JP4650317B2 - Load-bearing wall panel mounting method, load-bearing wall panel, building structure - Google Patents

Load-bearing wall panel mounting method, load-bearing wall panel, building structure Download PDF

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JP4650317B2
JP4650317B2 JP2006085073A JP2006085073A JP4650317B2 JP 4650317 B2 JP4650317 B2 JP 4650317B2 JP 2006085073 A JP2006085073 A JP 2006085073A JP 2006085073 A JP2006085073 A JP 2006085073A JP 4650317 B2 JP4650317 B2 JP 4650317B2
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load
bearing wall
wall panel
frame
steel
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JP2007262660A (en
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米雄 鈴木
正朗 荒木
信行 中村
英樹 小池
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JFE Steel Corp
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Description

本発明は、薄板軽量形鋼製枠材からなる耐力壁パネルを木製の柱、梁からなる架構に設置する耐力壁パネルの取付方法、耐力壁パネル、該耐力壁パネルが取付けられた建築構造物に関する。   The present invention relates to a mounting method of a load-bearing wall panel in which a load-bearing wall panel made of a thin lightweight steel frame material is installed on a frame made of wooden columns and beams, a load-bearing wall panel, and a building structure to which the load-bearing wall panel is attached. About.

図３は屋根がトラス上弦材４３ａ、トラス束材４３ｂ、補強束材４３ｃ、補強斜材４３ｄ、トラス下弦材４３ｅからなるトラス４３で構成される一般的なスチールハウスの構造の説明図である（非特許文献１参照）。スチールハウスは、図３に示すように、薄板軽量形鋼製の枠材４１に面材またはブレースを取付けてなる耐力壁パネル４２を主架構要素としている。   FIG. 3 is an explanatory diagram of a general steel house structure in which the roof is composed of a truss 43 including a truss upper chord member 43a, a truss bundle member 43b, a reinforcing bundle member 43c, a reinforcing oblique member 43d, and a truss lower chord member 43e. Non-patent document 1). As shown in FIG. 3, the steel house has a load-bearing wall panel 42 in which a face member or a brace is attached to a frame member 41 made of a thin, lightweight steel as a main frame element.

そして、スチールハウスの耐力壁はパネル枠をスチールで構成し、面材又はブレースをビス留めに接合構成しているため、製造が容易な上、寸法精度が高く、強度も高いという特徴がある。その他にも作り置きしておき在庫として保持していても、木製耐力壁のように乾燥により形状が反ったり歪んだりすることがないという優れた点が多い。この優れた特徴を持った耐力壁を木質系の構造体に適用した場合に、木質系構造体の耐震、耐風性能を大幅に改善することが期待される。
しかし、スチールと木材という機械的性質の異なるものをそのまま組合せて使用することには、種々の問題がある。
ＫＣ型スチールハウス工事標準仕様書、スチールハウス協会発行、Ｐ１０５、2004年10月改定 Further, the load-bearing wall of the steel house is characterized in that the panel frame is made of steel and the face material or brace is joined to the screw fastening, so that it is easy to manufacture and has high dimensional accuracy and high strength. In addition, there are many excellent points that the shape does not be warped or distorted by drying like a wooden bearing wall, even if it is made and kept in stock. When this bearing wall with excellent characteristics is applied to a wooden structure, it is expected to greatly improve the earthquake and wind resistance performance of the wooden structure.
However, there are various problems in using a combination of steel and wood having different mechanical properties as they are.
KC type steel house construction standard specification, issued by Steel House Association, P105, revised in October 2004

木質部材は鋼製部材にはない乾燥収縮による寸法変化や、継続荷重によるクリープ現象による寸法変化がある。また、木質部材と鋼製部材では熱膨張率が異なる。
このように機械的性質がまったく異なる木質部材と鋼製部材を、同じ鉛直部材として併用すると、木質部材と鋼製部材の上記の特性の違いから鋼製部材に荷重が集中し、種々の障害が生じ、鋼製部材が破壊に至ることもある。 Wood members have dimensional changes due to drying shrinkage, which are not found in steel members, and dimensional changes due to creep phenomenon due to continuous load. Further, the thermal expansion coefficient differs between the wooden member and the steel member.
When wood members and steel members having completely different mechanical properties are used together as the same vertical member, the load is concentrated on the steel member due to the difference in the above characteristics between the wood member and the steel member, causing various obstacles. This may cause the steel member to break.

