JP2000226897A - Gate-shaped frame - Google Patents

Gate-shaped frame

Info

Publication number
JP2000226897A
JP2000226897A JP11028759A JP2875999A JP2000226897A JP 2000226897 A JP2000226897 A JP 2000226897A JP 11028759 A JP11028759 A JP 11028759A JP 2875999 A JP2875999 A JP 2875999A JP 2000226897 A JP2000226897 A JP 2000226897A
Authority
JP
Japan
Prior art keywords
members
horizontal
vertical
gate
shaped frame
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
JP11028759A
Other languages
Japanese (ja)
Inventor
Katsumune Nagai
克宗 永井
Nobuo Nishiyama
誕生 西山
Minoru Endo
稔 遠藤
Kenji Hasegawa
賢司 長谷川
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.)
Daiken Trade and Industry Co Ltd
Original Assignee
Daiken Trade and Industry Co 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 Daiken Trade and Industry Co Ltd filed Critical Daiken Trade and Industry Co Ltd
Priority to JP11028759A priority Critical patent/JP2000226897A/en
Publication of JP2000226897A publication Critical patent/JP2000226897A/en
Pending legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a gate-shaped frame having a simple structure, being easy in assembling and execution work even in a narrow place and having large resistant strength to a vertical load and horizontal directional stress in the gate-shaped frame for constituting the doorway of a wooden building. SOLUTION: Vertical members 1 composed of square column materials are erected at a width interval of the doorway on a footing, fasteners 4 are fixed by bolts 11 by leaving a small space above and below upper end part opposed surfaces of these vertical members 1, and both end joints of upper/lower horizontal members 2, 3 are respectively connected/fixed to the opposed joining fasteners 4 to form a gate-shaped frame body A' of a framework structure. A strength face material 5 is stretched over front/rear surfaces of the gate- shaped frame body A' to constitute a gate-shaped frame A capable of firmly supporting stress applied in the vertical direction and the horizontal direction to the gate-shaped frame body A' together with the fasteners 4.

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】本発明は木造建築物におい
て、大きな開口部からなる出入口を形成するための門型
フレームに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a portal frame for forming an entrance having a large opening in a wooden building.

【0002】[0002]

【従来の技術】従来から、木造建築物において、ガレー
ジのような幅広く且つ高さの大なる開口部からなる出入
口を設けるには、左右に出入口の開口幅を存して配設し
た縦部材の上端間を梁部材によって一体に連結してなる
門型フレームを用い、この門型フレームを立設すること
によって開口幅と高さの大きい出入口を形成する方法が
採用されている。
2. Description of the Related Art Conventionally, in a wooden building, in order to provide an entrance having a wide and large opening such as a garage, it is necessary to use a vertical member provided with the opening width of the entrance on the left and right sides. A method has been adopted in which a portal frame having an upper end integrally connected by a beam member is used, and the portal frame having a large opening width and height is formed by standing the portal frame.

【0003】例えば、特開平10ー77700号公報に
記載されているような方法があり、この方法は、図13に
示すように、左右に小間隔を存して対設した内外柱部芯
材51、52の対向側面間を複数本の横桟53によって連結し
てなる柱芯50、50を出入口の開口幅を存して左右に配設
すると共に対向する内側の柱部芯材52、52間に梁部芯材
61を配して該梁部芯材61の両端部を上記柱部芯材52、52
に釘着することによって門形状の芯材を形成したのち、
この芯材の前後面に耐力面材71、72を当てがって釘着81
することによりパネル構造の門型フレームユニットA2
構成し、この門型フレームユニットA2、A2を一対、前後
に重ね合わせて一体化することにより垂直荷重に対して
所定の強度を備えた一定厚みを有する門型フレームを形
成することが行われている。
[0003] For example, there is a method described in Japanese Patent Application Laid-Open No. Hei 10-77700, and this method uses inner and outer pillar core members opposed to each other with a small interval on the left and right as shown in FIG. Column cores 50, 50 formed by connecting the opposing side surfaces of 51, 52 by a plurality of horizontal rails 53 are disposed on the left and right with the opening width of the entrance and exit and opposing inner column core members 52, 52. Beam core material between
61, the both ends of the beam core 61 are connected to the column cores 52, 52.
After forming a gate-shaped core material by nailing to
Attaching the load bearing surface materials 71 and 72 to the front and rear surfaces of this core material 81
To form a panel-type frame unit A 2 having a panel structure, and a pair of the gate-type frame units A 2 , A 2 are superimposed one on the other and integrated back and forth to have a predetermined strength against vertical load. 2. Description of the Related Art Forming a portal frame having a constant thickness has been performed.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記の
ようなパネル構造の門型フレームによれば、芯材の前後
面に釘着した面材71、72の釘打ちによる接合のみで接合
強度を確保しているものであるから、フレーム全体の剪
断耐力が小さくて建物に作用する水平荷重に抵抗するた
めには、単一構造の門型フレームでは強度不足となり、
そのため、上記のように一対の門型フレームユニット
A2、A2を重ね合わせて一体化せざるを得ず、施工に著し
い手間を要するという問題点がある。
However, according to the portal frame having the panel structure as described above, the joint strength is secured only by joining the face members 71 and 72 nailed to the front and rear surfaces of the core member by nailing. Therefore, in order to resist the horizontal load acting on the building due to the low shear strength of the entire frame, the strength of the portal frame with a single structure is insufficient,
Therefore, as described above, a pair of portal frame units
It is inevitable to integrally superposed A 2, A 2, there is a problem that it takes a significant effort to construction.

【0005】さらに、門形状の芯材の前後面に耐力面材
71、72を固着することによって所定の接合剛性を確保し
た単一構造の門型フレームユニットA2を形成していると
共にこの門型フレームユニットA2、A2を一対、前後に重
ね合わせて互いに対向する耐力面材71、72を密接させる
ものであるから、予め、門型フレームユニットA2を寝か
した状態で組み立て、しかるのち、該門型フレームユニ
ットA2を立て起こして上述したように耐力面材71、72同
士を接合、密着させなければならず、その立て起こし作
業に著しい手間と労力を要する上に、門型フレーム自体
は都市における全面カーポート付き住宅等の出入口の形
成を目的として広く採用されるので、狭隘な場所での施
工現場が多く、従って、上記のような門型フレームの組
み立てや立設作業が一層困難となって施工性が極めて悪
くなる。その上、門型フレームの下端部を固定する基礎
の立ち上がり部分は施工現場によって幅が異なるので、
それに合わせた門型フレームの設計、施工が煩雑化する
という問題点がある。
[0005] Furthermore, a load-bearing surface material is provided on the front and rear surfaces of the gate-shaped core material.
Pair the portal frame unit A 2, A 2 together form a portal frame unit A 2 single structure ensuring a predetermined joint stiffness by securing 71 and 72, together superimposed back and forth Since the opposing load-bearing face members 71 and 72 are brought into close contact with each other, the portal frame unit A 2 is assembled in a state of being laid down in advance, and then the portal frame unit A 2 is raised and raised as described above. The face materials 71 and 72 must be joined and adhered to each other, and the erecting work requires considerable labor and labor.In addition, the gate-shaped frame itself is used to form the entrance of a house with a full carport in the city. Since it is widely adopted, there are many construction sites in narrow places, and therefore, the assembling and standing work of the portal frame as described above becomes more difficult, and the workability becomes extremely poor. In addition, since the rising part of the foundation that fixes the lower end of the portal frame varies in width depending on the construction site,
There is a problem in that the design and construction of the gate-shaped frame corresponding thereto becomes complicated.

