JP2918260B2 - Building load-bearing panels and building frame structures - Google Patents

Building load-bearing panels and building frame structures

Info

Publication number
JP2918260B2
JP2918260B2 JP1338966A JP33896689A JP2918260B2 JP 2918260 B2 JP2918260 B2 JP 2918260B2 JP 1338966 A JP1338966 A JP 1338966A JP 33896689 A JP33896689 A JP 33896689A JP 2918260 B2 JP2918260 B2 JP 2918260B2
Authority
JP
Japan
Prior art keywords
members
frame
load
vertical
lattice
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 - Fee Related
Application number
JP1338966A
Other languages
Japanese (ja)
Other versions
JPH03199548A (en
Inventor
保彦 黒岩
博文 蔵本
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
Priority to JP1338966A priority Critical patent/JP2918260B2/en
Publication of JPH03199548A publication Critical patent/JPH03199548A/en
Application granted granted Critical
Publication of JP2918260B2 publication Critical patent/JP2918260B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Panels For Use In Building Construction (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は主として住宅における木質構造の軸組内に取
付けられ、水平力を負担する耐力パネルと、該耐力パネ
ルを用いた建築軸組構造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 which is mainly mounted in a wooden frame of a house and bears a horizontal force, and an architectural frame structure using the load-bearing panel. Things.

〔従来の技術および課題〕[Conventional technology and issues]

木質構造建築物において、地震などの水平力に対して
は、従来、筋違、壁の配置により対処する場合が多い。
Conventionally, in wooden structures, horizontal forces such as earthquakes are often dealt with by struts and wall arrangements.

しかし、従来の木質構造建築物は、木材の強度の問題
の他、水平耐力部材としての筋違や壁により、開口部や
空間の設計の自由度が制限され、またユニット化が難し
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などの問題があり、量産化が
難しかった。
However, conventional wood-structured buildings are not only limited by the strength of the timber, but also by the struts and walls as horizontal load-bearing members, which limit the degree of freedom in the design of openings and spaces. However, it takes a lot of time, and it requires a craftsman with special skills, which makes mass production difficult.

本発明は、プレハブ化が可能な新たな水平耐力部材を
提供し、これを構造軸組に組込むことにより、量産化を
可能とし、設計の自由度を高め、また施工の合理化、品
質の向上を図ったものである。
The present invention provides a new horizontal bearing member that can be prefabricated, and by incorporating this into a structural frame, enables mass production, increases the degree of freedom in design, and improves the rationalization and quality of construction. It is intended.

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

本発明は建築用耐力パネルは、木質の軸組構造に取り
付ける耐力パネルであって、中央の縦部材2とその両側
の一対の縦枠材12が上下の横枠材13間に連結され、中央
の縦部材2と両側の縦枠材12の間にそれぞれラチス部材
3が接合され、各ラチス部材3は鋼管を波状に屈曲させ
てその当接部を扁平とするとともに、中央の縦部材2に
各ラチス部材3の当接部がそれぞれ鋼板製の固定板8を
介して共通にボルト接合され、両側の縦枠材12に各ラチ
ス部材3の当接部が鋼板製の固定板8を介して個別にボ
ルト接合され、さらに片面に面材11を貼ってあることを
特徴とするものである。
The present invention relates to a load-bearing panel for building, which is a load-bearing panel to be attached to a wooden frame structure, wherein a central vertical member 2 and a pair of vertical frame members 12 on both sides thereof are connected between upper and lower horizontal frame members 13, Each of the lattice members 3 is joined between the vertical member 2 and the vertical frame members 12 on both sides, and each lattice member 3 bends the steel pipe in a wavy shape to flatten the abutting portion thereof and to the central vertical member 2. The contact portions of the lattice members 3 are bolted in common via respective steel plate fixing plates 8, and the contact portions of the lattice members 3 are connected to the vertical frame members 12 on both sides through the steel plate fixing plates 8. It is characterized in that it is individually bolted, and a face material 11 is attached to one side.

