が高まる為、好適であ
る。The fitting hole 6 may be provided only at one place or may be provided at a plurality of places. For example, the fitting hole 6 is increased in an important strength portion where a high load acts on the column 3 such as a corner of a house. It is preferable that the connection strength be increased.
【0037】挿入体5は、柱3を貫通するピン体が採用
されている。As the insert 5, a pin penetrating the column 3 is employed.
【0038】梁1には前記梁部連結体2を嵌合せしめる
梁部貫通孔7が上下方向に貫通する状態で穿設されてい
る。また、梁部連結体2は、この梁部貫通孔7に嵌合せ
しめられているだけの構成が採用されている。The beam 1 is provided with a beam through hole 7 for fitting the beam connecting body 2 so as to penetrate vertically. In addition, the configuration in which the beam connecting body 2 is merely fitted into the beam through hole 7 is adopted.
【0039】この点詳述すると、柱3と柱部連結体4と
の連結構成のように挿入体5を使用する連結構造は、挿
入体の挿入部位に地震の揺れ等によって亀裂が発生し易
いという問題点がある。この点、柱3に挿入体5を挿入
し、該挿入部位に亀裂が発生したとしても、柱3は繊維
方向が上下方向の木材が使用されるから、上下方向の荷
重によって繊維間が遊離したりせず、結局、柱3が破壊
されず、該亀裂による柱3の上下方向の強度低下は少な
いことになる。一方、梁1に挿入体を挿入する構成であ
ると、梁1は繊維方向が水平方向の木材が使用されるか
ら、上下方向の荷重によって繊維間が遊離し易く、必然
的に梁1が破壊されるおそれが高いことになる。More specifically, in the connection structure using the insert 5 like the connection between the column 3 and the column connecting member 4, a crack is easily generated in the insertion portion of the insert due to shaking of an earthquake or the like. There is a problem. In this regard, even if the insert 5 is inserted into the pillar 3 and a crack is generated at the insertion site, the pillar 3 is made of wood whose fiber direction is up and down. As a result, the column 3 is not broken down, and the strength of the column 3 in the vertical direction due to the cracks is small. On the other hand, if the insert is inserted into the beam 1, the beam 1 is made of wood with a horizontal fiber direction. Therefore, the fibers are easily separated by the load in the vertical direction, and the beam 1 is inevitably broken. The risk is high.
【0040】また、同様に、梁1の破壊を可及的に阻止
する為、該梁1に嵌合する梁部連結体2の数は一本が良
い。Similarly, in order to prevent the destruction of the beam 1 as much as possible, it is preferable that the number of the beam connecting members 2 fitted to the beam 1 is one.
【0041】梁1と一階部分の柱3aと二階部分の柱3
bとの連結は、例えば、次の手順により行われる。The beam 1, the first floor column 3a and the second floor column 3
The connection with b is performed, for example, by the following procedure.
【0042】一階部分の柱3aに下方の柱部連結体4a
を挿入する。この際、柱部連結体4aは雌螺子部材9a
が上側となる状態とする。また、この一階部分の柱3a
と下方の柱部連結体4aとを挿入体5aにより連結す
る。The pillar 3a on the first floor is connected to the pillar connecting body 4a below.
Insert At this time, the column connector 4a is connected to the female screw member 9a.
Is on the upper side. In addition, pillar 3a of this first floor part
And the lower column connecting body 4a are connected by the insert 5a.
【0043】続いて、この下方の柱部連結体4aの内部
に梁部連結体2の下端を挿入し、この梁部連結体2の下
端部の雄螺子部8を前記雌螺子部材9aに螺合せしめて
該下方の柱部連結体4aと梁部連結体2とを連結せしめ
る。Subsequently, the lower end of the beam connecting member 2 is inserted into the lower column connecting member 4a, and the male screw 8 at the lower end of the beam connecting member 2 is screwed into the female screw member 9a. The lower column connecting member 4a and the beam connecting member 2 are connected together.
