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JP4563439B2 - Building material holding member, roof structure and wall structure using the same - Google Patents
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JP4563439B2 - Building material holding member, roof structure and wall structure using the same - Google Patents

Building material holding member, roof structure and wall structure using the same Download PDF

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JP4563439B2
JP4563439B2 JP2007289846A JP2007289846A JP4563439B2 JP 4563439 B2 JP4563439 B2 JP 4563439B2 JP 2007289846 A JP2007289846 A JP 2007289846A JP 2007289846 A JP2007289846 A JP 2007289846A JP 4563439 B2 JP4563439 B2 JP 4563439B2
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holding member
building material
roof
thickness direction
base material
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JP2009114758A (en
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康弘 清水
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コンフォートテック株式会社
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Description

本発明は、骨組として用いられる溝型鋼に装着されて平板形状の建材を保持する建材保持部材と、これを使用した屋根構造及び壁構造に関する。   The present invention relates to a building material holding member that is mounted on a grooved steel used as a frame and holds a flat plate-shaped building material, and a roof structure and a wall structure using the same.

鉄骨造の屋根構造として、勾配を付けて配置したH型鋼等の垂木の上に、溝型鋼(C型鋼:リップ溝型鋼)からなる複数の屋根母屋を軒棟方向に平行に固定し、これら屋根母屋の上部に屋根下地材を敷設して取付ける構造が知られている(例えば、特許文献1)。
また、鉄骨造りの壁構造として、H鋼からなる間柱に直交するように溝型鋼からなる複数の胴縁を上下方向に平行に固定し、これら胴縁に壁下地材を取り付けた壁構造が知られている(例えば、特許文献2)。
特開平06−235246号公報(図1、図5) 特開2006−152667号公報
As a steel-framed roof structure, a plurality of roof purlins made of groove steel (C-type steel: lip groove steel) are fixed in parallel to the eaves on top of rafters such as H-shaped steel arranged with a gradient, and these roofs A structure in which a roof base material is laid and attached to the upper part of a main building is known (for example, Patent Document 1).
Also known as a steel-framed wall structure is a structure in which a plurality of trunk edges made of channel steel are fixed in parallel in the vertical direction so as to be orthogonal to the studs made of H steel, and a wall base material is attached to these trunk edges. (For example, Patent Document 2).
Japanese Patent Laid-Open No. 06-235246 (FIGS. 1 and 5) JP 2006-152667 A

ところで、特許文献1の構造は、ビスを使用して屋根母屋に屋根下地材が取付けられているが、例えば強風時に出入口の開閉の際、室内に入り込んだ風の風圧により屋根下地材に吹き上げ荷重が作用する場合には、多数のビスを使用して屋根下地材を屋根母屋に確実に取付けなければならず、屋根下地材の取付け作業に多くの時間と労力が必要となる。
また、特許文献2の壁構造も、壁下地材が胴縁にビスを打ち込むことで取付けられているが、室内に入り込んだ強風により壁下地材が風圧により押される場合には、多数のビスを使用しなければならず、壁下地材の取付け作業に多くの時間と労力が必要となる。
By the way, in the structure of Patent Document 1, the roof base material is attached to the roof purlin using screws. For example, when the doorway is opened and closed in a strong wind, the load is blown up on the roof base material by the wind pressure of the wind entering the room. When this works, the roof base material must be securely attached to the roof purlin using a large number of screws, and a lot of time and labor are required for the work of attaching the roof base material.
The wall structure of Patent Document 2 is also attached by driving a screw into the edge of the wall base material. When the wall base material is pushed by wind pressure due to strong winds entering the room, a number of screws are used. It must be used and requires a lot of time and labor to install the wall base material.

本発明は、上記事情に鑑みてなされたものであり、屋根構造、壁構造に使用することで、室内で発生する風圧にも十分に耐えて建材を保持することができ、建材の取付けも簡単に行なうことができる建材保持部材、これを使用した屋根構造及び壁構造を提供することを目的とする。   The present invention has been made in view of the above circumstances, and can be used for a roof structure and a wall structure, can sufficiently withstand wind pressure generated indoors and can hold the building material, and can be easily installed. It is an object of the present invention to provide a building material holding member that can be used for the above, a roof structure and a wall structure using the same.

上記課題を解決するため、本発明に係る請求項1の建材保持部材は、互いに平行に配置した複数の溝型鋼にそれぞれ装着され、前記複数の溝型鋼の間に配置した平板形状の建材を保持する建材保持部材であって、前記溝型鋼の一方のフランジ部を覆いながらウェブ部の外周に沿って装着した第1保持部材と、前記溝型鋼の他方のフランジ部を覆いながら前記ウェブ部の外周に沿って延在し、前記第1保持部材の前記ウェブ部の外周に沿う部分の内側に重なり合いながら一体に係合した第2保持部材とを有し、前記第1及び第2保持部材の少なくとも一方は、前記溝型鋼の開口部に挿入した第1建材の端部側の厚さ方向の面を挟持する第1挟持部と、前記溝型鋼のウェブ部に向けて配置した第2建材の一方の端部を他方の端部に向けて面方向に押圧する押圧部と、前記第2建材の一方の端部側の厚さ方向の面を挟持する第2挟持部と、を備えていることを特徴とする。   In order to solve the above problems, the building material holding member according to claim 1 of the present invention is mounted on each of a plurality of groove steels arranged in parallel to each other, and holds a flat plate-shaped building material arranged between the plurality of groove steels. A first holding member mounted along the outer periphery of the web portion while covering one flange portion of the groove steel, and the outer periphery of the web portion while covering the other flange portion of the groove steel And a second holding member that is integrally engaged with the inside of a portion along the outer periphery of the web portion of the first holding member, and at least of the first and second holding members One is a first sandwiching part that sandwiches the surface in the thickness direction on the end side of the first building material inserted into the opening of the channel steel, and one of the second building material arranged toward the web part of the channel steel In the surface direction with one end facing the other end A pressing portion which presses, characterized in that it comprises a second clamping portion for clamping the one thickness direction surface of the end portion of the second building material.

また、請求項2記載の発明は、請求項1記載の建材保持部材において、前記第1保持部材は、前記ウェブ部の外周に沿う部位の端部に前記第2建材の一方の端部側の厚さ方向の一方の面に当接する第1突出部を形成し、この第1突出部から離間した位置に、前記第2建材の厚さ方向の他方の面に当接する第2突出部を形成しており、これら第1及び第2突出部を前記第2挟持部とした。   The invention according to claim 2 is the building material holding member according to claim 1, wherein the first holding member is located on one end side of the second building material at an end portion along the outer periphery of the web portion. A first protrusion that contacts one surface in the thickness direction is formed, and a second protrusion that contacts the other surface in the thickness direction of the second building material is formed at a position spaced from the first protrusion. These first and second projecting portions are used as the second clamping portion.

また、請求項3記載の発明は、請求項1記載の建材保持部材において、前記第1保持部材は、前記ウェブ部の外周に沿う部位の端部に前記第2建材の一方の端部側の厚さ方向の一方の面に当接する第1突出部を形成し、前記第2保持部材と重なり合う部分にスリットを形成しており、前記第2保持部材は、前記ウェブの外周に沿う部位に、前記スリットを通過して前記第2建材の厚さ方向の他方の面に当接する第2突出部を形成し、これら第1及び第2突出部を前記第2挟持部とした。   In addition, the invention according to claim 3 is the building material holding member according to claim 1, wherein the first holding member is disposed at an end of the portion along the outer periphery of the web portion on one end side of the second building material. A first protrusion that contacts one surface in the thickness direction is formed, a slit is formed in a portion that overlaps the second holding member, and the second holding member is located at a portion along the outer periphery of the web. A second projecting portion that passes through the slit and contacts the other surface in the thickness direction of the second building material is formed, and these first and second projecting portions serve as the second sandwiching portion.

