JP2895138B2 - Method of forming load-bearing panel for building - Google Patents

Method of forming load-bearing panel for building

Info

Publication number
JP2895138B2
JP2895138B2 JP1673890A JP1673890A JP2895138B2 JP 2895138 B2 JP2895138 B2 JP 2895138B2 JP 1673890 A JP1673890 A JP 1673890A JP 1673890 A JP1673890 A JP 1673890A JP 2895138 B2 JP2895138 B2 JP 2895138B2
Authority
JP
Japan
Prior art keywords
load
bearing panel
lattice
members
sides
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.)
Expired - Lifetime
Application number
JP1673890A
Other languages
Japanese (ja)
Other versions
JPH0376955A (en
Inventor
保彦 黒岩
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.)
Asahi Kasei Corp
Original Assignee
Asahi Kasei Kogyo KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Asahi Kasei Kogyo KK filed Critical Asahi Kasei Kogyo KK
Publication of JPH0376955A publication Critical patent/JPH0376955A/en
Application granted granted Critical
Publication of JP2895138B2 publication Critical patent/JP2895138B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は木材を主体とし、接続金物や耐力パネル等を
用いて構成される木造建築物における耐力パネルユニッ
トと土台や梁等の横部材との接続方法に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a load-bearing panel unit and a horizontal member such as a base or a beam in a wooden building mainly composed of wood and using connecting hardware and a load-bearing panel. Related to the connection method.

〔従来の技術及び発明が解決しようとする課題〕[Problems to be solved by conventional technology and invention]

従来の木造建築物は、木材の強度の問題の他、ユニッ
ト化が難しいこと、施工に多くの時間を要すること、特
殊な技能を有する職人を必要とすること等の問題があ
り、量産化が難しかった。
Conventional wooden buildings have problems such as difficulty in unitization, long construction time, and the need for craftsmen with special skills. was difficult.

これに対し、特殊な加工を施した高品質の木材を使用
したり、耐力パネルとして部分的に鋼製部材を利用した
りすることにより、スパンや開口部の設計の自由度を高
め、自由な空間デザインを可能とし、また、仕口部等に
接続金物を積極的に利用することにより、施工の合理
化、品質の向上を図る試みがなされている。
On the other hand, the use of specially processed high-quality wood and the use of steel parts as load-bearing panels increase the degree of freedom in designing spans and openings. Attempts have been made to streamline construction and improve quality by making space design possible and by actively using connecting hardware for connections and the like.

本発明の建築用耐力パネルの形成方法は、上述のよう
な背景のもとに発明されたものである。
The method for forming a building load-bearing panel of the present invention has been invented based on the above background.

〔課題を解決するための手段〕[Means for solving the problem]

本発明の建築用耐力パネルの形成方法は、 中央の縦部材とこれと平行な両側の縦部材及び上下の
横部材との間に、ラチス部材を配してなる建築用耐力パ
ネルの形成方法であって、 前記下側の横部材の上面に、前記中央の縦部材の下端
を面内方向両側より挟み込む立上り部を有し、該立上り
部に前記耐力パネルの面外方向に開口する案内溝を形成
した接続金具を固定し、 前記上側の横部材の下面に、前記中央の縦部材の上端
を面内方向両側より挟み込む垂下部を有し、該垂下部に
前記耐力パネルの面外方向に開口する案内溝を形成した
接続金具を固定し、 前記中央の縦部材と両側のラチス部材とで構成した耐
力パネルユニットを、該耐力パネルユニットの下端部及
び上端部については、それぞれ該中央の縦部材及び両側
のラチス部材の下端偏平部及び上端偏平部を貫通する貫
通ボルトで仮止めした状態としておき、 前記下側の横部材に固定した接続金具の立上り部を、
前記中央の縦部材の下端と前記ラチス部材の下端偏平部
との間にすべり込ませるとともに、前記上側の横部材に
固定した接続金具の垂下部を、前記中央の縦部材の上端
と前記ラチス部材の上端偏平部との間にすべり込ませつ
つ、前記貫通ボルトを前記接続金具の案内溝に前記面外
方向から係合させ、該貫通ボルトを締め付けることによ
り、該耐力パネルユニットを上下の横部材と接続するこ
とを特徴とするものである。
The method for forming a structural load-bearing panel of the present invention is a method for forming a structural load-bearing panel in which a lattice member is disposed between a central vertical member and vertical members on both sides parallel to the vertical member and upper and lower horizontal members. The upper surface of the lower horizontal member has a rising portion that sandwiches the lower end of the central vertical member from both in-plane directions, and the rising portion has a guide groove that opens in an out-of-plane direction of the load-bearing panel. The connection fitting thus formed is fixed, the lower part of the upper horizontal member has a hanging part that sandwiches the upper end of the central vertical member from both sides in the in-plane direction, and the hanging part has an opening outside the plane of the load-bearing panel. A connection fitting having a guide groove formed therein is fixed, and a load-bearing panel unit composed of the central vertical member and lattice members on both sides is attached to a lower end portion and an upper end portion of the load-bearing panel unit. And the lower end of the lattice members on both sides The flat portion and the upper end flat portion are temporarily fixed with penetrating bolts penetrating therethrough, and the rising portion of the connection fitting fixed to the lower horizontal member,
Sliding between the lower end of the central longitudinal member and the lower end flat portion of the lattice member, and the hanging part of the connection fitting fixed to the upper horizontal member, the upper end of the central longitudinal member and the lattice member The through-bolt is engaged with the guide groove of the connection fitting from the out-of-plane direction while being slid between the upper-end flat portion, and the through-bolt is tightened. It is characterized by connecting with.