【0044】続いて、梁部連結体2上から梁1を降下せ
しめ、該梁1を一階部分の柱3aの上面に載置する。Subsequently, the beam 1 is lowered from above the beam connecting member 2, and the beam 1 is placed on the upper surface of the pillar 3a on the first floor.
【0045】続いて、梁1上に突出する梁部連結体2の
上端を上方の柱部連結体4b(この上方の柱部連結体4
bは雌螺子部材9が下側となる状態とする。)の内部に
挿入せしめ、この上方の柱部連結体4bを回動して該柱
部連結体4bの雌螺子部9bを前記梁部連結体2の上端
部の雄螺子部8に螺合せしめて該上方の柱部連結体4b
と梁部連結体2とを連結せしめる。Subsequently, the upper end of the beam connector 2 projecting above the beam 1 is connected to the upper column connector 4b (the upper column connector 4b).
b is a state where the female screw member 9 is on the lower side. ), The upper column connecting member 4b is rotated, and the female screw 9b of the column connecting member 4b is screwed into the male screw 8 at the upper end of the beam connecting member 2. The upper pillar connected body 4b
And the beam connecting body 2 are connected.
【0046】続いて、上方の柱部連結体4b上から二階
部分の柱3bを降下せしめ、該上方の柱部連結体4bを
梁1の上面に載置する。Subsequently, the column 3b of the second floor is lowered from above the upper columnar connecting member 4b, and the upper columnar connecting member 4b is placed on the upper surface of the beam 1.
【0047】続いて、この二階部分の柱3bと上方の柱
部連結体4bとを挿入体5bにより連結する。Subsequently, the pillar 3b of the second floor portion and the pillar connecting member 4b above are connected by the insert 5b.
【0048】以上の手順により、梁1と一階部分の柱3
aと二階部分の柱3bとは連結される。According to the above procedure, the beam 1 and the pillar 3 on the first floor
a is connected to the pillar 3b of the second floor.
【0049】尚、例えば、梁1に梁部連結体2を設け、
この梁部連結体2の上下に夫々柱部連結体4を連結し、
続いて、下方の柱部連結体4aを一階部分の柱3aに挿
入して挿入体5aにより連結し、上方の柱部連結体4b
を一階部分の柱3bに挿入して挿入体5bにより連結す
るという手順でも良い。It is to be noted that, for example, a beam connecting member 2 is provided on the beam 1,
The column connecting members 4 are connected above and below the beam connecting member 2, respectively.
Subsequently, the lower pillar connection member 4a is inserted into the first floor pillar 3a and connected by the insertion member 5a.
May be inserted into the pillar 3b on the first floor and connected by the insert 5b.
【0050】次に、基礎11と土台10と一階部分の柱3a
との連結構造について詳述する。Next, the foundation 11, the base 10, and the pillar 3a of the first floor portion
The connection structure with the above will be described in detail.
【0051】土台10には、土台部連結体13が上下方向に
貫通する土台部貫通孔18が設けられている。尚、この土
台部貫通孔18の上方に前記一階部分の柱3aが立設状態
に載置される。The base 10 is provided with a base portion through-hole 18 through which the base connecting member 13 passes vertically. The pillar 3a of the first floor is placed upright above the base portion through hole 18.
【0052】土台部連結体13は筒状本体19の下部に水平
方向に突出する周鍔20が設けられた構成が採用されてい
る。The base portion connecting body 13 employs a configuration in which a circumferential flange 20 protruding in the horizontal direction is provided at a lower portion of the cylindrical main body 19.
【0053】周鍔20は土台10の下面に設けられた嵌合凹
部21に嵌合される。The peripheral collar 20 is fitted into a fitting recess 21 provided on the lower surface of the base 10.
【0054】筒状本体19の高さは、前述のように土台10
を貫通し土台10上の一階部分の柱3aに嵌入される高さ
に設定されているが、特に、木造家屋の角部となる位置
等、柱3に高い荷重が作用する重要強度部位では、該高
さを長く設定し、筒状本体19が柱3の奥深くにまで嵌入
するように構成すると良い。The height of the cylindrical body 19 is, as described above,
Is set to a height such that it penetrates into the pillar 3a of the first floor on the base 10 through the base. Particularly, at a critical strength part where a high load acts on the pillar 3, such as a corner of a wooden house. Preferably, the height is set to be long so that the cylindrical main body 19 is fitted deep into the column 3.