【0006】また、上記門型フレームは面材による耐力
壁構造であるため、門形状の芯材の接合剛性を確保する
には、芯材に面材を固定するための釘ピッチを短くする
必要があってその作業に手間を要するばかりでなく、門
型フレームは上記のように門型フレームユニットA2、A2
を一対、前後に重ね合わせて所定厚みを有する門型フレ
ームとしたのち、該門型フレームの梁部上下面及び柱部
の両側面等に板材を被せて釘着することにより、門型フ
レームユニットA2、A2を接合一体化しているため、この
ような板材を介しての連結だけでは門型フレームユニッ
トA2、A2同士を強固に一体化することができず、その
上、一方の門型フレームユニットA2に大きな水平荷重や
垂直荷重が作用した時に、他方の門型フレームユニット
A2にその荷重を均等に分担させることができなくて強度
上においても問題点があった。
In addition, since the portal frame has a load-bearing wall structure made of a surface material, it is necessary to reduce the nail pitch for fixing the surface material to the core material in order to secure the joint rigidity of the gate-shaped core material. not only requires labor for the work there is, the portal frame is portal frame unit a 2 as described above, a 2
And a gate-type frame having a predetermined thickness is superimposed on the front and back, and then a gate-type frame unit is formed by nailing by covering a plate material on the beam upper and lower surfaces and both side surfaces of the pillars and the like of the gate-type frame. Since A 2 and A 2 are joined and integrated, the portal frame units A 2 and A 2 cannot be firmly integrated with each other only by connection through such a plate material. when a large horizontal load and the vertical load is applied to the portal frame unit a 2, the other portal frame unit
Also there is a problem in strength on not able to evenly share the load on the A 2.

【0007】本発明はこのような問題点に鑑みてなされ
たもので、その目的とするところは狭隘な場所であって
も正確で容易な施工を可能にすると共に構造が簡単で且
つ優れた強度を発揮し得る門型フレームを提供するにあ
る。
SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and an object of the present invention is to enable accurate and easy construction even in a narrow place, and to have a simple structure and excellent strength. The purpose of the present invention is to provide a gate-shaped frame capable of exhibiting the above.

【0008】[0008]

【課題を解決するための手段】上記目的を達成するため
に本発明の門型フレームは、左右に所定間隔を存して立
設した縦部材の上端部間に上下に一定の間隔を存して並
設した横架材を配設して上記縦部材とこれらの横架材と
を軸組することにより門型状のフレーム本体を形成する
と共に上記上下横架材の前面間に該横架材と上記左右縦
部材とを結合する耐力面材を固着してなる門型フレーム
において、上記左右縦部材の上端部対向内側面に接合金
物を介して上記横架材の端部を緊締していると共に、該
緊締接合部を上記耐力面材によって被覆してなる構造を
有している。
In order to achieve the above-mentioned object, a portal frame according to the present invention has a certain vertical space between the upper ends of vertical members erected at predetermined intervals on the left and right. The vertical members are arranged side by side, and the vertical members and these horizontal members are assembled to form a gate-shaped frame body, and the horizontal member is disposed between the front surfaces of the upper and lower horizontal members. In a portal frame in which a load-bearing surface material that couples the material and the left and right vertical members is fixed, an end of the horizontal member is tightened via a metal fitting to an inner surface facing the upper end of the left and right vertical members. And a structure in which the tightening joint is covered with the load bearing surface material.

【0009】上記のように構成した門型フレームにおい
て、請求項2に係る発明は、門型フレームを構成する左
右の縦部材を横架材の前後面間の太さに等しい厚さを有
する一本の柱材から形成していることを特徴としてい
る。
In the portal frame constructed as described above, according to the invention of claim 2, the left and right vertical members constituting the portal frame have a thickness equal to the thickness between the front and rear surfaces of the horizontal member. It is characterized by being formed from a pillar material.

【0010】一方、請求項3に係る発明は、左右の縦部
材として、内外に小間隔を存して立設した柱材の対向側
面間を上下に小間隔を存して配設した複数本の横桟によ
って一体に連結し且つ柱材の前面間を耐力面材によって
被覆、固定してなるパネルから構成したことを特徴とし
ている。
According to a third aspect of the present invention, there is provided a plurality of left and right vertical members arranged at small vertical intervals between opposing side surfaces of pillars standing up and down at small intervals inside and outside. And a panel which is integrally connected by horizontal rails and is covered and fixed between the front surfaces of the pillar members by a load bearing surface material.

【0011】請求項4に係る発明は、上記請求項3に記
載の門型フレームにおいて、上側の横架材の両端部を縦
部材における外側の柱材の上端対向側面に接合金物を介
して緊締、接合している一方、下側の横架材の両端部を
縦部材における内側の柱材の上端部対向側面に接合金物
を介して緊締、接合してあり、さらに、該下側の横架材
の軸心延長上における内外柱材の対向側面間に短尺横架
材を配して該短尺横架材の両端部を内外柱材の対向側面
に接合金物を介して緊締、接合してなる構造としてい
る。
According to a fourth aspect of the present invention, in the portal frame according to the third aspect, both ends of the upper horizontal member are fastened to the upper end facing side surfaces of the outer column members of the vertical member via bonding hardware. , While joining both ends of the lower horizontal member to the upper end facing side surface of the inner column member of the vertical member via a metal joint, and further joining the lower horizontal member. A short horizontal member is disposed between the opposing side surfaces of the inner and outer column members on the axial extension of the member, and both ends of the short horizontal member are tightened and joined to the opposing side surfaces of the inner and outer column members via joining hardware. It has a structure.

【0012】[0012]

【作用及び効果】左右の縦部材における上端部対向内側
面に固着した接合金物を介して上下の横架材の端部を連
結、緊締しているので、左右の縦部材と横架材とが接合
金物を介して強固に一体化した軸組構造を構成して接合
部のモーメント抵抗が大きくなり、その上、その接合部
を耐力面材によって被覆、固定しているので、門型フレ
ーム全体の剪断耐力が増大して単一構造の門型フレーム
であるにもかかわらず、建物にかかる水平荷重に拮抗し
て優れた耐力を発揮する。
[Operation and Effect] Since the ends of the upper and lower horizontal members are connected and tightened via a metal fitting fixed to the inner surface facing the upper end of the left and right vertical members, the left and right vertical members and the horizontal members are connected. Moment resistance of the joint is increased by constructing a frame structure that is firmly integrated via the joint hardware, and furthermore, the joint is covered and fixed with a load-bearing surface material, so the entire portal frame is Despite the fact that the shear strength is increased and the frame is of a unitary structure, it exerts excellent strength against the horizontal load applied to the building.

【0013】さらに、単一構造の門型フレームであるか
ら、施工現場において、基礎上に左右の縦部材を立設し
たのち、これらの縦部材の上端部対向内側面に接合金物
を介して上下の横架材を連結、固定することにより門型
状の軸組構造とし、この門型フレーム本体に耐力面材を
固着して門型フレームを形成することができるので、狭
隘な施工現場であっても能率よく施工することができる
と共に施工費の低減を図ることができる。また、左右の
縦部材と横架材とは接合金物によって強固に一体化して
いるので、耐力面材の張設施工も容易に且つ正確に行え
ると共に接合金物は左右の縦部材の対向内側面に装着さ
れているので、耐力面材の施工作業には何等の邪魔にな
ることはなく、その上、耐力面材の施工後においては接
合金物が該耐力面材によって被覆されて優れた外観を呈
する門型フレームを築造することができる。
Further, since the frame is of a single-frame type, at the construction site, left and right vertical members are erected on the foundation, and then the upper and lower vertical surfaces of the vertical members are connected to the inner surfaces opposed to the upper end portions through metal joints. By connecting and fixing the horizontal members, a portal-shaped frame structure is formed, and the load-bearing surface material can be fixed to the portal frame body to form the portal frame. However, construction can be performed efficiently, and construction costs can be reduced. In addition, since the left and right vertical members and the horizontal member are firmly integrated with the joint metal, the installation of the load-bearing surface material can be easily and accurately performed, and the joint metal is attached to the opposed inner surfaces of the left and right vertical members. Since it is installed, it does not hinder any work for the construction of the load-bearing surface material, and after the construction of the load-bearing surface material, the joint metal is covered with the load-bearing surface material to give an excellent appearance. A portal frame can be built.