なお、本願出願人は、このようにして形成される耐力
パネルユニットとして、先に、例えば、特願昭63−1599
60号(特開平1−318637号公報参照)に記載したよう
な、柱、間柱等の縦部材と、鋼管等をラチス状に加工し
て縦部材との当接部を偏平に形成し、その部分を縦部材
とボルト等で接合できるようにした、軽量かつ高耐力で
ユニット化の容易な耐力パネルを開発しており、木造建
築物の軸組内において、大きな水平力を負担することが
できる。
The applicant of the present application has previously described, for example, Japanese Patent Application No. 63-1599 as a load-bearing panel unit formed in this manner.
No. 60 (see JP-A-1-318637), a vertical member such as a column or a stud, and a steel pipe or the like are processed into a lattice shape to form a flat contact portion with the vertical member. We have developed a lightweight, high-strength, easy-to-unit load-bearing panel that allows parts to be joined to vertical members with bolts, etc., and can bear large horizontal forces within the frame of a wooden building. .

〔実施例〕〔Example〕

次に、図示した実施例について説明する。 Next, the illustrated embodiment will be described.

第2図は木造住宅における耐力パネルの配置例を示し
たもので、軸組は、耐力パネルユニット1を組み込んだ
耐力パネルの他、木質の柱2、木質の梁3、木造小屋組
4等から構成されている。
FIG. 2 shows an example of the arrangement of load-bearing panels in a wooden house. The frame is composed of a load-bearing panel incorporating a load-bearing panel unit 1, a wooden pillar 2, a wooden beam 3, a wooden hut set 4, and the like. It is configured.

第1図は耐力パネルの構成及びその接続の様子を示し
たもので、耐力パネルは、間柱等としての中央の縦部材
1aと、両側の柱1b、細径の鋼管等を加工したラチス部材
1c、及び上下の横部材5とからなる。
FIG. 1 shows the structure of the load-bearing panel and the state of its connection. The load-bearing panel is a vertical member at the center as a stud or the like.
Lattice members processed from 1a, pillars 1b on both sides, thin steel pipe, etc.
1c and upper and lower horizontal members 5.

本発明では、中央の縦部材1aとラチス部材1cとをあら
かじめ組み立て、ユニット化した耐力パネルユニット1
を、両側の柱1bと梁や土台等の上下の横部材5で囲まれ
た空間に取り付けるようにしている。
According to the present invention, the central vertical member 1a and the lattice member 1c are assembled in advance, and the unitized load-bearing panel unit 1 is assembled.
Are mounted in a space surrounded by columns 1b on both sides and upper and lower horizontal members 5 such as beams and bases.

耐力パネルユニット1を構成する中央の縦部材1aと両
側のラチス部材1cは、図に示すように、中間部について
は平板上の接続金物6を介してボルト7により固定し、
上下端部については、後に詳述するように縦部材1aの上
下端部及びラチス部材1cの上下端部をそれぞれ貫通する
貫通ボルト9で仮止めしておく。なお、耐力パネルユニ
ット1の両側のラチス部材1cと両側の柱1bの接続もボル
ト7で行うことができる。
As shown in the figure, the central vertical member 1a and the lattice members 1c on both sides of the load-bearing panel unit 1 are fixed at the intermediate portion by bolts 7 via connection metal members 6 on a flat plate.
As will be described in detail later, the upper and lower ends are temporarily fixed by penetrating bolts 9 penetrating the upper and lower ends of the vertical member 1a and the upper and lower ends of the lattice member 1c, respectively. The lattice members 1c on both sides of the load-bearing panel unit 1 and the columns 1b on both sides can also be connected by bolts 7.