また、本発明の建築軸組構造は、上記耐力パネルのユ
ニットを木質の建築軸組を構成する上下の横部材および
左右の縦部材によって形成される枠組内に配置したもの
である。
In the building frame structure of the present invention, the unit of the load-bearing panel is arranged in a frame formed by upper and lower horizontal members and left and right vertical members constituting a wooden building frame.

耐力パネルは水平耐力部材として大きな強度を与え、
このような壁倍率の大きい耐力パネルを軸組内に複数分
散配置することにより、出入り口、窓などの開口部を広
くとることができ、設計の自由度が増す。
Strength panel gives great strength as horizontal strength member,
By disposing a plurality of such load-bearing panels having a large wall magnification in the frame, an opening such as a doorway or a window can be widened, and the degree of freedom in design increases.

〔実施例〕〔Example〕

第1図(a)〜(c)はユニットとしての耐力パネル
1を示したもので、縦部材2(通常、木製)と、ラチス
部材3と、片面に貼った板などの面材11とからなる。ラ
チス部材3は1本の鋼管を波状に屈曲し、縦部材2への
当接部を偏平としたもので、中央に配される縦部材2の
両側にボルトで接合し、面材11とともに平面的な水平耐
力部材を構成する。面材11の材質や貼り方は特に限定さ
れないが、本実施例では耐力パネル1を縦横の枠材12,1
3としての木枠で囲み、この木枠に対し、面材11を釘あ
るいは接着剤などにより貼り付けている。ラチス部材3
と縦枠材12との接合は縦枠材12に当接するラチス部材3
の屈曲部をボルト4′で接合して行う。
1 (a) to 1 (c) show a load-bearing panel 1 as a unit, which includes a vertical member 2 (usually made of wood), a lattice member 3, and a face material 11 such as a plate stuck on one side. Become. The lattice member 3 is formed by bending a single steel pipe in a wavy shape and flattening the contact portion with the vertical member 2. The lattice member 3 is joined to both sides of the vertical member 2 arranged in the center with bolts, and is flat with the face material 11. A horizontal bearing member is formed. The material of the face material 11 and the method of attaching the face material 11 are not particularly limited.
The frame 3 is surrounded by a wooden frame, and the face material 11 is attached to the wooden frame with a nail or an adhesive. Lattice member 3
The lattice member 3 that contacts the vertical frame member 12 is connected to the vertical frame member 12.
Are joined by bolts 4 '.

このような耐力パネル1はユニット化した状態で、第
2図に示すように、梁、桁、土台などの上下横部材5お
よび柱などの縦部材6で囲まれる木質の枠組内に組み込
んで使用する。枠組内への取付けにおいては、面材11や
縦横の枠材12,13を上下の横部材5や縦部材6に直接釘
打ちすることもできる。また、耐力パネル1の中央の縦
部材2は上記枠組内に組込む際、間柱と同様に扱うこと
もできる。
As shown in FIG. 2, such a load-bearing panel 1 is used in a united state by being incorporated into a wooden framework surrounded by upper and lower horizontal members 5 such as beams, girders and bases and vertical members 6 such as columns. I do. In mounting in the framework, the face material 11 and the vertical and horizontal frame materials 12 and 13 can be directly nailed to the upper and lower horizontal members 5 and the vertical members 6. When the vertical member 2 at the center of the load-bearing panel 1 is incorporated into the framework, it can be handled in the same manner as a stud.

第3図(a),(b)は耐力パネル1を構成する縦部
材2とラチス部材3の接合部を示したもので、縦部材2
の両側面にボルト孔7を設けた鋼板製の固定板8を木ね
じ9により固定しておき、偏平としたラチス部材3の当
接部に座金10を介して縦部材2を貫通するボルト4を挿
通して接合する。
FIGS. 3 (a) and 3 (b) show a joint between the vertical member 2 and the lattice member 3 constituting the load-bearing panel 1, and FIG.
A fixing plate 8 made of a steel plate provided with bolt holes 7 on both side surfaces of the vertical member 2 is fixed with a wood screw 9, and a bolt 4 penetrating the vertical member 2 through a washer 10 at a contact portion of the flat lattice member 3. Insert and join.