【0014】また、請求項2に係る発明によれば、門型
フレームを構成する左右の縦部材を横架材の前後面間の
厚さに等しい厚さを有する一本の柱材から形成している
ので、構造が簡単で施工性の簡易化を図ることができる
と共に柱材間の開口幅を広くとることができ、また、上
下横架材間に張設する耐力面材の端部を柱材の上端部に
被覆させた状態で耐力面材を横架材と柱材とに釘着すれ
ばよいので、耐力面材の施工も簡単に行える。
According to the second aspect of the present invention, the left and right vertical members constituting the portal frame are formed from a single column member having a thickness equal to the thickness between the front and rear surfaces of the horizontal member. As a result, the structure is simple, the workability can be simplified, the width of the opening between the pillars can be widened, and the end of the load-bearing surface material stretched between the upper and lower horizontal members Since the load-bearing surface material may be nailed to the horizontal member and the column material while covering the upper end portion of the column material, construction of the load-bearing surface material can be easily performed.

【0015】一方、請求項3に係る発明によれば、左右
の縦部材として、内外に小間隔を存して立設した柱材の
対向側面間を上下に小間隔を存して配設した複数本の横
桟によって一体に連結し且つ柱材の前面間を耐力面材に
よって被覆、固定してなるパネルから構成しているの
で、大きな荷重支持力を有する強度的に優れた強固で且
つ安定した縦部材を形成することができる。
On the other hand, according to the third aspect of the present invention, the left and right vertical members are vertically spaced at small intervals between the opposing side surfaces of the pillars that are erected at small intervals inside and outside. Since it is composed of a panel that is integrally connected by a plurality of horizontal rails and is covered and fixed between the front surfaces of the pillars with a load-bearing surface material, it is strong and stable with a large load supporting force and excellent strength. Vertical members can be formed.

【0016】また、請求項4に係る発明によれば、請求
項3に記載の縦部材と上記上下横架材とにより門型のフ
レーム本体を形成してなるもので、上側の横架材の両端
部を上記縦部材における外側の柱材の上端対向側面に接
合金物を介して緊締、接合している一方、下側の横架材
の両端部を縦部材における内側の柱材の上端部対向側面
に接合金物を介して緊締、接合しているので、一層強固
な支持力を有する軸組構造の門型フレーム本体を形成す
ることができ、さらに、該下側の横架材の軸心延長上に
おける内外柱材の対向側面間に短尺横架材を配して該短
尺横架材の両端部を内外柱材の対向側面に接合金物を介
して緊締、接合してなる構造としているので、縦部材の
強度が増大して幅広く且つ高さの大なる開口部を有する
門型フレームを得ることができる。
According to a fourth aspect of the present invention, a portal frame body is formed by the vertical member according to the third aspect and the upper and lower horizontal members. Both ends are tightened and joined to the upper end opposing side surface of the outer column member of the vertical member via a metal joint, while both end portions of the lower horizontal member are opposed to the upper end portion of the inner column member of the vertical member. Since the side walls are tightened and joined via a metal joint, a portal frame body having a framed structure having a stronger supporting force can be formed, and further, the axial center extension of the lower horizontal member can be formed. Since a short horizontal member is arranged between the opposing side surfaces of the inner and outer column members on the upper side, both ends of the short horizontal member are tightened and joined to the opposing side surfaces of the inner and outer column members via joining hardware, The strength of the vertical member is increased to obtain a portal frame having a wide and large opening. It is possible.

【0017】[0017]

【発明の実施の形態】次に、本発明の具体的な実施の形
態を図面について説明すると、図1〜図3において、1
は一定長さと一定厚さ(太さ)を有する角柱材からなる
縦部材であって、この縦部材1を2本、左右に所定間隔
を存して立設すると共にこれらの縦部材1、1の上端部
間に上下に一定の間隔を存して並設した横架材2、3を
介在させた状態に配設してこれらの横架材2、3の両側
端部を縦部材1、1の上端部対向内側面に固着した接合
金物4に連結、緊締することにより軸組構造の門型状フ
レーム本体A'を形成してあり、さらに、横架材2、3の
前面間及び後面間にそれぞれ耐力面材5、6を張設して
縦部材1、1と横架材2、3とで囲まれた空間部と該空
間部に向かって突設している上記接合金物4を被覆する
と共にこれらの耐力面材5、6の四方周縁部を縦部材
1、1と横架材2、3の前後面にそれぞれ釘7を小間隔
毎に打ち付けることにより固着して縦部材1、1と下側
の横架材3の下面とで囲まれた空間部を出入口用の開口
部Bとした門型フレームAを構成している。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a block diagram showing a first embodiment of the present invention; FIG.
Is a vertical member made of a prism material having a certain length and a certain thickness (thickness). The two vertical members 1 are erected at predetermined intervals on the left and right, and these vertical members 1, 1 The horizontal members 2, 3 arranged side by side at a certain interval between the upper ends of the horizontal members 2, 3 are interposed, and both side ends of the horizontal members 2, 3 are attached to the vertical member 1. A portal frame body A 'having a framed structure is formed by coupling and tightening to a metal joint 4 fixed to the inner surface facing the upper end of the frame member 1. Further, the front and rear surfaces of the horizontal members 2, 3 are formed. A space portion surrounded by the vertical members 1 and the horizontal members 2 and 3 and the joint metal members 4 protruding toward the space portion are stretched between the bearing members 5 and 6, respectively. Attach nails 7 at small intervals on the front and rear surfaces of the longitudinal members 1 and 1 and the transverse members 2 and 3 at the four sides of the load bearing surface members 5 and 6 while covering. Constitute a portal frame A with the space surrounded by the lower surface of the longitudinal members 1 and lower horizontal member 3 and the opening B for entrance and more secured.

【0018】上記柱材からなる縦部材1と横架材2、3
とは、前後面間の厚さが等しく形成され、従って、これ
らの縦部材1と横架材2、3とによって上記接合金物4
を介して軸組されてなる門型状フレーム本体A'の前後面
は面一の垂直面に形成されてあり、このため、耐力面材
5の四方周縁部が面一の縦部材1と横架材2、3に密接
して強固に釘着することができる。なお、縦部材1と横
架材2、3は、製材品や集成材、縦継ぎ材、LVL、P
SL(Parallel Strand Lumber) 、OSL(Oriemted S
trand Lumber) 等のような構造用木質軸材料からなるも
ので、上述したように、同じ厚さ(太さ)を有するもの
が用いられる。
The vertical member 1 and the horizontal members 2 and 3 are
Is formed so that the thickness between the front and rear surfaces is equal. Therefore, the vertical metal member 1 and the horizontal members 2
The front and rear surfaces of the portal-shaped frame main body A 'formed by a frame are formed to be flush with the vertical surface. It can be tightly nailed closely to the frames 2 and 3. Note that the vertical member 1 and the horizontal members 2 and 3 are made of lumber products, laminated materials, vertical joint materials, LVL, P
SL (Parallel Strand Lumber), OSL (Oriemted S
For example, a material made of a structural wooden shaft material such as a trand Lumber) having the same thickness (thickness) as described above is used.