また、請求項4記載の発明は、互いに平行に配置した複数の溝型鋼にそれぞれ装着され、前記複数の溝型鋼の間に配置した平板形状の建材を保持する建材保持部材であって、前記溝型鋼の一方のフランジ部を覆いながらウェブ部の外周に沿って装着した第1保持部材と、前記溝型鋼の他方のフランジ部を覆いながら前記ウェブ部の外周に沿って延在し、前記第1保持部材の前記ウェブ部の外周に沿う部分の内側に重なり合いながら一体に係合した第2保持部材と、前記第1保持部材を覆って装着した第3保持部材とを有し、前記第1及び第2保持部材の少なくとも一方は、前記溝型鋼の開口部に挿入した第1建材の端部側の厚さ方向の面を挟持する第1挟持部と、前記溝型鋼のウェブ部に向けて配置した第2建材の一方の端部を他方の端部に向けて面方向に押圧する押圧部と、前記第2建材の一方の端部側の厚さ方向の一方の面に当接する第1突出部を形成しているとともに、前記第3保持部材は、前記第2建材の一方の端部側の厚さ方向の他方の面に当接する第2突出部を形成しており、前記第1及び第2突出部を、前記第2建材の一方の端部側の厚さ方向を挟持する第2挟持部とした。   The invention according to claim 4 is a building material holding member that is mounted on each of a plurality of channel steels arranged in parallel to each other and holds a flat plate-shaped building material arranged between the plurality of channel steels, wherein the grooves A first holding member mounted along the outer periphery of the web portion while covering one flange portion of the steel mold, and extending along the outer periphery of the web portion while covering the other flange portion of the grooved steel, A second holding member that is integrally engaged with the inside of a portion along the outer periphery of the web portion of the holding member, and a third holding member that is mounted so as to cover the first holding member. At least one of the second holding members is arranged toward the first sandwiching portion that sandwiches the surface in the thickness direction on the end side of the first building material inserted into the opening of the channel steel, and toward the web portion of the channel steel. One end of the second building material While forming a pressing portion that presses in the surface direction and a first protruding portion that contacts one surface in the thickness direction on one end side of the second building material, the third holding member is Forming a second projecting portion in contact with the other surface in the thickness direction on the one end portion side of the second building material, the first projecting portion and the second projecting material as one end portion of the second building material; It was set as the 2nd clamping part which clamps the thickness direction of the side.

また、請求項5記載の発明は、請求項1乃至4のいずれか1項に記載の建材保持部材において、前記第1及び第2保持部材は、前記ウェブ部の外周に沿って互いに重なり合う部位が弾性変形し、一方及び他方の前記フランジ部に向けて移動不可能となるように係合している。
また、請求項6記載の発明は、互いに平行に配置した複数の溝型鋼にそれぞれ装着され、前記複数の溝型鋼の間に配置した平板形状の建材を保持する建材保持部材であって、前記溝型鋼の一方のフランジ部を覆いながらウェブ部の外周に沿って装着した第1保持部材と、前記第1保持部材の一部を覆って装着した第3保持部材とを有し、前記第1保持部材は、前記溝型鋼の開口部に挿入した第1建材の端部側の厚さ方向の面を挟持する第1挟持部と、前記溝型鋼のウェブ部に向けて配置した第2建材の一方の端部を他方の端部に向けて面方向に押圧する押圧部と、前記第2建材の一方の端部側の厚さ方向の一方の面に当接する第1突出部を形成しているとともに、前記第3保持部材は、前記第2建材の一方の端部側の厚さ方向の他方の面に当接する第2突出部を形成しており、前記第1及び第2突出部を、前記第2建材の一方の端部側の厚さ方向を挟持する第2挟持部とした。
The invention according to claim 5 is the building material holding member according to any one of claims 1 to 4, wherein the first and second holding members have portions overlapping each other along an outer periphery of the web portion. It is elastically deformed and engaged so that it cannot move toward the one and the other flange portions.
The invention according to claim 6 is a building material holding member that is mounted on each of a plurality of channel steels arranged in parallel to each other and holds a flat plate-shaped building material arranged between the plurality of channel steels, wherein the grooves A first holding member mounted along the outer periphery of the web portion while covering one flange portion of the steel plate, and a third holding member mounted covering a part of the first holding member, and the first holding member The member is one of a first sandwiching part that sandwiches a surface in the thickness direction on the end side of the first building material inserted into the opening of the grooved steel, and a second building material disposed toward the web part of the grooved steel. A pressing portion that presses the end portion of the second building material in the surface direction and a first protruding portion that contacts one surface in the thickness direction on the one end portion side of the second building material. At the same time, the third holding member contacts the other surface in the thickness direction on one end side of the second building material. It forms a second protrusion which, the first and second protrusions, and a second clamping portion for clamping the thickness direction of the second one end portion side of the building material.

また、請求項7記載の発明は、請求項1乃至6の何れか1項に記載の建材保持部材において、前記第1挟持部が、前記第1建材の端部側の厚さ方向の面を弾性復元力で押圧するようにした。
また、請求項8記載の発明は、請求項1乃至7の何れか1項に記載の建材保持部材において、前記押圧部が、前記第2建材の一方の端部から面方向に弾性復元力で押圧するようにした。
The invention according to claim 7 is the building material holding member according to any one of claims 1 to 6, wherein the first sandwiching portion has a surface in the thickness direction on the end side of the first building material. It was made to press with elastic restoring force.
The invention according to claim 8 is the building material holding member according to any one of claims 1 to 7, wherein the pressing portion is elastically restored in a plane direction from one end of the second building material. I tried to press.

また、請求項9記載の発明は、請求項1乃至8の何れか1項に記載の建材保持部材において、前記第2挟持部が、前記第2建材の一方の端部側の厚さ方向の面を弾性復元力で押圧するようにした。
また、請求項10記載の発明は、請求項1から9の何れか1項の建材保持部材を使用した屋根構造であって、勾配を付けて互いに平行に配置した複数の垂木と、複数の垂木の上部、或いは下部に、軒棟方向に平行に離間しながら桁行方向に延在するように配置した複数の屋根母屋とを備え、前記複数の垂木と前記複数の屋根母屋の一方を前記溝型鋼とし、これら溝型鋼に前記建材保持部材を装着し、隣接する一対の溝型鋼の間に配置した屋根下地材の両端部を前記建材保持部材で保持するようにした。
The invention according to claim 9 is the building material holding member according to any one of claims 1 to 8, wherein the second sandwiching portion is in a thickness direction on one end side of the second building material. The surface was pressed with elastic restoring force.
The invention according to claim 10 is a roof structure using the building material holding member according to any one of claims 1 to 9, wherein a plurality of rafters and a plurality of rafters arranged parallel to each other with a gradient are provided. A plurality of roof purlins arranged at the upper part or the lower part of the roof purlin so as to extend parallel to the eaves ridge direction while extending in the row direction, and one of the plurality of rafters and the plurality of roof purlins is the groove steel The above-mentioned building material holding member is mounted on these groove steels, and both ends of the roof base material disposed between the adjacent pair of groove steels are held by the building material holding members.

さらに、請求項11記載の発明は、請求項1から9の何れか1項の建材保持部材を使用した壁構造であって、上下方向に延在しながら互いに水平方向に平行に配置されている複数の間柱と、互いに上下方向に離間しながら前記複数の間柱に固定されている複数の胴縁とを備え、前記複数の間柱と前記複数の胴縁の一方を前記溝型鋼とし、これら溝型鋼に前記建材保持部材を装着し、隣接する一対の溝型鋼の間に配置した壁下地材の両端部を前記建材保持部材で保持するようにした。   Furthermore, the invention described in claim 11 is a wall structure using the building material holding member according to any one of claims 1 to 9, and is arranged in parallel to each other while extending in the vertical direction. A plurality of studs, and a plurality of trunk edges fixed to the plurality of studs while being spaced apart from each other in the vertical direction, one of the plurality of studs and the plurality of trunk edges being the groove steel, and these groove steels The building material holding member is mounted on the wall, and both end portions of the wall base material disposed between a pair of adjacent groove steels are held by the building material holding member.