例えば、木製の柱、梁からなる架構に薄板軽量形鋼製の枠材からなる耐力壁パネルを設置する場合において、前述のような一般的なスチールハウスにおける取付方法で設置した場合には以下のような問題が生ずる。
木製の柱、梁の乾燥収縮やクリープ現象によって架構高さが低くなり、このため耐力壁パネルに荷重が集中し、種々の障害が生じ、耐力壁パネルが破壊に至ることもある。 For example, when installing a load-bearing wall panel made of a thin, lightweight steel frame on a frame made of wooden pillars and beams, when installed by the general steel house mounting method described above, Such a problem arises.
The height of the frame is lowered due to drying shrinkage and creep phenomenon of wooden columns and beams. For this reason, the load concentrates on the load-bearing wall panel, causing various obstacles, and the load-bearing wall panel may be destroyed.

本発明はかかる課題を解決するためになされたものであり、薄板軽量形鋼製の耐力壁パネルを機械的性質の異なる木製の柱、梁を備えてなる架構に設置する場合においても、耐力壁パネルに荷重が集中して破壊されることのない耐力壁パネルの取付方法を提供することを目的としている。
また、そのような取付方法ができる耐力壁パネル、および当該耐力壁パネルが取付けられている建築構造物を提供することを目的としている。 The present invention has been made to solve such a problem, and even when a load-bearing wall panel made of thin lightweight steel is installed on a frame comprising wooden columns and beams having different mechanical properties, the load-bearing wall is provided. An object of the present invention is to provide a mounting method for a load-bearing wall panel in which loads are not concentrated on the panel and destroyed.
It is another object of the present invention to provide a load-bearing wall panel capable of such an attachment method and a building structure to which the load-bearing wall panel is attached.

（１）本発明に係る耐力壁パネルの取付方法は、薄板軽量形鋼製の枠材に面材またはブレースを取付けてなる耐力壁パネルを木製の柱、梁を備えてなる架構に設置する耐力壁パネルの取付方法であって、前記耐力壁パネルを、鉛直力を吸収する取付部材を介して取り付け、前記取付部材は、耐力壁パネルの幅方向に延びる溝形の部材であって、そのフランジの両側が内方または外方に屈曲する屈曲部を有する部材であることを特徴とするものである。 (1) The load-bearing wall panel mounting method according to the present invention includes a load-bearing wall panel in which a face member or a brace is attached to a frame material made of a thin, lightweight steel, and is installed on a frame having wooden columns and beams. A mounting method of a wall panel, wherein the load-bearing wall panel is mounted via a mounting member that absorbs a vertical force, and the mounting member is a groove-shaped member extending in the width direction of the load-bearing wall panel, and its flange It is a member having a bent portion that bends inward or outward on both sides .

（２）また、上記（１）に記載の取付部材は、耐力壁パネルの枠材を構成する上側横枠材であることを特徴とするものである。 (2) Moreover, the attachment member as described in said (1) is an upper side frame material which comprises the frame material of a load-bearing wall panel, It is characterized by the above-mentioned.

（３）また、本発明に係る耐力壁パネルは、薄板軽量形鋼製の枠材に面材またはブレースを取付けてなる耐力壁パネルであって、枠を構成する上側横枠材が鉛直力を吸収できる鉛直力吸収機能を備えており、該上側横枠材は、両側壁が内方または外方に屈曲する屈曲部を有する溝形の部材であることを特徴とするものである。
 (3) Further , the load-bearing wall panel according to the present invention is a load-bearing wall panel in which a face material or a brace is attached to a thin lightweight steel frame material, and the upper side frame material constituting the frame exerts a vertical force. It has a vertical force absorbing function capable of absorbing, and the upper lateral frame member is a groove-shaped member having bent portions whose both side walls bend inward or outward .