第4図(a),(b)は耐力パネル1の縦枠材12とラ
チス部材3の接合部の詳細を示したもので、片側だけの
接合であることから、この例では第3図(b)のボルト
孔7の代わりにねじ孔7′を有する固定板8′を用い、
ボルト4′をこのねじ孔7′に螺合している。
FIGS. 4 (a) and 4 (b) show details of a joint between the vertical frame member 12 of the load-bearing panel 1 and the lattice member 3, and since only one side is joined, FIG. A fixing plate 8 'having a screw hole 7' is used in place of the bolt hole 7 of b),
A bolt 4 'is screwed into the screw hole 7'.

第5図〜第8図は耐力パネル1の縦部材2と上下の横
枠材13との取付け方法の一例を示したもので、縦部材2
とラチス部材3を組み、一方、面材11と縦横の枠材12,1
3を組んだ状態で、上側の横枠材12の下面および下側の
横枠材12の上面にそれぞれ接合金物16を固定し、この接
合金物16を利用してボルト4で接合できるようにしてい
る。接合金物16は縦部材2の端部を面内方向両側より挟
み込む立上り部17(縦部材2の上端の場合のように接合
金物16を下向きに取付けた場合にはこの立上が部17は垂
下することになる)を有し、立上り部17には耐力パネル
1の面外方向に開口する案内溝18が形成されている。
5 to 8 show an example of a method of attaching the vertical member 2 of the load-bearing panel 1 and the upper and lower horizontal frame members 13.
And lattice member 3, on the other hand, face material 11 and vertical and horizontal frame materials 12, 1
In a state where 3 is assembled, a metal joint 16 is fixed to the lower surface of the upper horizontal frame member 12 and the upper surface of the lower horizontal frame member 12, respectively. I have. The joining hardware 16 is a rising portion 17 that sandwiches the end of the vertical member 2 from both sides in the in-plane direction (when the joining hardware 16 is attached downward as in the case of the upper end of the vertical member 2, the rising portion 17 is suspended. The rising portion 17 is formed with a guide groove 18 that opens in an out-of-plane direction of the load-bearing panel 1.

第6図(a),(b)は縦部材2の上側の横枠材12へ
の接合部、第7図(a)〜(c)は縦部材2の下側の横
枠材12への接合部の詳細を示したもので、接合金物16は
その平板状の基部を横枠材12に当接させて木ねじ9によ
り固定してある。縦部材2の上下端部側面には接合金物
16の立上り部17が当接し、その外側にラチス部材3の下
端偏平部分が当接し、これらを貫通するボルト4により
固定している。図中、4aはナットである。
FIGS. 6 (a) and 6 (b) show the joint between the vertical member 2 and the upper horizontal frame member 12, and FIGS. 7 (a) to 7 (c) show the joint between the lower member and the lower horizontal frame member 12. The details of the joining portion are shown, and the joining hardware 16 is fixed with a wood screw 9 with its flat base contacting the horizontal frame member 12. Joining hardware on the upper and lower ends of the vertical member 2
The rising portion 17 of 16 abuts, and the lower end flat portion of the lattice member 3 abuts on the outside thereof, and is fixed by the bolt 4 penetrating therethrough. In the drawing, 4a is a nut.

接合金物16に案内溝18を形成したことにより、縦部材
2およびラチス部材3の面材11および枠材12,13への接
合作業においては、第8図に示すように、ラチス部材3
の上下端をボルト4で仮止めした状態で、接合金物16の
立上り部17を縦部材2とラチス部材3間にすべり込ませ
ることができ、そのままボルト4を締めつけることによ
り、簡単に接合することができる。
By forming the guide groove 18 in the metal joint 16, the joining operation of the vertical member 2 and the lattice member 3 to the face member 11 and the frame members 12 and 13 is performed as shown in FIG.
With the upper and lower ends temporarily fixed with the bolts 4, the rising portions 17 of the joining hardware 16 can be slid between the vertical member 2 and the lattice member 3, and the bolts 4 can be tightened as they are to easily join. Can be.