【0019】一方、耐力面材5、6には、構造用合板、
パーティクルボード、OSB、MDF、インシュレーシ
ョンボード等の木質ボード類や石膏ボード、火山性ガラ
ス質複層板(例えば、大建工業株式会社製、商品名ダイ
ライト)等の無機質板を用いており、縦幅が上下横架材
2、3の上下端間の寸法に等しく且つ横幅が左右の縦部
材1、1の両側端間の寸法に等しい横長長方形状の1枚
物であってもよいが、所定長さ間隔毎に2分割や3分割
等、複数分割したものを用いることが取扱上及び施工
上、好ましい。
On the other hand, the plywood for structural use,
Wood board such as particle board, OSB, MDF, and insulation board, gypsum board, and inorganic board such as volcanic glassy multi-layer board (for example, Daiken Kogyo Co., Ltd., trade name: Dylite) are used. It may be a horizontally elongated rectangular single piece having a width equal to the dimension between the upper and lower ends of the upper and lower horizontal members 2 and 3 and a width equal to the dimension between both side ends of the left and right vertical members 1 and 1. It is preferable in terms of handling and construction to use a plurality of divisions such as two divisions or three divisions for each length interval.

【0020】縦部材1と横架材2、3を一体に連結する
上記接合金物4としては、クレテックと称されている金
物を用いている。この接合金物4は図4に示すように、
鋼板を平面コ字状に屈折してなるもので、縦部材1の厚
み(太さ)よりも幅狭い縦長長方形状の背面板部41の前
後両端から支持突板部42、42を互いに平行に突設し、こ
れらの支持突板部42、42の突出幅方向の中央部と先端部
とに上端から一定深さの支持凹部43、44を切欠き形成し
てなるもので、中央部に設けている支持凹部43、43の底
面部よりも先端側に設けている支持凹部44、44の底面部
が下方に位置させている。さらに、背面板部41には複数
個の取付孔45が穿設されていると共に支持突板部42、42
には支持凹部43、44の下方に位置させてドリフトピン10
の挿通支持孔46、46を穿設している。そして、この接合
金物4は縦部材1、1の上端部の対向内側面における幅
方向の中央部に上下に所定間隔を存して配設され、縦部
材1に密接したそれぞれの背面板部41に穿設している複
数個の取付孔45を通じて図1に示すように、縦部材1に
内外面間に亘って貫通した挿通孔47に挿通したボルト13
によって縦部材1に強固に固着されている。
As the joint metal member 4 for integrally connecting the vertical member 1 and the horizontal members 2 and 3, a metal member called Kuretec is used. As shown in FIG.
The steel plate is formed by bending a steel plate into a U-shape in plan view, and the supporting protruding plate portions 42, 42 project from the front and rear ends of a vertically long rectangular back plate portion 41 narrower than the thickness (thickness) of the vertical member 1 in parallel with each other. The support projections 42, 42 are formed by notching support recesses 43, 44 having a certain depth from the upper end at the center and the tip in the protruding width direction of the support projections 42, 42, and are provided at the center. The bottom surfaces of the support recesses 44, 44 provided on the distal end side from the bottom surfaces of the support recesses 43, 43 are located below. Further, a plurality of mounting holes 45 are formed in the rear plate portion 41, and the support protruding plate portions 42, 42 are provided.
Is located below the supporting recesses 43 and 44 and the drift pin 10
Are provided. The metal joints 4 are disposed at predetermined intervals in the center in the width direction on the inner sides of the upper ends of the vertical members 1 and 1 facing each other at predetermined intervals vertically. As shown in FIG. 1, the bolt 13 inserted through the insertion hole 47 penetrating between the inner and outer surfaces of the vertical member 1 through the plurality of mounting holes 45
Thereby, it is firmly fixed to the vertical member 1.

【0021】この接合金物4に連結、固定させられる上
記横架材2、3の両側端部には、端面に開口するスリッ
ト8、8が接合金物4の両側支持突片部42、42と同一間
隔を存して上下面間に亘って貫通、形成して、このスリ
ット8を有する横架材2、3の両側端部を接合金物4に
連結するための仕口9に形成している。この仕口9には
接合金物4の上下支持凹部43、44の係止させるボルト11
をスリット8を貫通して前後両面間に亘り固定している
と共に接合金物4の支持突板部42、42に穿設している上
記ドリフトピン挿通支持孔46、46に合致する位置に同じ
くドリフトピン挿通支持孔12、12を前後両面間に亘って
穿設している。そして、これらの横架材2、3の両端部
に形成している上記スリット8、8を対向する接合金物
4の支持突板部42、42に挿通させてボルト11を接合金物
4の支持凹部43、44に係止させることにより図5に示す
ように、横架材2、3を縦部材1、1に支持させている
と共にドリフトピン挿通支持12、46に打ち込んだドリフ
トピン10によって固定している。
At both ends of the horizontal members 2 and 3 connected to and fixed to the metal joint 4, slits 8, 8 opened on the end surfaces are the same as the both side supporting projections 42 and 42 of the metal joint 4. The slits 8 are formed so as to penetrate and extend between the upper and lower surfaces, and both ends of the horizontal members 2 and 3 having the slits 8 are formed in a connection 9 for connecting to the metal joint 4. The connection 9 has bolts 11 for locking the upper and lower support recesses 43 and 44 of the metal joint 4.
Are fixed through the slit 8 between the front and rear surfaces, and at the same time as the drift pin insertion support holes 46, 46 formed in the support projections 42, 42 of the metal joint 4, The insertion support holes 12, 12 are formed between the front and rear surfaces. The slits 8, 8 formed at both ends of the horizontal members 2, 3 are inserted through the supporting projections 42, 42 of the opposed metal fitting 4 so that the bolts 11 are connected to the supporting recesses 43 of the metal fitting 4. 5, the horizontal members 2 and 3 are supported by the vertical members 1 and 1 and fixed by the drift pins 10 driven into the drift pin insertion supports 12 and 46, as shown in FIG. I have.

【0022】また、上記横架材2、3の対向上下面間は
これらの横架材2、3に等しい厚さを有する数本の間柱
20と補強縦桟30とによって一体に連結されている。間柱
20の取付手段は図6に示すように、横架材2、3の対向
上下面に水平方向に所定間隔毎に取付孔14、15をそれぞ
れ設けると共に各間柱20の上下端面にも取付孔16、17を
穿設しておき、上下に対向する取付孔間にピン部材18を
嵌入する手段を採用している。そして、上記耐力面材
5、6はこれらの間柱20の前後面に対しても複数本の釘
7によって固着されてあり、間柱20と共に上側の横架材
2にかかる荷重を下側の横架材3に強固に且つ均等に受
止させる強度的に優れた横架材を構成している。なお、
補強縦桟30は釘着等によって上下横架材2、3に固着さ
れている。
Further, between the opposing upper and lower surfaces of the horizontal members 2, 3, several studs having a thickness equal to those of the horizontal members 2, 3 are provided.
20 and the reinforcing vertical beam 30 are integrally connected. Stud
As shown in FIG. 6, mounting means 20 are provided with mounting holes 14 and 15 at predetermined intervals in the horizontal direction on the upper and lower surfaces of the horizontal members 2 and 3 respectively, and mounting holes 16 are also provided on the upper and lower end surfaces of each stud 20. , 17 and a means for fitting the pin member 18 between the vertically opposed mounting holes is adopted. The load bearing surface members 5 and 6 are also fixed to the front and rear surfaces of these studs 20 by a plurality of nails 7, and together with the studs 20, the load applied to the upper horizontal member 2 is reduced by the lower horizontal member. The horizontal member is excellent in strength and can be received by the member 3 firmly and evenly. In addition,
The reinforcing vertical rail 30 is fixed to the upper and lower horizontal members 2 and 3 by nailing or the like.