（４）また、本発明に係る建築構造物は、上記（３）に記載の耐力壁パネルを設置してなることを特徴とするものである。
 (4) Moreover, the building structure which concerns on this invention installs the load-bearing wall panel as described in said (3) , It is characterized by the above-mentioned.

本発明においては、薄板軽量形鋼製の枠材に面材またはブレースを取付けてなる耐力壁パネルを、木製の柱、梁を備えてなる架構に鉛直力を吸収する取付部材を介して取り付けるようにしたので、乾燥収縮やクリープ現象によって架構高さが低くなっても、取付部材が鉛直力を吸収するので、耐力壁パネルが破壊されることがない。   In the present invention, the load-bearing wall panel in which the face material or the brace is attached to the frame member made of the thin lightweight steel is attached to the frame including the wooden column and the beam via the attachment member that absorbs the vertical force. Therefore, even if the frame height is lowered due to drying shrinkage or creep phenomenon, the mounting member absorbs the vertical force, so that the load bearing wall panel is not destroyed.

図１は本発明の一実施の形態に係る建築構造物の架構（１階部分および２階部分の一部）を示したものである。
本実施の形態の建築構造物は、木製の土台１、柱３および梁５からなる架構に、薄板軽量形鋼製の枠材に面材１５を取付けてなる耐力壁パネル７を設置して構成される。なお、薄板軽量形鋼とは、厚さ2.3mm未満の鋼板からなる部材をいう。
以下、各構成要素をさらに詳細に説明する。 FIG. 1 shows a frame (a part of the first floor part and a part of the second floor part) of a building structure according to an embodiment of the present invention.
The building structure of the present embodiment is configured by installing a load-bearing wall panel 7 formed by attaching a face material 15 to a frame material made of a thin, lightweight steel on a frame composed of a wooden base 1, a column 3, and a beam 5. Is done. Note that the thin lightweight steel refers to a member made of a steel plate having a thickness of less than 2.3 mm.
Hereinafter, each component will be described in more detail.

＜架構＞
本実施の形態における建築構造物（例えば家屋）の架構は、木製の土台１、木製の柱３、木製の梁５という木製の軸組みからなる。なお、木製の土台１は、図１に示されるように、コンクリートの基礎９の上に設置されている。 <Frame>
The frame of a building structure (for example, a house) in the present embodiment is made up of a wooden frame such as a wooden base 1, a wooden column 3, and a wooden beam 5. The wooden base 1 is installed on a concrete foundation 9 as shown in FIG.

＜耐力壁パネル＞
耐力壁パネル７は縦枠材１１ａ、１１ｂと横枠材１３ａ、１３ｂからなる枠材に合板の面材１５を取付けて構成される。なお、本例の耐力壁パネル７は枠中央に間柱１７が設置され、また高さ方向の中ほどよりも少し上側の位置に横材１９が設置されている。
左右の縦枠材１１ａ、１１ｂおよび下側の横枠材１３ｂは薄板軽量形鋼製のリップ溝形鋼からなる。また、上側の横枠材１３ａも、薄板軽量形鋼製の溝形の部材から構成されるが、鉛直力を吸収する機能が付加されている。この鉛直力吸収機能について以下詳細に説明する。 <Load bearing wall panel>
The load-bearing wall panel 7 is configured by attaching a plywood face member 15 to a frame member composed of vertical frame members 11a and 11b and horizontal frame members 13a and 13b. In addition, the load-bearing wall panel 7 of this example has a spacer 17 at the center of the frame, and a cross member 19 at a position slightly above the middle in the height direction.
The left and right vertical frame members 11a and 11b and the lower horizontal frame member 13b are made of lip groove steel made of thin lightweight steel. Further, the upper horizontal frame member 13a is also composed of a groove-shaped member made of a thin lightweight steel, but has a function of absorbing a vertical force. This vertical force absorbing function will be described in detail below.