以上、第3図〜第8図はそれぞれ接合方法の一例を示
したもので、これらに限定されるものではない。
As described above, FIGS. 3 to 8 each show an example of the joining method, and the present invention is not limited thereto.

第9図は本発明の軸組構造における耐力パネル1の配
置例を説明するための図(面材11は図示を省略)であ
り、耐力パネルを梁、桁、土台などの上下横部材5間
に、一般の柱の他に耐力パネル取付け用の枠組を構成す
る縦部材6(もちろん通常の柱、間柱として配置される
ものも含む)を設け、軸組内に耐力パネル1を分散配置
している。具体的には柱や、開口位置、軸組としての必
要な耐力などを考慮し、設計により水平耐力部材として
効率的な配置を決定する。
FIG. 9 is a view for explaining an arrangement example of the load-bearing panel 1 in the frame structure of the present invention (the face material 11 is not shown). In addition to the general columns, vertical members 6 (including those arranged as ordinary columns and studs, of course) constituting a framework for mounting the load-bearing panels are provided, and the load-bearing panels 1 are dispersed and arranged in the frame. I have. Specifically, an efficient arrangement as a horizontal bearing member is determined by design in consideration of columns, opening positions, required strength as a frame, and the like.

第10図は第9図の軸組による木質建築構造物における
他の構造部材との関係を示したもので、原則的には従来
工法により構築することができ、さらに接合金具などの
工夫により、量産化、施工の合理化を図ることができ
る。なお、図中、22はRC基礎、23は大引、24は片持ち式
ベランダ部、25はベランダ手摺、26は垂木、27は野地
板、28はアスファルトルーフィング、29は屋根仕上げ材
を示す。
Fig. 10 shows the relationship between the wooden building structure and other structural members of the frame shown in Fig. 9, which can be constructed by the conventional method in principle. Mass production and rationalization of construction can be achieved. In the drawing, reference numeral 22 denotes an RC foundation, 23 denotes a pull-out, 24 denotes a cantilevered veranda, 25 denotes a veranda handrail, 26 denotes a rafter, 27 denotes a base plate, 28 denotes asphalt roofing, and 29 denotes a roof finishing material.

〔発明の効果〕〔The invention's effect〕

本発明の耐力パネルは、中央の縦部材とその両側の一
対の縦枠材が上下の横枠材間に連結され、中央の縦部材
と両側の縦枠材の間にそれぞれラチス部材が接合され、
さに片面に面材を貼ってユニット化したものであり、軽
量で、かつ強度の大きい水平耐力部材とすることができ
る。
In the load-bearing panel of the present invention, a central vertical member and a pair of vertical frame members on both sides thereof are connected between upper and lower horizontal frame members, and a lattice member is joined between the central vertical member and both vertical frame members. ,
In addition, it is made into a unit by attaching a face material to one side, so that it is possible to provide a lightweight and strong horizontal strength member.

ラチス部材は鋼管を波状に屈曲させてその当接部を扁
平とするとともに、中央の縦部材にラチス部材の当接部
が鋼板製の固定板を介して共通のボルトで接合され、両
側の縦枠材にラチス部材の当接部が鋼板製の固定板を介
して個別にボルト接合される構造となっており、鋼板製
の固定板の存在により押圧力を受けた折り曲がり部分が
木質の縦部材に食い込んで強度を低下させることを防止
し、また鋼板製の固定板がボルト接合による接合部を1
点支持から多点支持に変換することで、ラチス部材から
作用するせん断力による接合ボルトの回転が防止でき、
安定した接合構造が得られる。
The lattice member bends the steel pipe in a wavy shape to flatten the abutment portion, and the abutment portion of the lattice member is joined to the central longitudinal member by a common bolt via a steel plate fixing plate. The abutment of the lattice member on the frame material is individually bolted via a steel plate fixing plate, and the bent part that receives the pressing force due to the presence of the steel plate is made of wood. It prevents the strength from being reduced by digging into the member, and the steel plate fixing plate secures the joint by bolting to one.
By converting from point support to multi-point support, rotation of the joining bolt due to shear force acting from the lattice member can be prevented,
A stable joining structure can be obtained.