【0055】また、筒状本体19は、製造が容易な円筒状
のものが採用されている。The cylindrical main body 19 has a cylindrical shape that is easy to manufacture.
【0056】筒状本体19の上部には、前記嵌入孔15が設
けられている。また、図面では、挿入体14を挿入し易い
柱3に嵌入される部位にのみ嵌入孔15が設けられている
場合を図示しているが、土台10に嵌入される部位に嵌入
孔15が設けられていても、両者に設けられていても良
い。The fitting hole 15 is provided in the upper part of the cylindrical main body 19. Further, in the drawings, the case where the insertion hole 15 is provided only in the portion where the insertion body 14 is easily inserted into the column 3 is illustrated, but the insertion hole 15 is provided in the portion where the insertion body 14 is inserted into the base 10. Or both may be provided.
【0057】嵌入孔15は筒状本体19を貫通する貫通孔が
採用されている。The insertion hole 15 employs a through hole penetrating the cylindrical main body 19.
【0058】また、挿入体14は、柱3を貫通するピン体
が採用されている。尚、土台10から挿入体14を挿入する
構成の場合は、挿入体14として土台10を貫通する構成の
ものを採用すると良い。As the insert 14, a pin penetrating the column 3 is employed. In the case of a configuration in which the insert 14 is inserted from the base 10, it is preferable to adopt a configuration in which the insert 10 penetrates the base 10.
【0059】尚、図面では、柱3にのみ挿入体6を設け
ているが、この構成の方が地震の際、木造家屋の立設状
態を維持する為に極めて重要な土台2が破壊されたりせ
ず、木造家屋の倒壊を防止し易いことが確認されてい
る。この理由は、土台10の繊維方向が前記梁1の繊維方
向と同様、水平方向である為と考えれる。In the drawing, the inserts 6 are provided only on the pillars 3. However, in this structure, the base 2 which is extremely important for maintaining the standing state of the wooden house during an earthquake may be destroyed. Without it, it has been confirmed that it is easy to prevent the collapse of wooden houses. It is considered that the reason for this is that the fiber direction of the base 10 is horizontal as in the fiber direction of the beam 1.
【0060】一階部分の柱3aには、土台部連結体13の
上部が嵌入される嵌入孔22が設けられている。また、一
階部分の柱3aには前記挿入体14が貫通状態で挿入され
る挿入孔23も設けられている。The pillar 3a on the first floor is provided with a fitting hole 22 into which the upper part of the base portion connecting body 13 is fitted. The pillar 3a on the first floor is also provided with an insertion hole 23 into which the insert 14 is inserted in a penetrating state.
【0061】基礎11の上面には、定着部材12であるアン
カーボルトが所定間隔を置いて並設されている。An anchor bolt, which is a fixing member 12, is arranged on the upper surface of the base 11 at predetermined intervals.
【0062】また、土台部連結体13の下部には、このア
ンカーボルトの上部雄螺子部16が螺合される雌螺子部17
が設けられている。Further, a female screw portion 17 to which an upper male screw portion 16 of the anchor bolt is screwed is provided at a lower portion of the base portion connecting body 13.
Is provided.
【0063】また、土台部連結体13を構成する筒状本体
19の内部空間26は、前記雌螺子部17を通過し、該雌螺子
部17より上方に突出するアンカーボルトの上部が挿入さ
れる挿入部となる。Further, a cylindrical main body constituting the base portion connecting body 13
The internal space 26 of 19 serves as an insertion portion into which the upper portion of the anchor bolt that passes through the female screw portion 17 and protrudes upward from the female screw portion 17 is inserted.