本発明に係る建材保持部材によると、複数の溝型鋼にそれぞれ装着した建材保持部材は、隣接する溝型鋼の間に配置した建材を確実に保持することができる。
また、本発明に係る屋根構造によると、屋根下地材を簡単、且つ確実に保持し、例えば強風時に出入口を開閉した際に、室内に入り込んだ風の風圧により屋根下地材に吹き上げ荷重が作用しても、確実に屋根下地材の吹き上げを防止することができる。
According to the building material holding member according to the present invention, the building material holding members respectively attached to the plurality of channel steels can reliably hold the building material arranged between adjacent channel steels.
Further, according to the roof structure according to the present invention, the roof base material is easily and reliably held. For example, when the doorway is opened and closed in a strong wind, a wind-up load acts on the roof base material due to the wind pressure of the wind entering the room. However, it is possible to reliably prevent the roof base material from being blown up.

さらに、本発明に係る壁構造によると、例えば強風時に出入口を開閉した際に、室内に入り込んだ強風により壁下地材に風圧が作用しても、確実に壁下地材の剥がれを防止することができる。   Furthermore, according to the wall structure according to the present invention, for example, when the doorway is opened and closed in a strong wind, even if the wind pressure acts on the wall base material due to the strong wind entering the room, the wall base material can be reliably prevented from peeling off. it can.

以下、この発明に係る建材保持部材を使用した屋根構造及び壁構造について図面を参照しながら説明する。
(第1実施形態:屋根構造)
先ず、本発明に係る第1実施形態の屋根構造について図1及び図2を参照して説明する。
Hereinafter, a roof structure and a wall structure using the building material holding member according to the present invention will be described with reference to the drawings.
(First embodiment: roof structure)
First, the roof structure of 1st Embodiment which concerns on this invention is demonstrated with reference to FIG.1 and FIG.2.

図1は、鉄骨造の屋根構造の一部を斜視図で示したものである。図2は、図1のII−II線矢視図である。
図1において、符号2は、勾配を付けて配置したH型鋼からなる垂木である。
この垂木2の上部に、C型鋼(リップ溝型鋼)からなる複数の屋根母屋4,5が固定されている。屋根母屋4,5は、図示しないが、垂木2上に固定したアングル等の連結部材に連結ボルトを介して軒棟方向に平行となるように固定されており、各屋根母屋4,5の開口部4a,5aは軒棟上方を向いている。
FIG. 1 is a perspective view showing a part of a steel structure roof structure. 2 is a view taken along the line II-II in FIG.
In FIG. 1, the code | symbol 2 is a rafter which consists of H-shaped steel arrange | positioned with the gradient.
A plurality of roof purlins 4 and 5 made of C-type steel (lip groove type steel) are fixed to the upper part of the rafter 2. Although not shown, the roof purlins 4 and 5 are fixed to a connecting member such as an angle fixed on the rafter 2 so as to be parallel to the eaves ridge direction via connecting bolts. The parts 4a and 5a face upward from the eaves.

屋根母屋4,5には、それぞれ建材保持部材8A,8Bが装着されており、これら建材保持部材8A,8Bに保持されて屋根母屋4,5の間の領域を覆うように勾配を付けて複数の屋根下地材10が配置されている。
すなわち、屋根下地材10の軒棟下方側の端部が、屋根母屋4の開口部4aから母屋内部空間4eに挿入され、屋根下地材10の軒棟上方側の端部が、屋根母屋5のウェブ部5dに当接しながら、軒棟上方側の屋根母屋5に装着した建材保持部材8Bと、軒棟下方側の屋根母屋4に装着した建材保持部材8Aとで保持されている。なお、屋根母屋5に対して軒棟上方側に配置されている屋根下地材10は、屋根母屋5に装着した建材保持部材8Bと、屋根母屋5より軒棟上方側に位置する屋根母屋に装着した建材保持部材(図示せず)とで保持されている。また、屋根母屋4に対して軒棟下方側に配置されている屋根下地材10は、屋根母屋4に装着した建材保持部材8Aと、屋根母屋4より軒棟下方側に位置する屋根母屋に装着した建材保持部材(図示せず)とで保持されている。
Building materials holding members 8A and 8B are mounted on the roof purlins 4 and 5, respectively. A plurality of building materials holding members 8A and 8B are provided so as to cover the area between the roof purlins 4 and 5 by being held by these building material holding members 8A and 8B. The roof base material 10 is arranged.
That is, the end of the roof base material 10 on the lower side of the eaves ridge is inserted into the main indoor space 4 e from the opening 4 a of the roof main building 4, and the end of the roof base material 10 on the upper side of the eaves of the roof base 5 is While being in contact with the web portion 5d, the building material holding member 8B mounted on the roof purlin 5 on the upper side of the eave building and the building material holding member 8A mounted on the roof purlin 4 on the lower side of the eave building are held. The roof base material 10 arranged on the upper side of the eave building with respect to the roof main building 5 is attached to the building material holding member 8B attached to the roof main building 5 and the roof main building located on the upper side of the eave building from the roof main building 5. Is held by a building material holding member (not shown). The roof base material 10 disposed on the lower side of the eave building with respect to the roof main building 4 is attached to the building material holding member 8A attached to the roof main building 4 and the roof main building located on the lower side of the eave building from the roof main building 4. Is held by a building material holding member (not shown).

そして、屋根母屋4,5上には、屋根下地材10を外側から覆うように野地材12が固定されているとともに、野地材12を外側から覆う屋根仕上げ材14が敷設されている。野地材12は、木毛や木片などの木質原料及びセメントペーストを混ぜ合わせた混合体を板状に圧縮成形してなる木質系セメント板などの遮音性に優れた建材である。
次に、屋根母屋4,5に装着した建材保持部材8A,8Bの構造について、図2及び図3を参照して説明する。なお、建材保持部材8A,8Bは同一形状なので、建材保持部材8Aについて詳細に説明する。
On the roof purlins 4 and 5, a field material 12 is fixed so as to cover the roof base material 10 from the outside, and a roof finishing material 14 that covers the field material 12 from the outside is laid. The field material 12 is a building material excellent in sound insulation, such as a wood-based cement board formed by compression-molding a mixture obtained by mixing a wood raw material such as wood wool and wood pieces and cement paste into a plate shape.
Next, the structure of the building material holding members 8A and 8B attached to the roof purlins 4 and 5 will be described with reference to FIGS. Since the building material holding members 8A and 8B have the same shape, the building material holding member 8A will be described in detail.