図２は耐力壁パネル７の上端部を耐力壁パネル７のパネル面に直交する断面図で示したものである。図２においては、縦枠材１１ａ、１１ｂを破線で示している。
図１、図２に示されるように、上側の横枠材１３ａは、両側のフランジの一部に折れ曲がり加工が施され内方に屈曲する屈曲部２１を有する形状になっている。そして、両側のフランジにおける屈曲部以外の部分は真直ぐになっている。この真直ぐなフランジの部分が縦枠材１１ａ、１１ｂにビス止めされている。 FIG. 2 is a sectional view of the upper end portion of the load bearing wall panel 7 orthogonal to the panel surface of the load bearing wall panel 7. In FIG. 2, the vertical frame members 11a and 11b are indicated by broken lines.
As shown in FIGS. 1 and 2, the upper horizontal frame member 13 a has a shape having a bent portion 21 that is bent at a part of the flanges on both sides and bent inward. And parts other than the bending part in the flange on both sides are straight. This straight flange portion is screwed to the vertical frame members 11a and 11b.

枠材の一方の面に合板からなる面材１５が取付けられているが、面材１５の上端辺は、図２に示すように、上側横枠材１３ａの上端面よりも低い位置になるように設定されている。このように設定することで、上側横枠材１３ａが縮んだときに面材１５と梁５とが干渉しないようになっている。このような構成にすることによって横枠材が一定の範囲で自由に伸縮でき、耐力壁パネル７に作用する鉛直力を吸収できる。   A face material 15 made of plywood is attached to one surface of the frame material, and the upper end side of the face material 15 is positioned lower than the upper end surface of the upper horizontal frame material 13a as shown in FIG. Is set to By setting in this way, the face material 15 and the beam 5 do not interfere with each other when the upper horizontal frame member 13a contracts. With such a configuration, the horizontal frame member can freely expand and contract within a certain range, and the vertical force acting on the load bearing wall panel 7 can be absorbed.

上記のように構成された耐力壁パネル７は、上側横枠材１３ａを釘又はビスによって梁５に接合される。また上部に耐力壁がある場合には、上部耐力壁とのつなぎにはボルト２３によって相互に接合する。下側横枠材１３ｂは同様に釘又はビスにて土台１に接合される。これにより水平力と面外からの力に対抗する。更に耐力壁パネルへの引き抜き力に対応するために縦枠にホールダウン金物が配設され、土台１に接合される。   In the load-bearing wall panel 7 configured as described above, the upper lateral frame member 13a is joined to the beam 5 by nails or screws. When there is a load bearing wall at the top, the bolt 23 is joined to the upper load bearing wall. Similarly, the lower lateral frame member 13b is joined to the base 1 with nails or screws. This counteracts horizontal and out-of-plane forces. Furthermore, in order to cope with the pulling force to the load-bearing wall panel, a hole-down hardware is disposed on the vertical frame and joined to the base 1.

このようにして、架構に耐力壁パネル７が設置された建築構造物においては、木製の柱３や梁５が乾燥収縮やクリープ現象によって架構の高さに変化が生じたとしても、上側横枠材１３ａの屈曲部が曲げ変形することによって架構の上下高さの変化を吸収する。したがって、耐力壁パネル７には架構の上下高さの変化に起因する余分な鉛直荷重が作用しない。よって、耐力壁パネル７が架構の上下高さの変化によって破壊されることがない。   Thus, in the building structure in which the load-bearing wall panel 7 is installed on the frame, even if the wooden column 3 and the beam 5 are changed in the height of the frame due to drying shrinkage or creep phenomenon, the upper horizontal frame The bending portion of the material 13a is bent and deformed to absorb the change in the vertical height of the frame. Therefore, an extra vertical load due to a change in the vertical height of the frame does not act on the bearing wall panel 7. Therefore, the load-bearing wall panel 7 is not destroyed by the change in the vertical height of the frame.

なお、上側横枠材１３ａと梁５とは釘又はビスで接合されており、梁５と耐力壁パネル７の間において、水平力は伝達される構造であり、かつパネル端部にはホールダウン金物が設置されているので耐力壁パネル７は構造部材として機能する。つまり、本実施形態では圧縮力と引張り力を分離し、圧縮力は木質部材で負担し、引張り力は鋼製部材で負担する構造であると言える。   The upper horizontal frame member 13a and the beam 5 are joined with nails or screws, and a horizontal force is transmitted between the beam 5 and the load-bearing wall panel 7, and a hole down is provided at the end of the panel. Since the hardware is installed, the load-bearing wall panel 7 functions as a structural member. That is, in this embodiment, it can be said that the compression force and the tensile force are separated, the compression force is borne by the wooden member, and the tensile force is borne by the steel member.