【0064】尚、このアンカーボルトの内、上方に柱3
が立設される部位には、該アンカーボルトの上部に前記
土台部連結体13の雌螺子部17が螺合連結されるが、その
他のアンカーボルトには、通常通り、土台10を介してナ
ットが螺合連結される。It should be noted that, among the anchor bolts, a pillar 3
The female screw part 17 of the base part connecting body 13 is screwed and connected to the upper part of the anchor bolt at the part where the anchor bolt is erected, but the other anchor bolts are connected to the nut via the base 10 as usual. Are screwed together.
【0065】次に、本実施例による基礎11,土台10及び
一階部分の柱3aの連結方法について詳述する。Next, a method of connecting the foundation 11, the base 10, and the pillar 3a on the first floor according to the present embodiment will be described in detail.
【0066】基礎11は、従来と同様に形成する。尚、従
来において設置しなかった一階部分の柱3aが配設され
る部位にもアンカーボルトを設置する。The base 11 is formed in the same manner as in the prior art. Note that anchor bolts are also installed on the portion of the first floor where the pillars 3a are not installed conventionally.
【0067】土台10には、前記上下方向に貫通する土台
部貫通孔18及び嵌合凹部21を形成しておく。The base 10 is provided with a base portion through hole 18 and a fitting recess 21 penetrating in the vertical direction.
【0068】一階部分の柱3aの下部には、前記嵌入孔
22及び挿入孔23を形成しておく。In the lower part of the pillar 3a on the first floor, the fitting hole is provided.
22 and an insertion hole 23 are formed in advance.
【0069】先ず、一階部分の柱3aを設置する部位の
下方に位置するアンカーボルトに土台部連結体13を連結
する。First, the base connection member 13 is connected to an anchor bolt located below the portion where the pillar 3a on the first floor is installed.
【0070】続いて、土台10を基礎11上に載置し、前記
土台部連結体13を土台10上に突出せしめると共に、他の
アンカーボルトを用いて該土台10と基礎11とを連結す
る。Subsequently, the base 10 is placed on the base 11, the base connection member 13 is protruded above the base 10, and the base 10 and the base 11 are connected using another anchor bolt.
【0071】続いて、土台10上にして土台部連結体13の
上方から一階部分の柱3aを該土台10上に載置する。こ
の際、一階部分の柱3aの嵌入孔22に土台部連結体13の
上部を嵌入せしめる。Subsequently, on the base 10, the pillar 3 a of the first floor is placed on the base 10 from above the base unit connecting body 13. At this time, the upper part of the base part connecting body 13 is fitted into the fitting hole 22 of the pillar 3a on the first floor.
【0072】続いて、一階部分の柱3aの挿入孔23から
挿入体14を挿入し、該挿入体14を土台部連結体13に設け
られた嵌入孔15に嵌入せしめて該土台部連結体13を回動
不能状態とする。Subsequently, the insert 14 is inserted through the insertion hole 23 of the pillar 3a on the first floor, and the insert 14 is inserted into the insertion hole 15 provided in the base connection 13 so that the base connection 13 is set to the unrotatable state.
【0073】以上の手段により、一階部分の柱3aは土
台10及び基礎11と直接連結され、また、一階部分の柱3
aと土台部連結体13とは回動不能に連結され、また、土
台10と基礎11とも直接連結される。By the above means, the pillar 3a on the first floor is directly connected to the base 10 and the foundation 11, and the pillar 3a on the first floor is
a and the base unit connecting body 13 are non-rotatably connected, and are also directly connected to the base 10 and the foundation 11.
【0074】本実施例は上述のように、梁1と該梁1の
上下に配設される柱3a・3bとを連結する際、連結体
同志の連結作業及び挿入体5a・5bの挿入作業のみで
梁1と柱3a・3bとを連結できるから、従来のほぞ穴
及びほぞを形成して連結する方法に比し、極めて効率的
に連結作業を行うことができる実用性,構築性に秀れた
家屋となる。In this embodiment, as described above, when the beam 1 is connected to the columns 3a and 3b disposed above and below the beam 1, the connecting operation of the connecting members and the inserting operation of the inserts 5a and 5b are performed. Since the beam 1 and the columns 3a and 3b can be connected only by using only the conventional method, the connection work can be performed extremely efficiently compared with the conventional method of forming and connecting a tenon and a tenon. House.