ラチス部材と面材の接合については工場取付けが可能
であり、精度が出せるため、軽微で強いジョイントが可
能となる。また、面材をあらかじめ取付けておくことに
より、現場作業などの手間が省け、パネル強度も向上す
る。さらにパネル枠材の軸組への取付けでは、軸組の現
場建方精度への対応を考えてクリアランスを設けておけ
ば、誤差が吸収でき、かつ力の伝達についてはパッキン
材を挟んで釘接合するか、あるいは面材を大きめに貼り
突出部分で軸組に釘接合(この場合パッキン材も不要と
なる)すればよい。
Regarding the joining of the lattice member and the face material, it is possible to attach it to the factory, and the accuracy can be improved, so that a light and strong joint can be achieved. In addition, by attaching the face materials in advance, the time and labor for on-site work can be saved, and the panel strength can be improved. In addition, when installing the panel frame material to the frame, if a clearance is provided in consideration of the construction accuracy of the frame at the site construction, errors can be absorbed, and force transmission will be nailed with packing material sandwiched Alternatively, the face material may be larger and pasted and nailed to the frame at the protruding portion (in this case, the packing material is also unnecessary).

なお、ラチス部材が中央の縦部材に対して線対称の場
合、水平力を受けたとき中央の縦部材には大きな力が発
生しないので、縦部材を小断面にすることができる。ま
た第1図のようにラチス材が横部材に対して閉じた形状
の配置であればラチス部材の取付け部は少なく、力の伝
達も合理的になる。
When the lattice member is symmetrical with respect to the central vertical member, a large force is not generated in the central vertical member when a horizontal force is applied, so that the vertical member can have a small cross section. In addition, if the lattice member is arranged in a closed shape with respect to the horizontal member as shown in FIG. 1, the number of attachment portions of the lattice member is small, and the transmission of force is rational.

本発明の軸組構造では上述のような効果を有する耐力
パネルを使用することにより、施工性の向上が図れると
ともに、筋違や一般の壁構造に比べ開口部を広くとるこ
とができ、その配置についても自由度が大きく、自由な
空間デザインを可能とする。
In the frame structure of the present invention, by using the load-bearing panel having the above-described effects, the workability can be improved, and the opening can be widened as compared with the bracing and the general wall structure. Also has a high degree of freedom, allowing for a free space design.

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

第1図(a)〜(c)はそれぞれ本発明の耐力パネルの
一実施例を示す平面図、正面図および側面図、第2図は
使用状態の正面図、第3図(a),(b)および第4図
(a),(b)はラチス部材の接合部の詳細図、第5図
は縦部材およびラチス部材の枠材への接合の様子を示す
斜視図、第6図(a),(b)はそれぞれ縦部材の上側
の横枠材への接合部を示す側面図および正面図、第7図
(a)〜(c)はそれぞれ縦部材の下側の横枠材への接
合部を示す平面図、側面図および正面図、第8図は縦部
材の横枠材への接合方法を説明するための正面図、第9
図は軸組構造における耐力パネルの配置を示す斜視図、
第10図は他の構造部材との関係を示す分解斜視図であ
る。 1……耐力パネル、2……縦部材、3……ラチス部材、
4……ボルト、5……横部材、6……柱、7……ねじ
孔、8……固定板、9……木ねじ、11……面材、12……
縦枠材、13……横枠材、16……接合金物、17……立上り
部、18……案内溝
1 (a) to 1 (c) are a plan view, a front view, and a side view, respectively, showing one embodiment of a load-bearing panel of the present invention, FIG. 2 is a front view in a used state, and FIGS. 4B and FIGS. 4A and 4B are detailed views of a joint portion of the lattice member, FIG. 5 is a perspective view showing a state of joining the vertical member and the lattice member to the frame member, and FIG. ) And (b) are a side view and a front view, respectively, showing a joining portion of the vertical member to the upper horizontal frame member, and FIGS. 7 (a) to 7 (c) respectively show the connection of the lower member to the lower horizontal frame member. FIG. 8 is a plan view, a side view, and a front view showing a joint, FIG. 8 is a front view for explaining a method of joining a vertical member to a horizontal frame member, and FIG.
The figure is a perspective view showing the arrangement of the load bearing panels in the frame structure,
FIG. 10 is an exploded perspective view showing a relationship with other structural members. 1 ... load-bearing panel, 2 ... vertical member, 3 ... lattice member,
4 Bolt 5 Horizontal member 6 Column 7 Screw hole 8 Fixing plate 9 Wood screw 11 Surface material 12
Vertical frame material, 13 ... Horizontal frame material, 16 ... Joint hardware, 17 ... Rise, 18 ... Guide groove