【0023】さらに、上記のように構成した門型フレー
ムAは左右の縦部材1、1の上端部対向内側面に固着し
た接合金物4、4によって上下横架材2、3の両側端部
が強固に一体化してあり、この接合金物4の支持凹部4
3、44とこれらの支持凹部43、44に係止した横架材2、
3の仕口9に挿着しているボルト11及びドリフトピン挿
通支持12、46に打ち込んだドリフトピン10によって水
平、垂直方向の応力を確実に受止することができる優れ
た強度を発揮するものである。
Further, in the portal frame A constructed as described above, both ends of the upper and lower horizontal members 2, 3 are joined by metal fittings 4, 4 fixed to the inner surfaces of the left and right vertical members 1, 1 opposed to the upper ends. The support recesses 4 of the joining hardware 4 are firmly integrated.
3 and 44 and the horizontal members 2 locked in the support recesses 43 and 44,
The bolt 11 inserted in the connection 9 and the drift pin 10 driven into the drift pin insertion supports 12 and 46 exhibit excellent strength capable of reliably receiving horizontal and vertical stresses. It is.

【0024】上記のように構成した門型フレームAの組
立施工方法を簡単に説明すると、この門型フレームAの
開口部Bを出入口とする図7に示すような木造建築物を
構築する際に、まず、門型フレームAの柱材である縦部
材1、1を立設すべき基礎19の立ち上がり部上に縦部材
1、1を左右に所定間隔を存して順次、立設、固定す
る。その際、予め、基礎19上に土台材(図示せず)を固
定しておき、縦部材1を該土台材上に起立させたのちこ
の土台材を介して脚柱固定用金物(図示せず)により縦
部材1を基礎19に立設、固定する。
The method of assembling the portal frame A constructed as described above will be described briefly. When constructing a wooden building as shown in FIG. 7 using the opening B of the portal frame A as an entrance. First, the vertical members 1 and 1 as pillar members of the gate-shaped frame A are sequentially erected and fixed at predetermined intervals on the left and right on the rising portion of the foundation 19 on which the vertical members 1 and 1 are to be erected. . At this time, a base material (not shown) is fixed on the foundation 19 in advance, and the vertical member 1 is erected on the base material. ), The vertical member 1 is erected on the foundation 19 and fixed.

【0025】基礎23上に縦部材1を固定するには、予
め、基礎19に下半部が埋設されているアンカーボルトの
上半部を上記土台材に穿設している挿通孔に挿通し、該
アンカーボルトに座金を介してナットを螺合させること
により基礎19に土台材を固着すると共にかど金物等によ
って土台材と縦部材1とを固着することによって行われ
るが、より強固に固定するには、ホールダウン金物と称
するZマーク表示金物を用いて行ってもよい。
In order to fix the vertical member 1 on the foundation 23, the upper half of the anchor bolt, the lower half of which is embedded in the foundation 19, is inserted in advance through an insertion hole formed in the base material. This is performed by fixing the base member to the foundation 19 by screwing a nut to the anchor bolt via a washer and fixing the base member and the vertical member 1 by a corner metal or the like, but more firmly fixed. May be performed by using a Z mark display hardware called a hole-down hardware.

【0026】こうして、基礎19上に上記縦部材1、1を
横架材2、3の長さ間隔を存して順次、立設、固定した
のち、まず、まぐさとなる下側横架材3をクレーン等を
利用して縦部材1、1よりも上方にまで吊り上げ、しか
るのち、水平に保持しながら徐々に吊り下ろして該横架
材3の両端仕口9の端面を縦部材1、1の上端部対向内
側面に摺接させながらその仕口9のスリット8、8を縦
部材1、1に装着している接合金物4、4の支持突板部
42、42に挿通させながら落とし込み、図4、図5に示す
ように仕口9側のボルト11を接合金物4の支持凹部43、
44に係止させることにより横架材3を縦部材1、1に支
持させ、しかるのち、仕口9と接合金物4とに設けてい
るドリフトピン挿通支持12、46にドリフトピン10を打ち
込むことにより接合金物4、4に横架材3を固定する。
なお、接合金物4、4は予め左右縦部材1、1の上端部
における対向内側面に上下に一定間隔を存して取付けて
おいてもよく、また、縦部材1の立設後、横架材2、3
の取付作業時に行ってもよい。
After the vertical members 1 and 1 are successively erected and fixed on the foundation 19 at intervals of the length of the horizontal members 2 and 3, first, the lower horizontal member 3 which becomes a lintel is formed. Is lifted above the vertical members 1 and 1 using a crane or the like, and then is gradually lowered while being held horizontally, so that the end faces of both ends of the horizontal member 3 are connected to the vertical members 1 and 1. The supporting protruding plate portions of the joint hardware 4, 4 in which the slits 8, 8 of the connection 9 are mounted on the vertical members 1, 1 while slidingly contacting the inner surface facing the upper end of
4 and 5, the bolt 11 on the side of the connection 9 is fixed to the support recess 43 of the metal fitting 4 as shown in FIGS.
The horizontal member 3 is supported by the vertical members 1 and 1 by being locked to the 44, and thereafter, the drift pins 10 are driven into the drift pin insertion supports 12 and 46 provided on the connection 9 and the joint hardware 4. The horizontal member 3 is fixed to the joining hardware 4 and 4.
The metal joints 4, 4 may be attached to the inner surfaces facing each other at the upper end portions of the left and right vertical members 1, 1 at predetermined intervals in the vertical direction. Lumber 2, 3
May be performed at the time of mounting work.

【0027】次いで、この下側横架材3の上面に間柱20
を長さ方向に一定間隔毎にピン部材18によって立設、固
定する。この固定方法は上述したように、横架材3の上
面に穿設している取付孔15と間柱20の下面に穿設してい
る取付孔17間をピン部材18によって連結することにより
行われる。しかるのち、梁となる上側横架材2を上記同
様にしてクレーン等を利用して吊り上げ、該横架材2の
両端仕口9を上記下側横架材3と同様に縦部材1、1の
上端対向内側面に固着している上側の接合金物4、4に
固定する。その際、該横架材2の下面に長さ方向に所定
間隔毎に穿設している取付孔14と上記間柱20の上端面に
穿設している取付孔16間をピン部材17によって連結する
ことにより行われる。
Next, a stud 20 is placed on the upper surface of the lower horizontal member 3.
Are erected and fixed at regular intervals by a pin member 18 in the longitudinal direction. As described above, this fixing method is performed by connecting the mounting hole 15 formed in the upper surface of the horizontal member 3 and the mounting hole 17 formed in the lower surface of the stud 20 with the pin member 18. . Thereafter, the upper horizontal member 2 serving as a beam is lifted using a crane or the like in the same manner as described above, and both ends 9 of the horizontal member 2 are connected to the vertical members 1, 1 in the same manner as the lower horizontal member 3. Are fixed to the upper metal joints 4 fixed to the inner surface facing the upper end of the upper metal. At this time, a pin member 17 connects a mounting hole 14 formed in the lower surface of the horizontal member 2 at predetermined intervals in the length direction and a mounting hole 16 formed in the upper end surface of the stud 20. It is done by doing.