【0075】また、梁部連結体2及び柱部連結体4a・
4bを介して下方の柱3aと上方の柱3bとが直接連結
されるから、該連結部位の連結強度は、前記梁部連結体
2,柱部連結体4a・4b及び挿入体5a・5bの夫々
の強度,該梁部連結体2と柱部連結体4a・4bとの連
結強度及び柱部連結体4a・4bと挿入体5a・5bと
の連結強度に依存し、全て連結体同志の連結か連結体そ
のものの強度である為、バラツキが少なく、規格化し易
いことになり、家屋の強度をカタログに記載できるよう
になる。Further, the beam connecting member 2 and the column connecting member 4a
Since the lower pillar 3a and the upper pillar 3b are directly connected via the 4b, the connection strength of the connecting portion is determined by the beam connecting body 2, the column connecting bodies 4a and 4b, and the inserts 5a and 5b. Depending on the respective strengths, the connection strength between the beam connecting body 2 and the column connecting bodies 4a and 4b, and the connection strength between the column connecting bodies 4a and 4b and the inserts 5a and 5b, all of the connecting bodies are connected. Since the strength of the connector itself is small, there is little variation and standardization is easy, and the strength of the house can be described in a catalog.
【0076】また、単に梁1と柱3aとを連結するもの
ではなく、該柱3aと梁1を挟んで対向位置に存在する
柱3bとも連結する構成だから、この分、連結強度が高
いことになり、必然的に強度の高い耐震性に秀れた家屋
が得られることになる。Further, since the beam 1 and the column 3a are not simply connected, but the column 3a is also connected to the column 3b located at an opposing position with the beam 1 interposed therebetween, the connection strength is correspondingly high. Inevitably, a house with high strength and excellent earthquake resistance will be obtained.
【0077】また、上下の柱3a・3bを連結する構成
である為、従来の連結構造のように連結強度が梁1の厚
さによって制限されたりせず、この点において連結強度
が高いことになり、必然的に強度の高い耐震性に秀れた
家屋が得られることになる。In addition, since the upper and lower columns 3a and 3b are connected, the connection strength is not limited by the thickness of the beam 1 as in the conventional connection structure. Inevitably, a house with high strength and excellent earthquake resistance will be obtained.
【0078】また、梁部連結体2が杆材であるから細
く、繊維方向が水平方向故に破壊されるおそれの高い梁
1に施す加工が少なくて済み、この点においても強度の
高い家屋が得られることになる。Further, since the beam connecting member 2 is a rod, the beam 1 which is thin and has a high risk of being broken because the fiber direction is horizontal is small, so that a house having high strength can be obtained in this respect. Will be done.
【0079】また、柱部連結体4a・4bの雌螺子部9
a・9bは、端部から所定の距離だけ奥まった位置に設
けられているから、梁部連結体2に柱部連結体4a・4
bを連結した際、該柱部連結体4a・4bが梁1に食い
込み易く、この点においても連結強度が高まることにな
る。Further, the female screw portion 9 of the column connecting members 4a and 4b
a and 9b are provided at a position that is recessed from the end by a predetermined distance, so that the beam connecting body 2 is connected to the column connecting bodies 4a and 4b.
When b is connected, the column-portion connected bodies 4a and 4b easily bite into the beam 1, and the connection strength also increases in this regard.
【0080】また、柱部連結体4a・4bの端部と雌螺
子部9a・9bとの間が溶接シロと成る為、柱部連結体
4a・4bの内部にナット等の既存の雌螺子体を簡単に
溶接することができ、よって、柱部連結体4a・4bに
簡単に雌螺子部9a・9bを設けることができる。Further, since the gap between the end portions of the column connecting members 4a and 4b and the female screw portions 9a and 9b forms a welding pad, an existing female screw member such as a nut is provided inside the column connecting members 4a and 4b. Can be easily welded, and therefore, the female thread portions 9a and 9b can be easily provided on the pillar portion coupling bodies 4a and 4b.