上下の横部材5と耐力パネルユニット1との接続は、
横部材5の耐力パネルユニット1が取り付く面、すなわ
ち下側の横部材5の上面及び上側の横部材5の下面にそ
れぞれ固定した接続金物8を介して行われる。この接続
金物8は、横部材5の取付け基部8aと、耐力パネルユニ
ット1の中央の縦部材1aの下端又は上端を挟み込む立上
り部8b又は垂下部8b′を有し、立上り部8b及び垂下部8
b′には、それぞれ耐力パネルユニット1の面外方向に
開口する案内溝8cが形成されている。
The connection between the upper and lower horizontal members 5 and the load-bearing panel unit 1
This is performed via connection hardware 8 fixed to the surface of the horizontal member 5 to which the load bearing panel unit 1 is attached, that is, the upper surface of the lower horizontal member 5 and the lower surface of the upper horizontal member 5. The connecting hardware 8 has a mounting base 8a for the horizontal member 5 and a rising portion 8b or a hanging portion 8b 'for sandwiching the lower end or upper end of the vertical member 1a at the center of the load-bearing panel unit 1, and the rising portion 8b and the hanging portion 8b.
Guide grooves 8c are formed in b 'so as to open in the out-of-plane direction of the load-bearing panel unit 1, respectively.

第3図は下端接続部の詳細を示したもので、接続金物
8の基部8a上に耐力パネルユニット1の中央の縦部材1a
の下面が当接し、中央の縦部材1aの下端側面には接続金
物8の立上り部8bが当接し、その外側にラチス部材1cの
下端偏平部が当接し、これらが1本の貫通ボルト9によ
り固定されている。図中、10はナットである。上端接続
部も同様の構造となる。
FIG. 3 shows the details of the lower end connecting portion, in which the vertical member 1a at the center of the load-bearing panel unit 1 is placed on the base 8a of the connecting hardware 8.
Of the connecting member 8 abuts on the lower side surface of the central vertical member 1a, and the lower end flat portion of the lattice member 1c abuts on the outer side thereof. Fixed. In the figure, reference numeral 10 denotes a nut. The upper end connection portion has the same structure.

接続金物8に案内溝8cを形成したことにより、第1図
のように中央の縦部材1aとラチス部材1cをユニット化し
た耐力パネルユニット1を取り付ける場合において、ラ
チス部材1cの上下端部を貫通ボルト9で仮止めした状態
で、接続金物8の立上り部8bを中央の縦部材1aとラチス
部材1c間にすべり込ませることができ、そのまま貫通ボ
ルト9を締め付けることにより、確実に固定することが
できる。
By forming the guide groove 8c in the connecting metal member 8, when the load bearing panel unit 1 in which the central vertical member 1a and the lattice member 1c are unitized as shown in FIG. 1 is attached, the upper and lower ends of the lattice member 1c are penetrated. With the bolts 9 temporarily fixed, the rising portions 8b of the connection hardware 8 can be slid between the central vertical member 1a and the lattice member 1c, and can be securely fixed by tightening the through bolts 9 as they are. it can.

〔発明の効果〕 耐力パネルユニットを組み立てた状態で、土台や梁等
の横部材に固定した接続金物の立上り部や垂下部間に、
耐力パネル中央の縦部材の端部を一方向からすべり込ま
せて、取り付けることができるので、軸組全体の施工性
を向上させることができる。
[Effect of the Invention] In a state where the load-bearing panel unit is assembled, between the rising portion and the hanging portion of the connection hardware fixed to the horizontal member such as the base and the beam,
Since the end of the vertical member at the center of the load-bearing panel can be slid in from one direction and attached, the workability of the entire frame can be improved.

耐力パネルユニットのラチス部材と中央の縦部材、及
び土台や梁等の横部材の接続と、あらかじめ仮止め状態
で耐力パネルユニットに組み込んだ一本の貫通ボルトを
共用した形で行うことができるので、接合構造が簡略化
され、部品点数も少なく、施工性がよい。
Since the lattice member of the load-bearing panel unit can be connected to the vertical member at the center and the horizontal members such as the base and the beam, a single through-bolt can be used in the form of a single through-bolt that has been installed in the load-bearing panel unit in a temporarily fixed state. The joining structure is simplified, the number of parts is small, and workability is good.

接続金物に形成された案内溝が耐力パネルの面外方向
に開口しているため、耐力パネルユニットに貫通ボルト
を取り付けたまま、所定位置にすべり込ませて、容易に
取り付けることができる。
Since the guide groove formed in the connection metal member is opened in the out-of-plane direction of the load-bearing panel, the load-bearing panel unit can be slid into a predetermined position with the through bolts attached, and can be easily attached.