建材保持部材8Aは、図2に示すように、屋根母屋4の上部に配置された第1保持部材6と、この第1保持部材6に一部が重なり合いながら屋根母屋4の下部に配置された第2保持部材7とで構成されている。
第1保持部材6は、金属板を折曲して形成した部材であり、屋根母屋(リップ溝型鋼)4の上部の第1フランジ部4b及び第1リップ部4cの外側を覆う第1カバー部6aと、この第1カバー部6aの第1リップ部4c側から母屋内部空間4eに向けて略45°の角度を付けて折曲されている弾性保持片6bと、第1カバー部6aの第1フランジ部4b側からウェブ部4dの外周に沿う方向に延在しつつ、ウェブ部4dから離間する方向に膨出している係合膨出部6cと、この係合膨出部6cより下部位置で同一方向に膨出している押圧膨出部6dと、この押圧膨出部6dより下部位置でウェブ部4dに対して離間する方向に略直交に延在している受け部6eとで構成されている。
As shown in FIG. 2, the building material holding member 8 </ b> A is disposed at the lower portion of the roof purlin 4 while partially overlapping the first holding member 6 disposed at the upper portion of the roof purlin 4. The second holding member 7 is used.
The first holding member 6 is a member formed by bending a metal plate, and a first cover portion that covers the outer side of the first flange portion 4b and the first lip portion 4c at the top of the roof purlin (lip groove steel) 4. 6a, an elastic holding piece 6b bent at an angle of approximately 45 ° from the first lip portion 4c side of the first cover portion 6a toward the main indoor space 4e, and the first cover portion 6a An engagement bulging portion 6c that extends from the one flange portion 4b side in a direction along the outer periphery of the web portion 4d and bulges away from the web portion 4d, and a position below the engagement bulging portion 6c. And a pressing bulging portion 6d that bulges in the same direction, and a receiving portion 6e that extends substantially perpendicularly to the web portion 4d at a lower position than the pressing bulging portion 6d. ing.

また、第2保持部材7も金属板を折曲して形成した部材であり、屋根母屋4の下部の第2フランジ部4f及び第2リップ部4gの外側を覆う第2カバー部7aと、この第2カバー部7aの第2リップ部4g側から第2リップ部4gの先端部を囲むように折曲されている第1係合部7bと、第2カバー部7aの第2フランジ部4f側からウェブ部4dの外周に沿って延在するウェブ当接部7cと、ウェブ当接部7cの先端でウェブ部4dから離間する方向に鋭角形状となるように折曲されており、前述した第1保持部材6の係合膨出部6cの膨出空間に位置する第2係合部7dとで構成されている。   The second holding member 7 is also a member formed by bending a metal plate, and a second cover portion 7a that covers the outside of the second flange portion 4f and the second lip portion 4g at the lower part of the roof purlin 4 and this The first engaging portion 7b bent so as to surround the tip end portion of the second lip portion 4g from the second lip portion 4g side of the second cover portion 7a, and the second flange portion 4f side of the second cover portion 7a The web contact portion 7c extending along the outer periphery of the web portion 4d, and the tip of the web contact portion 7c is bent so as to form an acute angle in the direction away from the web portion 4d. The first holding member 6 includes a second engaging portion 7d located in the bulging space of the engaging bulging portion 6c.

そして、第1保持部材6の弾性保持片6bが第1リップ部4cの先端部に係合し、第2保持部材7の第1係合部7bが第2リップ部4gに係止し、第2保持部材7の第2係合部7dが第1保持部材の係合膨出部6cによりウェブ部4d側に押圧されることで、第1及び第2保持部材6,7は、互いに上下方向の移動が不可能となるように屋根母屋4の外周に一体的に係合されている。   Then, the elastic holding piece 6b of the first holding member 6 is engaged with the distal end portion of the first lip portion 4c, the first engaging portion 7b of the second holding member 7 is engaged with the second lip portion 4g, 2 When the second engaging portion 7d of the holding member 7 is pressed toward the web portion 4d by the engaging bulging portion 6c of the first holding member, the first and second holding members 6 and 7 are vertically moved from each other. Is integrally engaged with the outer periphery of the roof purlin 4 so as to be impossible.

図3は、屋根母屋4に装着した上記構成の建材保持部材8Aが、軒棟上方側に配置した屋根下地材10と、軒棟下方側に配置した屋根下地材10を保持する状態を示したものである。
軒棟上方側の屋根下地材10の端部を屋根母屋4の母屋内部空間4eに挿入し、その端面をウェブ部4dの内壁に当接すると、その端部の下面を屋根母屋4の第2リップ部4gが受け、屋根下地材10の端部の挿入によって上方に変形した弾性保持片6bが下方に向けて押圧する弾性復元力F1を作用するので、軒棟上方側に配置した屋根下地材10の端部が保持される。
FIG. 3 shows a state in which the building material holding member 8A having the above-described configuration attached to the roof purlin 4 holds the roof base material 10 arranged on the upper side of the eave building and the roof base material 10 arranged on the lower side of the eave building. Is.
When the end portion of the roof base material 10 on the upper side of the eaves ridge is inserted into the main indoor space 4e of the roof purlin 4 and the end surface abuts against the inner wall of the web portion 4d, the lower surface of the end portion becomes the second of the roof purlin 4. Since the elastic holding piece 6b received by the lip 4g and deformed upward by insertion of the end of the roof base material 10 acts downward, the elastic restoring force F1 acts downward, so the roof base material disposed on the upper side of the eave building Ten ends are held.

屋根下地材10の端部の挿入によって膨出が矯正されるように変形した押圧膨出部6dは、屋根下地材10の端面に向けて弾性復元力F2を作用するので、軒棟下方側に配置した屋根下地材10の端部が保持される。
また、軒棟下方側の屋根下地材10の端部を屋根母屋4のウェブ部4dの外壁側に当接すると、その端部の下面を第1保持部材6の受け部6eが受け、屋根下地材10の端部の挿入によって膨出が矯正されるように変形した係合膨出部6cが、屋根下地材10の端部の上面に弾性復元力F3を作用するので、屋根下地材10の端部の上下方向の移動が拘束される。
The pressing bulging portion 6d deformed so that the bulging is corrected by insertion of the end portion of the roof base material 10 acts an elastic restoring force F2 toward the end surface of the roof base material 10, so The edge part of the arrange | positioned roof base material 10 is hold | maintained.
Further, when the end portion of the roof base material 10 on the lower side of the eave building is brought into contact with the outer wall side of the web portion 4d of the roof purlin 4, the receiving portion 6e of the first holding member 6 receives the lower surface of the end portion, and the roof base material. Since the engagement bulging portion 6c deformed so that the bulging is corrected by insertion of the end portion of the material 10 acts on the upper surface of the end portion of the roof base material 10, an elastic restoring force F3 acts. The movement of the end in the vertical direction is restricted.

このように、上記構成の建材保持部材8A、8Bを屋根母屋4,5に装着すると、屋根母屋4,5の母屋内部空間4eに挿入した屋根下地材10の端部に、第1保持部材6の弾性保持片6bが弾性復元力F1を作用して保持し、屋根母屋4,5のウェブ部4dの外壁側に当接する屋根下地材10の端部に、第1保持部材6の押圧膨出部6dが弾性復元力F2を作用して保持し、さらに、屋根母屋4,5のウェブ部4dの外壁側に当接する屋根下地材10の端部に対して、第1保持部材6の係合膨出部6cが受け部6eに対して弾性復元力F3を作用して上下方向の移動を拘束するので、屋根下地材10は、建材保持部材8A、8Bを介して屋根母屋4,5に確実に保持される。   As described above, when the building material holding members 8A and 8B having the above-described configuration are attached to the roof purlins 4 and 5, the first holding member 6 is attached to the end of the roof base material 10 inserted into the main indoor space 4e of the roof purlins 4 and 5. The elastic holding piece 6b holds and applies the elastic restoring force F1, and the first holding member 6 presses and bulges at the end of the roof base material 10 that contacts the outer wall side of the web portion 4d of the roof purlins 4 and 5. The first holding member 6 is engaged with the end portion of the roof base material 10 that the portion 6d holds by applying the elastic restoring force F2 and further contacts the outer wall side of the web portion 4d of the roof purlins 4 and 5. Since the bulging part 6c acts on the receiving part 6e with an elastic restoring force F3 to restrain the vertical movement, the roof base material 10 is reliably attached to the roof purlins 4 and 5 via the building material holding members 8A and 8B. Retained.