【0081】また、梁1(請求項11のいう一の部材、
以下同様。)に貫通する先端及び基端に雄螺子部8が設
けられた梁部連結体1(連結杆)と、該梁部連結体1の
雄螺子部8に螺合連結される雌螺子部9a・9bを有し
該梁1の上下の柱3a・3b(他の部材)に嵌入される
夫々の柱部連結体4a・4b(筒状嵌入体)と、該柱部
連結体4a・4bに形成された挿入孔(貫通孔)に前記
上下の柱3a・3bの外面から挿入される挿入体5a・
5bとから成る連結具は、上記本実施例の梁1と該梁1
の上下に配設される柱3a・3bとの連結を効率的且つ
高強度で行えるものになる。Further, the beam 1 (the one member according to claim 11,
The same applies hereinafter. ), A male threaded portion 1 (connecting rod) provided with a male thread portion 8 at the distal end and the proximal end thereof, and a female thread portion 9a which is screwed to the male thread portion 8 of the beam portion coupled body 1. 9b, each of the column connecting members 4a and 4b (cylindrical insertion members) to be inserted into the upper and lower columns 3a and 3b (other members) of the beam 1, and the column connecting members 4a and 4b. Inserts 5a and 5a inserted into the inserted insertion holes (through holes) from the outer surfaces of the upper and lower columns 3a and 3b.
5b, the beam 1 of the present embodiment and the beam 1
Can be connected efficiently and with high strength to the pillars 3a and 3b arranged above and below.
【0082】また、基礎11と土台10と一階部分の柱3a
も、前記同様に効果的且つ簡単に連結することができ、
しかも、一階部分の柱3aが土台10のみならず基礎11に
も直接連結されるから連結強度が高く、必然的に木造家
屋を効率的に構築することができ、且つ、非常に高強度
の木造家屋を構築できる。Also, the foundation 11, the base 10, and the pillar 3a of the first floor portion
Can be connected effectively and easily as described above,
Moreover, since the pillar 3a on the first floor is directly connected not only to the base 10 but also to the foundation 11, the connection strength is high, and a wooden house can be constructed efficiently inevitably. You can build a wooden house.
【0083】また、土台部連結体13を連結する定着部材
12としてアンカーボルトを用いているから、既存の基礎
11の形成を応用して本実施例を簡単に実施することがで
き、この点においても効率的な家屋構築が達成されるこ
とになる。Further, a fixing member for connecting the base portion connecting body 13
Since the anchor bolt is used as 12, the existing foundation
This embodiment can be easily implemented by applying the formation of 11, and also in this regard, efficient house construction can be achieved.
【0084】また、土台部連結体13として筒体が採用さ
れているから、定着部材12が良好に土台部連結体13内に
嵌入され、より一層良好に連結を行えることになる。Further, since a cylindrical body is employed as the base portion connecting member 13, the fixing member 12 is fitted into the base portion connecting member 13 satisfactorily, so that the connection can be performed more satisfactorily.
【0085】また、土台部連結体13の下部には周鍔20が
設けられているから、地震等によっても土台部連結体13
が上方に浮き上がったりせず、定着部材12に連結された
状態並びに土台10及び一階部分の柱3aに連結された状
態が良好に維持され、この点においても木造家屋の強度
が高まることになる。Further, since the peripheral flange 20 is provided at a lower portion of the base portion connecting body 13, even if an earthquake or the like occurs, the base portion connecting body 13 may be provided.
Does not rise upward, the state of being connected to the fixing member 12 and the state of being connected to the base 10 and the pillar 3a of the first floor portion are well maintained, and in this respect also, the strength of the wooden house is increased. .
【図1】本実施例の梁1付近の説明分解斜視図である。FIG. 1 is an explanatory exploded perspective view of the vicinity of a beam 1 of the present embodiment.