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

第1図は本発明の一実施例における耐力パネルユニット
の接続の様子を示す斜視図、第2図は木造建築物におけ
る耐力パネルの配置例を示す正面図、第3図は下端接続
部の構造を示す正面図である。 1……耐力パネルユニット、1a……中央の縦部材、1b…
…柱、1c……ラチス部材、5……横部材、6……接続金
物、7……ボルト、8……接続金物、8a……基部、8b…
…立上り部、8c……案内溝、9……貫通ボルト、10……
ナット
FIG. 1 is a perspective view showing a connection state of a load-bearing panel unit in one embodiment of the present invention, FIG. 2 is a front view showing an example of arrangement of load-bearing panels in a wooden building, and FIG. FIG. 1 ... Strengthened panel unit, 1a ... Central vertical member, 1b ...
... pillar, 1c ... lattice member, 5 ... horizontal member, 6 ... connection hardware, 7 ... bolt, 8 ... connection hardware, 8a ... base, 8b ...
... Rising part, 8c ... Guide groove, 9 ... Through bolt, 10 ...
nut

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】中央の縦部材とこれと平行な両側の縦部材
及び上下の横部材との間に、ラチス部材を配してなる建
築用耐力パネルの形成方法であって、 前記下側の横部材の上面に、前記中央の縦部材の下端を
面内方向両側より挟み込む立上り部を有し、該立上り部
に前記耐力パネルの面外方向に開口する案内溝を形成し
た接続金具を固定し、 前記上側の横部材の下面に、前記中央の縦部材の上端を
面内方向両側より挟み込む垂下部を有し、該垂下部に前
記耐力パネルの面外方向に開口する案内溝を形成した接
続金具を固定し、 前記中央の縦部材と両側のラチス部材とで構成した耐力
パネルユニットを、該耐力パネルユニットの下端部及び
上端部については、それぞれ該中央の縦部材及び両側の
ラチス部材の下端偏平部及び上端偏平部を貫通する貫通
ボルトで仮止めした状態としておき、 前記下側の横部材に固定した接続金具の立上り部を、前
記中央の縦部材の下端と前記ラチス部材の下端偏平部と
の間にすべり込ませるとともに、前記上側の横部材に固
定した接続金具の垂下部を、前記中央の縦部材の上端と
前記ラチス部材の上端偏平部との間にすべり込ませつ
つ、前記貫通ボルトを前記接続金具の案内溝に前記面外
方向から係合させ、該貫通ボルトを締め付けることによ
り、該耐力パネルユニットを上下の横部材と接続するこ
とを特徴とする建築用耐力パネルの形成方法。
1. A method for forming a structural load-bearing panel comprising a lattice member disposed between a central longitudinal member and longitudinal members on both sides parallel to the longitudinal member and upper and lower lateral members, On the upper surface of the horizontal member, a connection fitting having a rising portion that sandwiches the lower end of the central vertical member from both sides in the plane, and having a guide groove that opens in the out-of-plane direction of the load-bearing panel is fixed to the rising portion. A connection having, on the lower surface of the upper horizontal member, a hanging portion which sandwiches the upper end of the central vertical member from both sides in the in-plane direction, and a guide groove formed in the hanging portion so as to open in an out-of-plane direction of the load-bearing panel. A metal panel is fixed, and a load-bearing panel unit composed of the central vertical member and the lattice members on both sides is provided. For the lower end and the upper end of the load-resistant panel unit, the lower ends of the central vertical member and the lattice members on both sides are respectively provided. Penetrate the flat part and the upper flat part While temporarily fixed with a through bolt, the rising portion of the connection fitting fixed to the lower horizontal member is slid between the lower end of the central longitudinal member and the lower end flat portion of the lattice member, While sliding the hanging part of the connection fitting fixed to the upper horizontal member between the upper end of the central vertical member and the upper end flat part of the lattice member, the through bolt is inserted into the guide groove of the connection fitting. A method for forming a load-bearing panel for building, wherein the load-bearing panel unit is connected to upper and lower horizontal members by engaging from the out-of-plane direction and tightening the through bolt.
JP1673890A 1989-05-16 1990-01-26 Method of forming load-bearing panel for building Expired - Lifetime JP2895138B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP12193089 1989-05-16
JP1-121930 1989-05-16

Publications (2)

Publication Number Publication Date
JPH0376955A JPH0376955A (en) 1991-04-02
JP2895138B2 true JP2895138B2 (en) 1999-05-24

Family

ID=14823450

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1673890A Expired - Lifetime JP2895138B2 (en) 1989-05-16 1990-01-26 Method of forming load-bearing panel for building

Country Status (1)

Country Link
JP (1) JP2895138B2 (en)

Also Published As

Publication number Publication date
JPH0376955A (en) 1991-04-02

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