次に、本実施形態の屋根構造の施工手順の一例について、図4から図6を参照して説明する。なお、これらの図では、屋根母屋(リップ溝型鋼)5に装着した建材保持部材8B(第1保持部材6,7)が、軒棟上方側に配置した屋根下地材10の端部を保持しているものとする。
先ず、図4に示すように、第1保持部材6の第1カバー部6aを、屋根母屋(リップ溝型鋼)4の上部の第1フランジ部4b及び第1リップ部4cの外側を覆い、弾性保持片6bが第1リップ部4cの先端部に係合するように装着する。次いで、第2保持部材7の第2カバー部7aを、屋根母屋4の下部の第2フランジ部4f及び第2リップ部4gの外側を覆い、第1係合部7bが第2リップ部4gに係止するように装着する。その際、図2で示したように、第2保持部材7のウェブ当接部7cを、第1保持部材6の係合膨出部6c,押圧膨出部6dとウェブ部4dとの間に位置することで、第2保持部材7の第2係合部7dが第1保持部材の係合膨出部6cによりウェブ部4d側に押圧され、第1及び第2保持部材6,7は、互いに上下方向の移動が不可能となるように屋根母屋4,5の外周に一体に装着される。
Next, an example of the construction procedure of the roof structure of this embodiment will be described with reference to FIGS. In these figures, building material holding members 8B (first holding members 6 and 7) attached to the roof purlin (lip groove steel) 5 hold the ends of the roof base material 10 arranged on the upper side of the eave building. It shall be.
First, as shown in FIG. 4, the first cover part 6a of the first holding member 6 is covered with the first flange part 4b and the first lip part 4c at the upper part of the roof purlin (lip groove steel) 4, and is elastic. The holding piece 6b is mounted so as to engage with the distal end portion of the first lip portion 4c. Next, the second cover portion 7a of the second holding member 7 covers the outer side of the second flange portion 4f and the second lip portion 4g at the lower part of the roof purlin 4, and the first engagement portion 7b becomes the second lip portion 4g. Install to lock. At that time, as shown in FIG. 2, the web contact portion 7c of the second holding member 7 is placed between the engagement bulging portion 6c, the pressing bulging portion 6d of the first holding member 6 and the web portion 4d. By being positioned, the second engagement portion 7d of the second holding member 7 is pressed toward the web portion 4d by the engagement bulging portion 6c of the first holding member, and the first and second holding members 6, 7 are It is integrally mounted on the outer periphery of the roof purlins 4 and 5 so that they cannot move in the vertical direction.

次いで、図5に示すように、屋根母屋4の開口部4aから電線EWを母屋内部空間4eに収納しておく。
そして、これから配置する屋根下地材10の軒棟下方側に位置する端部を屋根母屋4の開口部4aから母屋内部空間4eに挿入し、その端部の下面を屋根母屋4の第2リップ部4gで受ける。
Next, as shown in FIG. 5, the electric wires EW are stored in the main indoor space 4 e from the opening 4 a of the roof purlin 4.
And the edge part located in the eaves ridge lower side of the roof base material 10 arrange | positioned from now on is inserted in the interior indoor space 4e from the opening part 4a of the roof main house 4, and the lower surface of the edge part is the 2nd lip part of the roof main house 4 Receive at 4g.

次いで、図6に示すように、これから配置する屋根下地材10の軒棟上方側に位置する端部を、屋根母屋5に装着されている第1保持部材6の受け部6eに当接するまで下げていく。この動作を行なうと、屋根下地材10の軒棟下方側の端部が、屋根母屋4に装着した第1保持部材6の弾性保持片6bが発生する弾性復元力F1で保持され、屋根下地材10の軒棟上方側の端部が、屋根母屋5に装着した第1保持部材6の押圧膨出部6dが発生する弾性復元力で保持され、第1保持部材6の受け部6e及び係合膨出部6cにより上下方向の移動が拘束される。   Next, as shown in FIG. 6, the end located on the upper side of the eaves ridge of the roof base material 10 to be arranged is lowered until it abuts on the receiving portion 6 e of the first holding member 6 mounted on the roof purlin 5. To go. When this operation is performed, the end of the roof base material 10 on the lower side of the eaves ridge is held by the elastic restoring force F1 generated by the elastic holding piece 6b of the first holding member 6 attached to the roof purlin 4, and the roof base material The upper end of the ten eaves is held by the elastic restoring force generated by the pressing bulging portion 6d of the first holding member 6 attached to the roof purlin 5, and the receiving portion 6e of the first holding member 6 and the engagement The upward and downward movement is restricted by the bulging portion 6c.

そして、図示しない他の屋根母屋の間にも、建材保持部材に保持された屋根下地材10を配置した後、図1に示すように、屋根母屋4,5上に、複数の屋根下地材10を外側から覆うように野地材12を固定Sし、野地材12を外側から覆うように屋根仕上げ材14を敷設する。
このように、本実施形態の屋根構造によると、屋根母屋4,5にそれぞれ第1及び第2保持部材6,7を装着し、屋根下地材10を屋根母屋4,5の間に配置するだけで、屋根下地材10の軒棟下方側の端部が屋根母屋4に装着した第1保持部材6の弾性保持片6bが発生する弾性復元力で保持され、屋根下地材10の軒棟上方側の端部が、屋根母屋5に装着した第1保持部材6の押圧膨出部6dが発生する弾性復元力F2で保持され、屋根下地材10の軒棟上方側の端部が、第1保持部材6の係合膨出部6cから受け部6eに向けて発生する弾性復元力F3により上下方向の移動が拘束されるので、ビスを使用した従来の屋根構造と比較して、屋根下地材10の取付け作業に費やす時間と労力が大幅に低減し、屋根の施工コストを抑えることができる。
And after arrange | positioning the roof base material 10 hold | maintained at the building material holding member also between the other roof main houses which are not shown in figure, as shown in FIG. The field material 12 is fixed S so as to cover the outside from the outside, and the roof finishing material 14 is laid so as to cover the field material 12 from the outside.
As described above, according to the roof structure of the present embodiment, the first and second holding members 6 and 7 are attached to the roof purlins 4 and 5, respectively, and the roof base material 10 is simply disposed between the roof purlins 4 and 5. Thus, the lower end of the roof base material 10 is held by the elastic restoring force generated by the elastic holding piece 6b of the first holding member 6 attached to the roof purlin 4, and the upper side of the roof base material 10 is Is held by the elastic restoring force F2 generated by the pressing bulging portion 6d of the first holding member 6 attached to the roof purlin 5, and the end of the roof base material 10 on the upper side of the eaves is the first holding. Since the vertical movement is restrained by the elastic restoring force F3 generated from the engagement bulging portion 6c of the member 6 toward the receiving portion 6e, the roof base material 10 is compared with the conventional roof structure using screws. This significantly reduces the time and labor spent on installing the roof and reduces roof construction costs. Can.

また、屋根下地材10の端部が、第1保持部材6の受け部6e及び係合膨出部6cにより上下方向の移動が拘束された構造になっていることから、例えば強風時に出入口を開閉した際に、室内に入り込んだ風の風圧により屋根下地材10に吹き上げ荷重が作用しても、確実に屋根下地材10の吹き上げを防止することができる。
また、本実施形態の屋根構造では、屋根母屋4,5の下部(第2フランジ部4f,第2リップ部4g)が第2保持部材7の第2カバー部7aで覆われており、室内から天井を見ても屋根母屋4,5露出しないので、化粧性に優れた天井を提供することができる。
Moreover, since the edge part of the roof base material 10 has the structure where the movement of the up-down direction was restrained by the receiving part 6e and the engagement bulging part 6c of the 1st holding member 6, it opens and closes an entrance, for example at the time of a strong wind In this case, even if a blowing load acts on the roof base material 10 due to the wind pressure of the wind that has entered the room, the roof base material 10 can be reliably prevented from being blown up.
Moreover, in the roof structure of this embodiment, the lower part (the 2nd flange part 4f, the 2nd lip part 4g) of the roof purlins 4 and 5 is covered with the 2nd cover part 7a of the 2nd holding member 7, and it is indoor. Since the roof purlins 4 and 5 are not exposed when the ceiling is viewed, a ceiling with excellent makeup can be provided.