【図2】図1の説明側断面図である。FIG. 2 is an explanatory sectional side view of FIG. 1;
【図3】本実施例の土台10付近の説明分解斜視図であ
る。FIG. 3 is an exploded perspective view of the vicinity of a base 10 of the embodiment.
【図4】図3の説明側断面図である。FIG. 4 is an explanatory side sectional view of FIG. 3;
1 梁 2 梁部連結体 3a・3b 柱 4a・4b 柱部連結体 5a・5b 挿入体 6a・6b 挿入孔 7 梁部貫通孔 8 雄螺子部 9a・9b 雌螺子部 10 土台 11 基礎 12 定着部材 13 土台部連結体 14 挿入体 15 嵌入孔 16 雄螺子部 17 雌螺子部 18 土台部貫通孔 DESCRIPTION OF SYMBOLS 1 beam 2 beam part connection body 3a, 3b pillar 4a, 4b pillar part connection body 5a, 5b insert 6a, 6b insertion hole 7 beam through hole 8 male screw part 9a, 9b female screw part 10 foundation 11 foundation 12 fixing member 13 Base connector 14 Insert 15 Insert hole 16 Male screw 17 Female screw 18 Base through hole
Claims (12)
て、前記梁には該梁を上下方向に貫通する梁部連結体が
設けられ、前記柱には前記梁部連結体と連結される柱部
連結体が夫々設けられ、この柱部連結体には柱から挿入
される挿入体が嵌入せしめられる嵌入孔が設けられ、前
記梁部連結体と柱部連結体と挿入体とで前記梁と該梁の
上下に配設される柱とが連結されていることを特徴とす
る家屋。1. A house in which a pillar is arranged above and below a beam, wherein the beam is provided with a beam connecting body vertically penetrating the beam, and the pillar is provided with the beam connecting body. Each of the column connection bodies to be connected is provided, and the column connection body is provided with an insertion hole into which an insert inserted from the column is inserted, and the beam connection body, the column connection body, and the insert are provided. Wherein the beam is connected to columns arranged above and below the beam.
体は、梁の上下方向に貫通状態に穿設された梁部貫通孔
に嵌合せしめられているだけの構成であることを特徴と
する家屋。2. The house according to claim 1, wherein the beam connecting member is configured to be fitted only into a beam through hole formed so as to penetrate in a vertical direction of the beam. House to be.
において、梁部連結体の上端及び下端は梁の上下に夫々
突設せしめられていることを特徴とする家屋。3. The house according to claim 1, wherein an upper end and a lower end of the beam connecting body are respectively protruded above and below the beam.
において、梁部連結体として上端及び下端に雄螺子部が
設けられた杆材が採用され、柱部連結体として一端に前
記雄螺子部に螺合する雌螺子部が設けられた筒材が採用
されていることを特徴とする家屋。4. The house according to any one of claims 1 to 3, wherein a rod having a male screw portion provided at an upper end and a lower end is employed as a beam connecting member, and said pillar member is provided at one end as a column connecting member. A house characterized by adopting a tubular member provided with a female screw portion screwed into a male screw portion.
は筒材の端部から所定の距離だけ奥まった位置に設けら
れていることを特徴とする家屋。5. The house according to claim 4, wherein the female screw portion is provided at a position located a predetermined distance behind the end of the tubular member.
において、梁及び柱が木製であることを特徴とする家
屋。6. The house according to claim 1, wherein the beams and columns are made of wood.