以上のように、本実施の形態の建築構造物においては、薄板軽量形鋼からなる枠材に面材１５を取付けてなる耐力壁パネル７を、鉛直力を吸収する機能を有する上側横枠材１３ａを介して木製の柱・梁からなる架構に取付けたことにより、木製の柱・梁が伸縮してもそれによって耐力壁パネル７に過大な荷重が作用することがなく、耐力壁パネル７の破壊が防止される。
また、本実施の形態の耐力壁パネル７においては、上側横枠材１３ａに鉛直力吸収機能を持たせたので、鉛直力の吸収のための別部材を必要とせず、構成が単純であり、また設置も容易である。 As described above, in the building structure of the present embodiment, the load-bearing wall panel 7 in which the face material 15 is attached to the frame material made of the thin and light steel plate has the function of absorbing the vertical force. By attaching to the frame made of wooden columns and beams via 13a, even if the wooden columns and beams expand and contract, an excessive load will not be applied to the load bearing wall panel 7, thereby Destruction is prevented.
Further, in the load bearing wall panel 7 of the present embodiment, the upper side frame member 13a has a vertical force absorbing function, so that a separate member for absorbing the vertical force is not required, and the configuration is simple. Installation is also easy.

なお、上記の例では、上側横枠材１３ａを側壁が内方に屈曲する溝形鋼で構成した例を示したが、上側横枠材１３ａの形状はこれに限られるものではなく、例えば、側壁が外方に屈曲する溝形鋼で構成してもよい。もっとも、この場合には、面材１５との干渉を避けるために、面材１５の上辺位置を屈曲部２１よりも下になるようにするのが好ましい。   In the above example, the upper side frame member 13a is formed of grooved steel whose side walls bend inward, but the shape of the upper side frame member 13a is not limited to this, for example, You may comprise the grooved steel which a side wall bends outward. However, in this case, in order to avoid interference with the face material 15, it is preferable that the position of the upper side of the face material 15 be lower than the bent portion 21.

また、上記の説明では、建築構造物の１階部分に設置する耐力壁パネル７の取付方法について説明したが、２階あるいはそれ以上の階についても同様であることはいうまでもない。
また、上記の例では、木製の軸組みからなる架構に耐力壁パネル７を設置した例を示したが、本実施の形態に係る耐力壁パネル７をスチールハウスにおける内部耐力壁として用いることもできる。この場合には、内部耐力壁に鉛直力が作用しないことから、設計の単純化を図れるという効果が得られる。 In the above description, the method of attaching the load bearing wall panel 7 installed on the first floor portion of the building structure has been described. Needless to say, the same applies to the second floor or higher floors.
Moreover, although the example which installed the load-bearing wall panel 7 in the frame which consists of a wooden frame was shown in said example, the load-bearing wall panel 7 which concerns on this Embodiment can also be used as an internal load-bearing wall in a steel house. . In this case, since the vertical force does not act on the internal bearing wall, an effect of simplifying the design can be obtained.

また、上記の実施の形態においては上側の横枠材１３ａに伸縮機能を付加した例であるが、上側の横枠材１３ａを下側の横枠材１３ｂと同様な溝形鋼から形成し、上側横枠材１３ａと梁５を伸縮機能を有する取付部材を介して接合するようにしてもよい。この場合に使用する取付部材は、例えば溝形の両側壁を外方に屈曲させたもの、溝形の部材ではなく、例えば軸方向に直交方向の断面がＺ形に形成したもの等種々の形状のものが適用できる。   Further, in the above embodiment, the expansion function is added to the upper horizontal frame member 13a, but the upper horizontal frame member 13a is formed from the same grooved steel as the lower horizontal frame member 13b, You may make it join the upper side frame material 13a and the beam 5 via the attachment member which has an expansion-contraction function. The mounting member used in this case has various shapes such as a groove-shaped side wall bent outward, a groove-shaped member, for example, a cross-section perpendicular to the axial direction formed into a Z-shape, etc. Can be applied.