【0028】こうして、左右の縦部材1、1の上端部対
向内側面に接合金物4、4を介して横架材2、3の両側
端部を連結、緊締することにより軸組構造の門型フレー
ム本体A'を形成したのち、横架材2、3の前面間及び後
面間にそれぞれ耐力面材5、6を配して、これらの耐力
面材5、6の四方周縁部を縦部材1、1と横架材2、3
の前後面にそれぞれ釘7を小間隔毎に打ち付けることに
より張設し、縦部材1、1と下側の横架材3の下面とで
囲まれた空間部を出入口用の開口部Bとした門型フレー
ムAを築造するものである。なお、室内側の後面耐力面
材6は必ずしも張設しておく必要はなく、前面側にのみ
耐力面材5を張設しておいてもよい。また、補強縦桟30
は上下横架材2、3の組立後、釘着等によって固着すれ
ばよい。
In this manner, the both ends of the horizontal members 2 and 3 are connected to the inner surfaces of the left and right vertical members 1 and 1 facing the upper ends thereof via the joint hardware 4 and tightened. After the frame body A 'is formed, load-bearing surfaces 5 and 6 are disposed between the front and rear surfaces of the horizontal members 2 and 3, respectively, and the four-sided peripheral portions of the load-bearing surfaces 5 and 6 are connected to the longitudinal member 1. , 1 and horizontal members 2, 3
Are stretched by hitting nails 7 at small intervals on the front and rear surfaces, respectively, and a space surrounded by the vertical members 1, 1 and the lower surface of the lower horizontal member 3 is defined as an opening B for an entrance. The portal frame A is constructed. Note that the rear bearing surface material 6 on the indoor side does not necessarily need to be stretched, and the bearing surface material 5 may be stretched only on the front side. In addition, reinforcement vertical beam 30
May be fixed by nailing or the like after assembling the upper and lower horizontal members 2 and 3.

【0029】図8〜図10は本発明の別な構造を有する門
型フレームA1を示すもので、上記実施例の門型フレーム
Aにおいては、縦部材1として1本の角柱材から形成し
ているが、この実施例においては、縦部材1'として2本
の角柱材21、22と複数本の横桟23と耐力面材24、25及び
短尺横架材26とからパネル構造に形成している。その他
の構成において、上記実施例と同一部分については同一
符号を付してその詳細な説明を省略する。なお、上記2
本の角柱材21、22の前後面間の厚さは上記実施例と同様
に上下横架材2'、3'の厚さに等しく形成している。
[0029] 8 to 10 show a portal frame A 1 having another structure of the present invention, in the portal frame A of the embodiment, as the vertical member 1 formed of a single prism member However, in this embodiment, the vertical member 1 ′ is formed in a panel structure from two prismatic members 21 and 22, a plurality of horizontal bars 23, load bearing surface members 24 and 25, and a short horizontal member 26. ing. In other configurations, the same portions as those in the above embodiment are denoted by the same reference numerals, and detailed description thereof will be omitted. The above 2
The thickness between the front and rear surfaces of the prism members 21 and 22 is formed to be equal to the thickness of the upper and lower horizontal members 2 'and 3' as in the above-described embodiment.

【0030】上記縦部材1'の具体的な構造を述べると、
2本の角柱材21、22を左右方向に小間隔を存して配設
し、これらの角柱材21、22の対向側面間を上下方向に所
定間隔毎に設けた複数本の横桟23によって一体に連結し
ていると共に上端から一定寸法だけ下方に位置した上端
部対向側面に上記接合金物4、4を相対して固着し、こ
れらの接合金物4、4に短尺の横架材26の両側端部に形
成している仕口9、9を上記実施例と同一の連結手段に
よって緊締、接合し、さらに、角柱材21、22の前面間と
後面間とに耐力面材24、25をそれぞれ被覆、張設して角
柱材21、22や短尺横架材26及び横桟23に釘着してなるも
のである。
The specific structure of the vertical member 1 'will be described.
The two prism members 21 and 22 are arranged at small intervals in the left-right direction, and a plurality of horizontal rails 23 provided at predetermined intervals in the vertical direction between opposing side surfaces of these prism members 21 and 22 are provided. The joints 4, 4 are fixedly attached to the upper end facing side surface which is integrally connected and located at a certain distance below the upper end, and the joints 4, 4 are attached to both sides of the short horizontal member 26. The connections 9, 9 formed at the end portions are tightened and joined by the same connecting means as in the above embodiment, and further, load-bearing surface materials 24, 25 are provided between the front surfaces and the rear surfaces of the prism members 21, 22 respectively. They are covered, stretched, and nailed to the prism members 21 and 22, the short horizontal member 26, and the horizontal rail 23.

【0031】このように構成した縦部材1'において、門
型フレームA1の内側に配設された角柱材22は接合金物4
の長さ寸法だけ外側の角柱材21よりも短く形成されてあ
り、外側の角柱材21、21の上端対向内側面と、内側の角
柱材22、22の上端から下方に一体間隔を存した上端部内
向内側面とに上記実施例と同様に接合金物4、4を固着
し、外側の角柱材21、21の接合金物4、4に梁となる上
側横架材2'の両側端仕口9、9を連結、緊締すると共に
内側の角柱材22、22の接合金物4、4にまぐさとなる下
側横架材3'の両側端仕口9、9を連結、緊締して軸組構
造の門型フレーム本体A'を形成している。なお、下側横
架材3'の軸心延長上に内外角柱材21、22の上端部対向内
側面間に固着した上記短尺横架材26が設けられている。
[0031] In the longitudinal member 1 'thus constructed, prismatic member 22 disposed on the inner side of the portal frame A 1 is bonded hardware 4
Is formed to be shorter than the outer prism member 21 by the length of the outer prism members 21 and 21 and the upper end facing the upper end opposing inner side surfaces of the outer prism members 21 and 21 and the lower end integrally spaced from the upper ends of the inner prism members 22 and 22. In the same manner as in the above-described embodiment, the metal joints 4 and 4 are fixed to the inwardly facing inner side surface, and both side end connections 9 of the upper horizontal member 2 ′ that becomes beams to the metal joints 4 and 4 of the outer prism members 21 and 21. , 9 are connected and tightened, and both side ends 9, 9 of the lower horizontal member 3 ', which is wrapped around the joint hardware 4, 4 of the inner prism members 22, 22, are connected and tightened to form a frame structure. A portal frame body A 'is formed. The short horizontal member 26 fixed between the inner surfaces facing the upper ends of the inner and outer prism members 21 and 22 is provided on the axial center extension of the lower horizontal member 3 '.

【0032】また、上側横架材2'は、その長さ方向の両
側部下面を下側横架材3'の上端面に受止された状態で下
側横架材3'の上端面及びこの上端面に受止された下面と
に穿設している取付孔間にピン部材18を挿嵌することに
よって下側横架材3'と連結していると共に、これらの上
下横架材2'、3'間の所望部分間を上記実施例と同様に間
柱20と補強縦桟30とによって一体に連結している。そし
て、これらの上下横架材2'、3'の前後面間に上記実施例
と同様に耐力面材5、6をそれぞれ釘着することによっ
て門型フレームを構成している。
Further, the upper horizontal member 2 ′ has an upper end surface of the lower horizontal member 3 ′ with the lower surfaces on both sides in the length direction thereof being received by an upper end surface of the lower horizontal member 3 ′. The pin member 18 is inserted between the mounting holes drilled on the lower surface received on the upper end surface to connect with the lower horizontal member 3 ′, and to connect the upper and lower horizontal members 2 ′. The desired portion between 'and 3' is integrally connected by the stud 20 and the reinforcing vertical beam 30 as in the above embodiment. A portal frame is formed by nailing load-bearing surface members 5, 6 between the front and rear surfaces of the upper and lower horizontal members 2 ', 3' in the same manner as in the above embodiment.