において、一階部分の柱は土台を介して基礎上に配設さ
れ、土台には、基礎に定着された定着部材と連結され上
方に突出する土台部連結体が設けられ、この土台部連結
体は前記土台を貫通し該土台上の一階部分の柱に嵌入さ
れる高さを有し、該土台部連結体には一階部分の柱の外
面から挿入される挿入体が嵌入する嵌入孔が設けられ、
前記定着部材と土台部連結体と挿入体とで前記基礎と該
基礎上に配設される土台と該土台上に配設される一階部
分の柱とが連結されていることを特徴とする家屋。7. The house according to claim 1, wherein the pillar on the first floor is disposed on a foundation via a base, and the base is connected to a fixing member fixed on the foundation. And a base portion connecting body protruding upward is provided, and the base portion connecting body has a height that penetrates the base and is fitted into a pillar of a first floor portion on the base, and the base portion connecting body has An insertion hole into which an insert inserted from the outer surface of the pillar on the first floor portion is provided,
The base, the base provided on the base, and the first-floor pillar provided on the base are connected by the fixing member, the base unit connected body, and the insert. house.
結体は、土台の上下方向に貫通状態に穿設された土台部
貫通孔に嵌合せしめられているだけの構成であることを
特徴とする家屋。8. The house according to claim 7, wherein the base portion connecting body is configured to be fitted only into a base portion through hole formed in a vertically penetrating state of the base. House to be.
において、基礎に定着された定着部材がアンカーボルト
であり、土台部連結体には該アンカーボルトの雄螺子部
と螺合する雌螺子部が設けられていることを特徴とする
家屋。9. The house according to claim 7, wherein the fixing member fixed to the foundation is an anchor bolt, and the base member is screwed with a male screw portion of the anchor bolt. A house provided with a female screw portion.
屋において、一階部分の柱及び土台が木製であり、基礎
がコンクリート製であることを特徴とする家屋。10. The house according to any one of claims 7 to 9, wherein the pillars and the base of the first floor are made of wood, and the foundation is made of concrete.
柱等の家屋構成部材を連結する連結具であって、一の部
材の上面及び下面の双方或いは左面及び右面の双方に他
の部材を連結する際、一の部材に貫通する先端及び基端
に雄螺子部が設けられた連結杆と、該連結杆の雄螺子部
に螺合連結される雌螺子部を有し前記他の部材に嵌入さ
れる夫々の筒状嵌入体と、該筒状嵌入体に形成された貫
通孔に前記他の部材の外面から挿入される挿入体とから
成ることを特徴とする家屋構成部材用連結具。11. A connecting tool for connecting a house component such as a beam and a pillar used when constructing a wooden house, wherein both the upper surface and the lower surface of one member or both the left surface and the right surface have another member. When connecting the connecting member, a connecting rod having a male screw portion provided at a distal end and a proximal end penetrating one member, and a female screw portion screwed and connected to the male screw portion of the connecting rod, the other member Characterized in that it comprises: a cylindrical insert inserted into the cylindrical insert; and an insert inserted into the through-hole formed in the cylindrical insert from an outer surface of the other member. .
具において、雌螺子部は、筒状嵌入体の端部から所定の
距離だけ奥まった位置に設けられていることを特徴とす
る家屋構成部材用連結具。12. The connecting member for a house component according to claim 11, wherein the female screw portion is provided at a position recessed by a predetermined distance from an end of the tubular fitting body. Connector for members.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000370581A JP2002173986A (en) | 2000-12-05 | 2000-12-05 | House and connector for house component member |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000370581A JP2002173986A (en) | 2000-12-05 | 2000-12-05 | House and connector for house component member |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2002173986A true JP2002173986A (en) | 2002-06-21 |
Family
ID=18840451
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000370581A Pending JP2002173986A (en) | 2000-12-05 | 2000-12-05 | House and connector for house component member |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2002173986A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006233496A (en) * | 2005-02-23 | 2006-09-07 | Daiwa House Ind Co Ltd | Beam-column framework structure having continued beam |
JP2021504610A (en) * | 2016-11-29 | 2021-02-15 | オークランド ユニサービシス リミテッド | Building components for connecting structural members |
-
2000
- 2000-12-05 JP JP2000370581A patent/JP2002173986A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006233496A (en) * | 2005-02-23 | 2006-09-07 | Daiwa House Ind Co Ltd | Beam-column framework structure having continued beam |
JP2021504610A (en) * | 2016-11-29 | 2021-02-15 | オークランド ユニサービシス リミテッド | Building components for connecting structural members |
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