さらに、図5で示したように屋根下地材10を保持する前に、屋根母屋4の母屋内部空間4eに電線EWを収納しておくことで、母屋内部空間4eを外部から隠れた電線収納空間として有効利用することができる。
なお、図1から図6で示した屋根構造では、垂木2の上部に屋根母屋4,5を固定したが、本発明の要旨がこれに限定されるものではなく、垂木2の下部に軒棟方向に平行に延在するように屋根母屋4,5を固定し、屋根母屋4,5に、それぞれ建材保持部材8A、8Bを上方から装着しても、同様の効果を得ることができる。
Furthermore, as shown in FIG. 5, before the roof base material 10 is held, the electric wire EW is stored in the main indoor space 4e of the roof purlin 4 so that the main indoor space 4e is hidden from the outside. Can be used effectively.
In the roof structure shown in FIGS. 1 to 6, the roof purlins 4 and 5 are fixed to the upper part of the rafter 2. However, the gist of the present invention is not limited to this, and the eaves are formed in the lower part of the rafter 2. Even if the roof purlins 4 and 5 are fixed so as to extend in parallel to the direction and the building material holding members 8A and 8B are respectively attached to the roof purlins 4 and 5 from above, the same effect can be obtained.

また、本実施形態では、屋根母屋4,5の開口部4a,5aが軒棟上方を向いている状態を説明したが、本発明の要旨がこれに限定されるものではなく、開口部4a,5aが軒棟下方を向くように屋根母屋4,5を垂木2に固定しても、同様の効果を得ることができる。
また、本実施形態では、金属板を折曲して第1保持部材6及び第2保持部材7を形成したが、本発明の要旨がこれに限定されるものではなく、例えば樹脂材料で形成しても同様の効果を得ることができる。
Moreover, in this embodiment, although the opening parts 4a and 5a of the roof purlins 4 and 5 demonstrated the state facing the eaves ridge top, the summary of this invention is not limited to this, and the opening parts 4a, Even if the roof purlins 4 and 5 are fixed to the rafters 2 so that 5a faces the lower part of the eaves, the same effect can be obtained.
In the present embodiment, the first holding member 6 and the second holding member 7 are formed by bending the metal plate. However, the gist of the present invention is not limited to this, and for example, the first holding member 6 and the second holding member 7 are formed of a resin material. However, the same effect can be obtained.

また、本実施形態の第1保持部材6の押圧膨出部6dは、ウェブ部4dから離間する方向に所定の曲率半径で湾曲する形状としているが、本発明の要旨がこれに限定されるものではなく、例えばウェブ部4dから「く」字状に膨出した構造としてもよい。
さらに、本実施形態では、リップ部を有するC型鋼(リップ溝型鋼)を屋根母屋4,5として用いたが、リップ部が存在しない横断面コ字形状の溝型鋼であっても同様の効果を奏することができる。
Moreover, although the press bulging part 6d of the 1st holding member 6 of this embodiment is made into the shape curved by the predetermined curvature radius in the direction spaced apart from the web part 4d, the summary of this invention is limited to this. Instead, for example, a structure that bulges from the web portion 4d in a “<” shape may be used.
Furthermore, in this embodiment, the C-shaped steel having the lip portion (lip groove shape steel) is used as the roof purlins 4 and 5, but the same effect can be obtained even if the groove shape steel has a U-shaped cross section without the lip portion. Can play.

(第2〜第4実施形態:第1保持部材及び第2保持部材の他の形状)
次に、図7に示すものは、建材保持部材8A,8Bを構成する第2実施形態の第1保持部材6及び第2保持部材7を示すものである。なお、図3で示した構成と同一構成部分には同一符号を付してその説明を省略する。
(Second to fourth embodiments: other shapes of the first holding member and the second holding member)
Next, what is shown in FIG. 7 shows the 1st holding member 6 and the 2nd holding member 7 of 2nd Embodiment which comprise the building material holding members 8A and 8B. In addition, the same code | symbol is attached | subjected to the same component as the structure shown in FIG. 3, and the description is abbreviate | omitted.

本実施形態の第1保持部材6は、第1実施形態で示した係合膨出部6cを備えておらず、図7(a)に示すように、一辺のみを切り落とさずに残した矩形状の突出片6fを屋根母屋4のウェブ部4dから離間する方向に折曲することで矩形状の開口部6gを形成している。
また、本実施形態の第2保持部材7の第2係合部7dは、図7(b)に示すように、ウェブ当接部7cの先端側の一部をプレス機で打ち抜くことにより、ウェブ部4dから離間する方向に「く」の字形状のリブとして膨出しており、この第2係合部7dが、図7(a)に示すように、第1保持部材6の開口部6gを通過して軒棟下方に突出している。
The first holding member 6 of the present embodiment does not include the engagement bulging portion 6c shown in the first embodiment, and as shown in FIG. 7A, a rectangular shape in which only one side is left without being cut off. The rectangular opening 6g is formed by bending the protruding piece 6f in a direction away from the web portion 4d of the roof purlin 4.
Further, as shown in FIG. 7B, the second engaging portion 7d of the second holding member 7 of the present embodiment is formed by punching a part of the front end side of the web contact portion 7c with a press machine. As shown in FIG. 7A, the second engagement portion 7d bulges as an opening 6g of the first holding member 6 in a direction away from the portion 4d. It passes through and protrudes downward from the eaves.

そして、本実施形態は、屋根母屋4のウェブ部4dの外壁側に当接させた屋根下地材10の端部に対して、その端部の下面を第1保持部材6の受け部6eが受け、「く」の字形状に膨出した第2係合部7dが変形し、受け部6eに向けて弾性復元力F3を作用して屋根下地材10の端部の上下方向の移動を拘束する。このため、例えば強風時に出入口を開閉した際に、室内に入り込んだ風の風圧により屋根下地材10に吹き上げ荷重が作用しても、確実に屋根下地材10の吹き上げを防止することができる。   In this embodiment, the receiving portion 6e of the first holding member 6 receives the lower surface of the end portion of the roof base material 10 brought into contact with the outer wall side of the web portion 4d of the roof purlin 4. The second engaging portion 7d swelled in a “<” shape is deformed, and the elastic restoring force F3 is applied toward the receiving portion 6e to restrain the vertical movement of the end portion of the roof base material 10. . For this reason, for example, when the doorway is opened and closed during strong winds, even if a blowing load acts on the roof base material 10 due to the wind pressure of the wind that has entered the room, the roof base material 10 can be reliably prevented from being blown up.

次に、図8に示すものは、第3実施形態の第1保持部材6及び第2保持部材7を示すものである。
本実施形態の第1保持部材6は、押圧膨出部6dの上部に矩形状の開口部6gが形成されている。
また、本実施形態の第2保持部材7の第2係合部7dは、ウェブ当接部7cの先端からウェブ部4dに対して直交する方向に延在している。そして、この第2係合部7dは、第1保持部材6の開口部6gに通過して軒棟下方にむけて突出させた後、ハンマー等の打撃手段でウェブ当接部7cに対して鋭角形状となるように塑性変形されている。
Next, what is shown in FIG. 8 shows the first holding member 6 and the second holding member 7 of the third embodiment.
As for the 1st holding member 6 of this embodiment, the rectangular opening part 6g is formed in the upper part of the pressing bulging part 6d.
Further, the second engaging portion 7d of the second holding member 7 of the present embodiment extends in a direction orthogonal to the web portion 4d from the tip of the web contact portion 7c. The second engaging portion 7d passes through the opening 6g of the first holding member 6 and protrudes toward the lower part of the eaves ridge. Then, the second engaging portion 7d has an acute angle with respect to the web contact portion 7c by a hitting means such as a hammer. It is plastically deformed so as to have a shape.