【0033】このように構成した門型フレームAの組立
施工方法は、上記実施例と同様に、まず、縦部材1'、1'
を基礎19上の土台材20上に立設したのち、それぞれホー
ルダウン金物等の適宜な脚柱固定用金物によって固定
し、しかるのち、下側横架材3'と上側横架材2'をクレー
ン等によって順次吊り下げて縦部材1'、1'の内側角柱材
22、22の上端部対向内側面に固着している接合金物4、
4と外側角柱材21、21の上端対向内側面に固着している
接合金物4、4とにそれぞれの仕口9を緊締、連結し、
内外面に耐力面材5、6を釘着によって張設、固定する
ことにより行われる。
The method of assembling the portal frame A constructed as described above is similar to that of the above embodiment, except that the vertical members 1 ', 1'
After being erected on the base material 20 on the foundation 19, they are fixed with appropriate pillar fixing hardware such as hole-down hardware, and then the lower horizontal member 3 'and the upper horizontal member 2' are fixed. Suspended sequentially by a crane etc., the inner prism members of the vertical members 1 ', 1'
22, metal fittings 4 fixed to the upper inner surface facing the upper end of 22;
4 and the respective joints 9 are fastened and connected to the joint hardware 4, 4 fixed to the upper end facing inner side surface of the outer prism members 21, 21,
This is performed by stretching and fixing the load bearing surface members 5 and 6 to the inner and outer surfaces by nailing.

【0034】この際、縦部材1'は、予め、パネル構造に
組立てたのち、起立させて基礎19上に立設、固定しても
よいが、基礎19上に内外角柱材21、22を起立させて横桟
23や短尺横架材26でこれらの内外角柱材21、22を一体に
連結し、しかるのち、内外角柱材21、22間に耐力面材2
4、25を張設してもよい。なお、この耐力面材24、25の
張設作業は、上下横架材2'、3'間に耐力面材5、6を張
設する作業時に行ってもよい。また、後側の耐力面材
6、25は上記実施例と同様に必ずしも設けておく必要は
ない。
At this time, the vertical member 1 ′ may be assembled on a panel structure in advance and then erected on the foundation 19 to be erected and fixed on the foundation 19, but the inner and outer prism members 21 and 22 are erected on the foundation 19. Let's cross
These inner and outer prism members 21 and 22 are integrally connected with each other by a short member 23 and a short horizontal member 26, and then a load-bearing surface member 2 is provided between the inner and outer prism members 21 and 22.
4, 25 may be installed. Note that the work of stretching the load-bearing surface members 24 and 25 may be performed at the time of placing the load-bearing surface members 5 and 6 between the upper and lower horizontal members 2 ′ and 3 ′. Further, it is not always necessary to provide the rear bearing surface members 6, 25 in the same manner as in the above embodiment.

【0035】次に、以上の図1、図8に示したいずれの
実施例においても、接合金物4としてクレテックと称さ
れる金物を用いているが、本発明はこのような金物に限
定されることなく、梁は柱との緊結に用いられる金物、
例えば、図12に示すような羽子板ボルト4'を用いてもよ
い。
Next, in each of the embodiments shown in FIGS. 1 and 8 described above, a metal called Kletec is used as the joint metal 4, but the present invention is limited to such metal. Without the beam, the hardware used to tie with the pillar,
For example, a blade bolt 4 'as shown in FIG. 12 may be used.

【0036】この羽子板ボルト4'は、ボルト部4aの先端
部に長方形状の羽子板部4bを一体に設けてなるもので、
該連結板部4bには数個のボルト取付孔4cが穿設されてい
る。そして、この羽子板ボルト4'からなる接合金物によ
って縦部材1に横架材2、3、例えば上側の横架材2を
緊結、連結するには、図11に示すように、縦部材1の上
端部に内外側面間に亘って貫通したボルト挿通孔47a を
穿設する一方、横架材2の端部における上記羽子板ボル
ト4'のボルト取付孔4cに対応する部分に上下面間に亘っ
て貫通したボルト挿通孔47b を穿設しておき、縦部材1
のボルト挿通孔47a に羽子板ボルト4'のボルト部4aを挿
通して外側方に突出した該ボルト部4aの突出端部にナッ
ト4dを螺着することによって羽子板ボルト4'を縦部材1
に固定すると共に該羽子板ボルト4'の羽子板部4bに穿設
しているボルト取付孔4cと該ボルト取付孔4cに合致した
横架材2側のボルト挿通孔47b に横架材2の上面側から
ボルト13a を挿通してボルト取付孔4cから突出する下端
部にナット4eを螺着させればよい。その他の具体的な構
造は上記実施例と同様であるのでその説明を省略する。
This blade plate bolt 4 'is formed by integrally providing a rectangular blade plate portion 4b at the tip of a bolt portion 4a.
Several bolt mounting holes 4c are formed in the connecting plate portion 4b. Then, in order to bind and connect the horizontal members 2 and 3, for example, the upper horizontal member 2 to the vertical member 1 by the joining hardware including the blade bolts 4 ′, as shown in FIG. A bolt insertion hole 47a penetrating between the inner and outer surfaces is formed in the portion, and a portion corresponding to the bolt mounting hole 4c of the blade plate bolt 4 'at the end of the transverse member 2 is penetrated between the upper and lower surfaces. The bolt insertion hole 47b is drilled and the vertical member 1
The bolt portion 4a of the blade bolt 4 'is inserted into the bolt insertion hole 47a of the blade member 4a, and a nut 4d is screwed into a protruding end portion of the bolt portion 4a protruding outward, so that the blade bolt 4' is connected to the vertical member 1.
And the bolt mounting hole 4c formed in the blade plate portion 4b of the blade bolt 4 'and the bolt insertion hole 47b of the horizontal member 2 corresponding to the bolt mounting hole 4c are inserted into the upper surface of the horizontal member 2. The nut 4e may be screwed into the lower end protruding from the bolt mounting hole 4c through the bolt 13a. Other specific structures are the same as those in the above-described embodiment, and thus description thereof will be omitted.

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

【図1】門型フレームの一部切欠簡略正面図、FIG. 1 is a partially cut-away simplified front view of a portal frame,

【図2】その簡略側面図、FIG. 2 is a simplified side view thereof,

【図3】縦部材と上下横架材との連結状態を示す一部切
欠斜視図、
FIG. 3 is a partially cutaway perspective view showing a connection state between a vertical member and upper and lower horizontal members.

【図4】縦部材と横架材との連結部の分解斜視図、FIG. 4 is an exploded perspective view of a connecting portion between a vertical member and a horizontal member,

【図5】縦部材と横架材とを軸組した状態の斜視図、FIG. 5 is a perspective view of a state where a vertical member and a horizontal member are assembled.

【図6】上下横架材と間柱との連結状態を示す一部切欠
正面図、
FIG. 6 is a partially cutaway front view showing a connection state between upper and lower horizontal members and studs;

【図7】木造建築部に出入口を構成した状態の一部省略
簡略斜視図、
FIG. 7 is a partially omitted simplified perspective view showing a state where an entrance is formed in a wooden building part;

【図8】本発明の別な実施例を示す一部切欠簡略正面
図、
FIG. 8 is a partially cut-away simplified front view showing another embodiment of the present invention;

【図9】その簡略側面図、FIG. 9 is a simplified side view thereof,

【図10】縦部材と横架材との連結部の分解斜視図、FIG. 10 is an exploded perspective view of a connecting portion between a vertical member and a horizontal member,

【図11】別の構造の接合金物によって縦部材と横架材
とを連結した構造を示す要部の正面図、
FIG. 11 is a front view of a main part showing a structure in which a vertical member and a horizontal member are connected by a metal joint having another structure;

【図12】その接合金物の斜視図、FIG. 12 is a perspective view of the metal joint.

【図13】従来例を示す一部切欠簡略斜視図。FIG. 13 is a partially cut-away simplified perspective view showing a conventional example.