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E04B 2/56 E04C 2/38 E04C 2/46 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 6 , DB name) E04B 2/56 E04C 2/38 E04C 2/46

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】木質の軸組構造に取り付ける耐力パネルで
あって、中央の縦部材2とその両側の一対の縦枠材12が
上下の横枠材13間に連結され、中央の縦部材2と両側の
縦枠材12の間にそれぞれラチス部材3が接合され、各ラ
チス部材3は鋼管を波状に屈曲させてその当接部を扁平
とするとともに、中央の縦部材2に各ラチス部材3の当
接部がそれぞれ鋼板製の固定板8を介して共通にボルト
接合され、両側の縦枠材12に各ラチス部材3の当接部が
鋼板製の固定板8を介して個別にボルト接合され、さら
に片面に面材11を貼ってあることを特徴とする建築用耐
力パネル。
1. A load-bearing panel to be attached to a wooden frame structure, wherein a central vertical member 2 and a pair of vertical frame members 12 on both sides thereof are connected between upper and lower horizontal frame members 13, and a central vertical member 2 is provided. The lattice members 3 are respectively joined between the vertical frame members 12 on both sides, and each lattice member 3 bends the steel pipe in a wavy shape to flatten the abutting portion thereof, and each lattice member 3 is attached to the central vertical member 2. Abutment portions are jointly bolted to each other via the steel plate fixing plate 8, and the abutment portions of the lattice members 3 are individually bolted to the vertical frame members 12 on both sides via the steel plate fixing plates 8. A structural load-bearing panel, further comprising a face material 11 stuck on one side.
【請求項2】請求項1記載の耐力パネルを木質の建築軸
組を構成する上下の横部材5および左右の縦部材6によ
って形成される枠組内に配置したことを特徴とする建築
軸組構造。
2. The building frame structure wherein the load-bearing panels according to claim 1 are arranged in a frame formed by upper and lower horizontal members 5 and left and right vertical members 6 constituting a wooden building frame. .
JP1338966A 1989-12-27 1989-12-27 Building load-bearing panels and building frame structures Expired - Fee Related JP2918260B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1338966A JP2918260B2 (en) 1989-12-27 1989-12-27 Building load-bearing panels and building frame structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1338966A JP2918260B2 (en) 1989-12-27 1989-12-27 Building load-bearing panels and building frame structures

Publications (2)

Publication Number Publication Date
JPH03199548A JPH03199548A (en) 1991-08-30
JP2918260B2 true JP2918260B2 (en) 1999-07-12

Family

ID=18323010

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1338966A Expired - Fee Related JP2918260B2 (en) 1989-12-27 1989-12-27 Building load-bearing panels and building frame structures

Country Status (1)

Country Link
JP (1) JP2918260B2 (en)

Also Published As

Publication number Publication date
JPH03199548A (en) 1991-08-30

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