また、上記の耐力壁パネル７は枠材に面材１５を取り付けた例であるが、面材１５に変えて筋交いを設置してもよい。   Moreover, although the above-mentioned load-bearing wall panel 7 is an example in which the face material 15 is attached to the frame material, the bracing may be installed instead of the face material 15.

本発明の一実施の形態に係る建築構造物の架構（１階部分および２階部分の一部）を示したものである。1 shows a frame (a part of the first floor part and a part of the second floor part) of a building structure according to an embodiment of the present invention. 本発明の一実施の形態に係る上側横枠材１３ａの説明図である。It is explanatory drawing of the upper side frame material 13a which concerns on one embodiment of this invention. 従来の一般的なスチールハウスの説明図である。It is explanatory drawing of the conventional common steel house.

符号の説明Explanation of symbols

１ 土台、３ 柱、５ 梁、７ 耐力壁パネル、１１ａ、１１ｂ 縦枠材、１３ａ、１３ｂ 横枠材、１５ 面材、２１ 屈曲部。   DESCRIPTION OF SYMBOLS 1 Base, 3 pillars, 5 beams, 7 Load-bearing wall panel, 11a, 11b Vertical frame material, 13a, 13b Horizontal frame material, 15 Face material, 21 Bending part.

Claims (4)

薄板軽量形鋼製の枠材に面材またはブレースを取付けてなる耐力壁パネルを木製の柱、梁を備えてなる架構に設置する耐力壁パネルの取付方法であって、
前記耐力壁パネルを、鉛直力を吸収する取付部材を介して取り付け、
前記取付部材は、耐力壁パネルの幅方向に延びる溝形の部材であって、そのフランジの両側が内方または外方に屈曲する屈曲部を有する部材であることを特徴とする耐力壁パネルの取付方法。 A method of attaching a load-bearing wall panel in which a load-bearing wall panel formed by attaching a face material or a brace to a frame material made of thin lightweight steel is installed on a frame provided with wooden columns and beams,
The load-bearing wall panel is attached via an attachment member that absorbs vertical force ,
The mounting member is a groove-shaped member extending in the width direction of the load-bearing wall panel, and is a member having bent portions that bend inward or outward on both sides of the flange . Mounting method. 取付部材は、耐力壁パネルの枠材を構成する上側横枠材であることを特徴とする請求項１記載の耐力壁パネルの取付方法。 The mounting method for a load bearing wall panel according to claim 1, wherein the mounting member is an upper lateral frame member that constitutes a frame member of the load bearing wall panel. 薄板軽量形鋼製の枠材に面材またはブレースを取付けてなる耐力壁パネルであって、枠を構成する上側横枠材が鉛直力を吸収できる鉛直力吸収機能を備えており、該上側横枠材は、両側壁が内方または外方に屈曲する屈曲部を有する溝形の部材であることを特徴とする耐力壁パネル。It is a load-bearing wall panel in which a face material or brace is attached to a thin lightweight steel frame material, and the upper horizontal frame material constituting the frame has a vertical force absorbing function capable of absorbing vertical force. 2. The load bearing wall panel according to claim 1, wherein the frame member is a groove-shaped member having a bent portion with both side walls bent inward or outward. 請求項３に記載の耐力壁パネルを設置してなることを特徴とする建築構造物。A building structure comprising the load-bearing wall panel according to claim 3.
JP2006085073A 2006-03-27 2006-03-27 Load-bearing wall panel mounting method, load-bearing wall panel, building structure Expired - Fee Related JP4650317B2 (en)

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JPH10273941A (en) * 1997-03-31 1998-10-13 Natl House Ind Co Ltd Support structure for bearing wall
JP2005320748A (en) * 2004-05-07 2005-11-17 Nippon Steel Corp Bearing wall panel for building

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10273941A (en) * 1997-03-31 1998-10-13 Natl House Ind Co Ltd Support structure for bearing wall
JP2005320748A (en) * 2004-05-07 2005-11-17 Nippon Steel Corp Bearing wall panel for building

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