そして、本実施形態は、屋根母屋4のウェブ部4dの外壁側に当接する屋根下地材10の端部に対して、その端部の下面を第1保持部材6の受け部6eが受け、ウェブ当接部7cに対して鋭角形状に突出した第2係合部7dが変形し、受け部6eに向けて弾性復元力F3を作用して屋根下地材10の端部の上下方向の移動を拘束する。このため、例えば強風時に出入口を開閉した際に、室内に入り込んだ風の風圧により屋根下地材10に吹き上げ荷重が作用しても、確実に屋根下地材10の吹き上げを防止することができる。   And this embodiment receives the lower surface of the edge part with respect to the edge part of the roof base material 10 contact | abutted to the outer wall side of the web part 4d of the roof purlin 4, and the receiving part 6e of the 1st holding member 6 receives the web. The second engaging portion 7d protruding in an acute angle shape with respect to the contact portion 7c is deformed, and an elastic restoring force F3 is applied toward the receiving portion 6e to restrain the vertical movement of the end portion of the roof base material 10. To do. For this reason, for example, when the doorway is opened and closed during strong winds, even if a blowing load acts on the roof base material 10 due to the wind pressure of the wind that has entered the room, the roof base material 10 can be reliably prevented from being blown up.

次に、図9に示すものは、第4実施形態の第1保持部材6及び第2保持部材7を示すものである。
本実施形態の第1保持部材6は、図9(a)に示すように、押圧膨出部6dの上部に矩形状の開口部6gが形成されている。
また、本実施形態の第2保持部材7の第2係合部7dは、図9(b)に示すように、ウェブ当接部7cの先端からウェブ部4dから離間する方向に「く」の字形状に突出して形成されており、この第2係合部7dは、図9(a)に示すように、第1保持部材6の開口部6gを通過して軒棟下方に突出している。
Next, what is shown in FIG. 9 shows the 1st holding member 6 and the 2nd holding member 7 of 4th Embodiment.
As shown in FIG. 9A, the first holding member 6 of the present embodiment has a rectangular opening 6g formed above the pressing bulging portion 6d.
Further, as shown in FIG. 9B, the second engaging portion 7d of the second holding member 7 of the present embodiment has a “k” in a direction away from the web portion 4d from the tip of the web contact portion 7c. The second engaging portion 7d protrudes downward from the eaves ridge through the opening 6g of the first holding member 6 as shown in FIG. 9A.

そして、本実施形態も、屋根母屋4のウェブ部4dの外壁側に当接する屋根下地材10の端部に対して、その端部の下面を第1保持部材6の受け部6eが受け、ウェブ当接部7cに対して「く」の字形状に突出した第2係合部7dが変形し、受け部6eに向けて弾性復元力F3を作用して屋根下地材10の端部の上下方向の移動を拘束する。このため、例えば強風時に出入口を開閉した際に、室内に入り込んだ風の風圧により屋根下地材10に吹き上げ荷重が作用しても、確実に屋根下地材10の吹き上げを防止することができる。   And also in this embodiment, the receiving part 6e of the 1st holding member 6 receives the lower surface of the edge part with respect to the edge part of the roof base material 10 contact | abutted to the outer wall side of the web part 4d of the roof purlin 4, and a web The second engaging portion 7d protruding in the shape of a "<" with respect to the abutting portion 7c is deformed, and an elastic restoring force F3 is applied toward the receiving portion 6e so that the end portion of the roof base material 10 is in the vertical direction. Constraint movement. For this reason, for example, when the doorway is opened and closed during strong winds, even if a blowing load acts on the roof base material 10 due to the wind pressure of the wind that has entered the room, the roof base material 10 can be reliably prevented from being blown up.

(第5実施形態:第1〜第3保持部材を使用した屋根構造)
次に、図10に示すものは、建材保持部材8A,8Bを構成する第1保持部材6及び第2保持部材7に第3保持部材13を追加した第5実施形態の屋根構造を示すものである。
本実施形態の第3保持部材13は、金属板を折曲して形成した部材であり、第1保持部材6の第1カバー部6aの外周を覆う第3カバー部13aと、この第3カバー部13aから連続して形成され、屋根下地材10の上面に面接触状態で当接する受け部13bとを備えている。
(Fifth embodiment: roof structure using first to third holding members)
Next, what is shown in FIG. 10 shows the roof structure of the fifth embodiment in which a third holding member 13 is added to the first holding member 6 and the second holding member 7 constituting the building material holding members 8A and 8B. is there.
The third holding member 13 of the present embodiment is a member formed by bending a metal plate, a third cover portion 13a that covers the outer periphery of the first cover portion 6a of the first holding member 6, and the third cover. A receiving portion 13b that is formed continuously from the portion 13a and contacts the upper surface of the roof base material 10 in a surface contact state.

そして、この第3保持部材13は、屋根下地材10の取付が完了した後、屋根下地材10を上方から覆う野地材12の上方から屋根母屋4の第1フランジ部4bまで貫通したビス15により屋根母屋4に固定される。   Then, after the installation of the roof base material 10 is completed, the third holding member 13 is formed by screws 15 penetrating from above the field material 12 covering the roof base material 10 from above to the first flange portion 4b of the roof purlin 4. Fixed to the roof purlin 4.

本実施形態によると、屋根母屋4のウェブ部4dの外壁側に当接する屋根下地材10の端部の下面を第1保持部材6の受け部6eが受け、屋根下地材10の端部の上面に第3保持部材13の受け部13bが面接触した状態で変形し、第1保持部材6の受け部6eに対して弾性復元力F3を作用して屋根下地材10の端部の上下方向の移動を拘束する。このため、例えば強風時に出入口を開閉した際に、室内に入り込んだ風の風圧により屋根下地材10に吹き上げ荷重が作用しても、確実に屋根下地材10の吹き上げを防止することができる。   According to this embodiment, the receiving portion 6e of the first holding member 6 receives the lower surface of the end portion of the roof base material 10 that contacts the outer wall side of the web portion 4d of the roof purlin 4, and the upper surface of the end portion of the roof base material 10. In the state where the receiving portion 13b of the third holding member 13 is in surface contact, the elastic holding force F3 is applied to the receiving portion 6e of the first holding member 6 so that the end portion of the roof base material 10 extends in the vertical direction. Restrain movement. For this reason, for example, when the doorway is opened and closed during strong winds, even if a blowing load acts on the roof base material 10 due to the wind pressure of the wind that has entered the room, the roof base material 10 can be reliably prevented from being blown up.

(第6実施形態:第1及び第3保持部材を使用した屋根構造)
次に、図11に示すものは、建材保持部材8A,8Bとして第1保持部材6及び第3保持部材13を使用した第6実施形態の屋根構造を示すものである。この実施形態は、室内から天井を見て屋根母屋4の第2フランジ部4f,第2リップ部4gが露出していても、天井の化粧性に問題がない場合の屋根構造である。
(Sixth embodiment: roof structure using first and third holding members)
Next, what is shown in FIG. 11 shows the roof structure of 6th Embodiment using the 1st holding member 6 and the 3rd holding member 13 as building material holding member 8A, 8B. This embodiment is a roof structure when there is no problem in the cosmetics of the ceiling even if the second flange portion 4f and the second lip portion 4g of the roof purlin 4 are exposed when the ceiling is viewed from the room.