【符号の説明】[Explanation of symbols]

1 縦部材 2、3 横架材 4 接合金物 5、6 耐力面材 8 スリット 9 仕口 10 ドリフトピン 11 ボルト A' 門型フレーム本体 A 門型フレーム DESCRIPTION OF SYMBOLS 1 Vertical member 2, 3 Horizontal material 4 Joining hardware 5, 6 Load-bearing surface material 8 Slit 9 Connection 10 Drift pin 11 Bolt A 'Portal frame body A Portal frame

───────────────────────────────────────────────────── フロントページの続き (72)発明者 遠藤 稔 大阪市北区中之島2ー3ー18 大建工業株 式会社内 (72)発明者 長谷川 賢司 大阪市北区中之島2ー3ー18 大建工業株 式会社内 Fターム(参考) 2E002 EB12 EC03 FA03 FB05 FB07 FB12 FB14 HA03 HB01 JA03 JB00 JC02 JC03 JD01 LA01 LB02 LB03 LB13 LC02 LC03 LC04 MA01 MA12 MA13  ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Minoru Endo 2-3-18 Nakanoshima, Kita-ku, Osaka-shi Daiken Kogyo Co., Ltd. (72) Inventor Kenji Hasegawa 2-3-18 Nakanoshima, Kita-ku, Osaka-shi Daiken F term in industrial company (reference) 2E002 EB12 EC03 FA03 FB05 FB07 FB12 FB14 HA03 HB01 JA03 JB00 JC02 JC03 JD01 LA01 LB02 LB03 LB13 LC02 LC03 LC04 MA01 MA12 MA13

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 左右に所定間隔を存して立設した縦部材
の上端部間に上下に一定の間隔を存して並設した横架材
を配設して上記縦部材とこれらの横架材とを軸組するこ
とにより門型状のフレーム本体を形成すると共に上記上
下横架材の前面間に該横架材と上記左右縦部材とを結合
する耐力面材を固着してなる門型フレームにおいて、上
記左右縦部材の上端部対向内側面に接合金物を介して上
記横架材の端部を緊締していると共に、該緊締接合部を
上記耐力面材によって被覆していることを特徴とする門
型フレーム。
1. A horizontal member vertically arranged at a predetermined interval between the upper ends of vertical members erected at predetermined intervals on the left and right sides, and the vertical member and the horizontal members thereof are arranged. A gate formed by forming a gate-shaped frame main body by assembling a frame member, and a load-bearing face member for connecting the horizontal member and the left and right vertical members between the front surfaces of the upper and lower horizontal members. In the mold frame, the ends of the horizontal members are clamped to the inner surfaces opposed to the upper ends of the left and right vertical members via metal joints, and the tightened joints are covered with the load-bearing surface material. A distinctive portal frame.
【請求項2】 左右の縦部材は横架材と前後面間の厚さ
が等しい一本の柱材からなることを特徴とする請求項1
に記載の門型フレーム。
2. The right and left vertical members are made of a single column member having the same thickness between the horizontal member and the front and rear surfaces.
The gate-shaped frame according to 1.
【請求項3】 左右の縦部材は、内外に小間隔を存して
立設した柱材の対向側面間を上下に小間隔を存して配設
した複数本の横桟によって一体に連結し且つ柱材の前面
間を耐力面材によって被覆、固定してなるパネルからな
ることを特徴とする請求項1に記載の門型フレーム。
3. The left and right vertical members are integrally connected by a plurality of horizontal rails vertically spaced at small intervals between opposing side surfaces of pillars erected at small intervals inside and outside. The portal frame according to claim 1, comprising a panel formed by covering and fixing the front surfaces of the column members with a load bearing surface material.
【請求項4】 上側の横架材の両端部は縦部材における
外側の柱材の上端対向側面に接合金物を介して緊締、接
合している一方、下側の横架材の両端面は縦部材におけ
る内側の柱材の上端部対向側面に接合金物を介して緊
締、接合してあり、さらに、該下側の横架材の軸心延長
上における内外柱材の対向側面間に短尺横架材を配して
該短尺横架材の両端部を内外柱材の対向側面に接合金物
を介して緊締、接合していることを特徴とする請求項3
に記載の門型フレーム。
4. Both ends of the upper horizontal member are tightened and joined to the upper end opposing side surfaces of the outer column members of the vertical member via metal joints, while both end surfaces of the lower horizontal member are vertical. The upper side facing the upper end portion of the inner column member in the member is tightened and joined via a joining hardware, and further, a short horizontal bridge between the opposite side surfaces of the inner and outer column members on the axial extension of the lower horizontal member. 4. A short material is provided, and both ends of the short transverse member are tightened and joined to opposing side surfaces of the inner and outer pillar members via joining hardware.
The gate-shaped frame according to 1.
JP11028759A 1999-02-05 1999-02-05 Gate-shaped frame Pending JP2000226897A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11028759A JP2000226897A (en) 1999-02-05 1999-02-05 Gate-shaped frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11028759A JP2000226897A (en) 1999-02-05 1999-02-05 Gate-shaped frame

Publications (1)

Publication Number Publication Date
JP2000226897A true JP2000226897A (en) 2000-08-15

Family

ID=12257347

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11028759A Pending JP2000226897A (en) 1999-02-05 1999-02-05 Gate-shaped frame

Country Status (1)

Country Link
JP (1) JP2000226897A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006336410A (en) * 2005-06-06 2006-12-14 Sumitomo Metal Ind Ltd Wooden building by framework wall construction method and framework wall with opening
CN111962716A (en) * 2020-07-27 2020-11-20 安徽地平线建筑设计有限公司 Corner connecting structure of assembled wall
US20220214011A1 (en) * 2019-05-13 2022-07-07 Ghislain Bélanger Horizontal portion of a frame in a stud wall and installation tool therefor

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006336410A (en) * 2005-06-06 2006-12-14 Sumitomo Metal Ind Ltd Wooden building by framework wall construction method and framework wall with opening
US20220214011A1 (en) * 2019-05-13 2022-07-07 Ghislain Bélanger Horizontal portion of a frame in a stud wall and installation tool therefor
US11821578B2 (en) * 2019-05-13 2023-11-21 Ghislain Bélanger Horizontal portion of a frame in a stud wall and installation tool therefor
CN111962716A (en) * 2020-07-27 2020-11-20 安徽地平线建筑设计有限公司 Corner connecting structure of assembled wall
CN111962716B (en) * 2020-07-27 2022-03-18 安徽地平线建筑设计有限公司 Corner connecting structure of assembled wall

Similar Documents

Publication Publication Date Title
US7882665B2 (en) Construction configurations and construction methods of steel houses
JP3581426B2 (en) Structural materials and floor and roof structures of wooden buildings and construction methods using them
JPH0960107A (en) Wooden frame-built-in wood frame construction two-by-four system
JP2007046403A (en) Column and beam mounting structure for wooden building
JP2001303663A (en) Narrow wall panel structure, portal frame structure and wooden building
JP2000226897A (en) Gate-shaped frame
JPH06346515A (en) Unit building
JP2000234407A (en) Earthquake resisting wall structure making use of wooden portal frame
JP2000273952A (en) Connecting device of structural material for building
JP2883655B2 (en) Horizontal bearing members for construction
JP2948716B2 (en) Wooden frame panel structure
JP4008566B2 (en) Column and beam joint method for wooden buildings
JP2000220303A (en) Earthquake resistant reinforcing structure of building
JP2001065066A (en) Earthquake resistant reinforcing hardware for building
JPH11193572A (en) Joint fixing for wooden building
JPH0967862A (en) Binding reinforcing metal fitting
JP2001234584A (en) Jointed construction of wall column and floor beam using veneer laminated member
JP2002339483A (en) Prefabricated bearing wall panel and construction method of building using the same
JP2003247275A (en) Framework structure for wooden building
JPH11166276A (en) Bearing wall structure
JPH02304135A (en) Construction method for framework
JP3390535B2 (en) Wall panel for skip floor and construction method of skip floor
JPH06173341A (en) Construction for wooden house
JPH08105156A (en) Column, wing wall, or lateral structural member, connection metal tool and framework construction of house
JPH1162060A (en) Structure of face bar bearing wall