本実施形態によると、屋根母屋4に第1及び第3保持部材6,13を装着したことで、屋根下地材10の軒棟下方側の端部が第1保持部材6の弾性保持片6bが発生する弾性復元力で保持され、屋根下地材10の軒棟上方側の端部が、第1保持部材6の押圧膨出部6dが発生する弾性復元力で保持され、屋根下地材10の軒棟上方側の端部が、第1保持部材6の受け部6eに対して第3保持部材13の受け部13bが弾性復元力F3を作用することで上下方向の移動が拘束され、屋根下地材10の取付け作業に費やす時間と労力が大幅に低減して屋根の施工コストを抑えることができるとともに、室内に入り込んだ風の風圧により屋根下地材10に吹き上げ荷重が作用しても、確実に屋根下地材10の吹き上げを防止することができる。   According to the present embodiment, by attaching the first and third holding members 6, 13 to the roof purlin 4, the end of the roof base material 10 on the lower side of the eaves ridge is the elastic holding piece 6 b of the first holding member 6. The end of the roof base material 10 on the upper side of the eaves ridge is held by the elastic restoring force generated by the pressing bulging portion 6d of the first holding member 6, and the eaves of the roof base material 10 The upper end of the ridge is restrained from moving in the vertical direction by the elastic restoring force F3 of the receiving portion 13b of the third holding member 13 acting on the receiving portion 6e of the first holding member 6. The time and labor required for the installation work of 10 can be greatly reduced, and the construction cost of the roof can be suppressed, and even if a blowing load acts on the roof base material 10 due to the wind pressure entering the room, the roof is surely secured. Blow-up of the base material 10 can be prevented.

(第7実施形態:壁構造)
次に、本発明に係る第7実施形態の壁構造について図12及び図13を参照して説明する。図12は、鉄骨造の壁構造の一部を斜視図で示したものであり、図13は、図12のB−B線矢視図である。
(Seventh embodiment: wall structure)
Next, a wall structure according to a seventh embodiment of the present invention will be described with reference to FIGS. FIG. 12 is a perspective view showing a part of a steel wall structure, and FIG. 13 is a view taken along the line BB in FIG.

図12において、符号50a〜50cは、上下方向に延在しながら互いに水平方向に平行に配置されているH型鋼からなる間柱である。ここで、間柱50a〜50cの室内側に沿って配置されている符号70で示す部材は、室内下地材である。
これら間柱50a〜50cの室外側には、水平方向に延在したC型鋼(リップ溝型鋼)からなる複数の胴縁52a、52bが互いに上下方向に平行に固定されている。胴縁52a、52bは、図示しないが、間柱50a〜50cに固定したアングル等の連結部材に連結ボルトを介して固定されている。
In FIG. 12, reference numerals 50a to 50c denote studs made of H-shaped steels that extend in the vertical direction and are arranged parallel to each other in the horizontal direction. Here, the member shown by the code | symbol 70 arrange | positioned along the room inner side of the studs 50a-50c is an indoor base material.
A plurality of trunk edges 52a and 52b made of C-type steel (lip groove type steel) extending in the horizontal direction are fixed in parallel to each other in the vertical direction on the outdoor side of the intermediate pillars 50a to 50c. Although not shown, the trunk edges 52a and 52b are fixed to connecting members such as angles fixed to the spacers 50a to 50c via connecting bolts.

また、図14に示すように、C型鋼からなる胴縁52a,52bの開口部54は、下方を向いている。
胴縁52aには、第6実施形態で示した建材保持部材8Aが室外側から装着されており、胴縁52a,52bの上下間の領域を覆うように配置した壁下地材56の上下端部が建材保持部材8A,8Bに支持されている。
Moreover, as shown in FIG. 14, the opening part 54 of trunk | drum 52a, 52b which consists of C type steel has faced the downward direction.
The building material holding member 8A shown in the sixth embodiment is attached to the trunk edge 52a from the outdoor side, and the upper and lower ends of the wall base material 56 arranged so as to cover the upper and lower regions of the trunk edges 52a and 52b. Is supported by the building material holding members 8A and 8B.

そして、胴縁52a,52bには、壁下地材56を室外側から覆うように壁材58が配置されているとともに、壁材58の室外側に壁仕上げ材60が敷設されている。
建材保持部材8Aの第1保持部材6は、図13に示すように、第1カバー部6aが胴縁52aの第1フランジ部62及び第1リップ部64を覆い、弾性保持片6bが胴縁空間66に向けて略45°の角度を付けて折曲され、押圧膨出部6dが胴縁52aのウェブ部68から離間する方向に上方に膨出し、受け部6eがウェブ部68から離間する上方向に略直角に折曲されている。
A wall material 58 is disposed on the trunk edges 52 a and 52 b so as to cover the wall base material 56 from the outdoor side, and a wall finishing material 60 is laid on the outdoor side of the wall material 58.
As shown in FIG. 13, the first holding member 6 of the building material holding member 8A has a first cover portion 6a covering the first flange portion 62 and the first lip portion 64 of the trunk edge 52a, and an elastic holding piece 6b being the trunk edge. It is bent at an angle of about 45 ° toward the space 66, the pressing bulging portion 6d bulges upward in a direction away from the web portion 68 of the trunk edge 52a, and the receiving portion 6e is separated from the web portion 68. It is bent at a substantially right angle in the upward direction.

また、建材保持部材8Aの第3保持部材13は、第3カバー部13aが第1保持部材6の第1カバー部6aの外周を覆い、第3カバー部13aから連続して形成された受け部13bが、第1保持部材6の受け部6eに対して離間した位置で上方に延在している。
そして、胴縁52aに壁下地材56を取付ける場合には、壁下地材56の上端を、胴縁52aの開口部54から胴縁空間66に挿入し、その端面を胴縁52aのウェブ部68の内壁に当接すると、壁下地材56の上端側側面を胴縁52aの第2リップ部65が受け、変形した第1保持部材6の弾性保持片6bが、壁下地材56の上端側を第2リップ部65に押圧する弾性復元力を作用するので、壁下地材56の上端が保持される。
Further, the third holding member 13 of the building material holding member 8A has a receiving portion formed by the third cover portion 13a covering the outer periphery of the first cover portion 6a of the first holding member 6 and continuously from the third cover portion 13a. 13 b extends upward at a position spaced from the receiving portion 6 e of the first holding member 6.
When the wall base material 56 is attached to the trunk edge 52a, the upper end of the wall base material 56 is inserted into the trunk edge space 66 from the opening 54 of the trunk edge 52a, and the end surface thereof is the web portion 68 of the trunk edge 52a. The second lip 65 of the trunk edge 52 a receives the upper side surface of the wall base material 56, and the deformed elastic holding piece 6 b of the first holding member 6 faces the upper end side of the wall base material 56. Since an elastic restoring force is applied to the second lip portion 65, the upper end of the wall base material 56 is held.

また、壁下地材56の下端を胴縁52bのウェブ部68側に当接すると、壁下地材56の下端側の一方の側面を第1保持部材6の受け部6eが受け、壁下地材56の下端側の他方の側面に第3保持部材13の受け部13bが変形しながら当接し、この受け部13bが第1保持部材6の受け部6eに向けて弾性復元力F3を作用し、押圧膨出部6dが、壁下地材56の下端を上方に押圧する弾性復元力を作用する。   Further, when the lower end of the wall base material 56 is brought into contact with the web portion 68 side of the trunk edge 52 b, one side surface on the lower end side of the wall base material 56 is received by the receiving portion 6 e of the first holding member 6. The receiving portion 13b of the third holding member 13 abuts against the other side surface of the lower end side of the first deforming member 13 and deforms, and the receiving portion 13b applies an elastic restoring force F3 toward the receiving portion 6e of the first holding member 6 and presses it. The bulging portion 6d acts an elastic restoring force that presses the lower end of the wall base material 56 upward.

そして、第3保持部材13は、壁材58の室外側から胴縁52aの第1フランジ部62まで貫通したビス72により胴縁52aに固定する。
したがって、上記構成の建材保持部材8A,8Bを胴縁52a,52bに装着すると、隣接する胴縁52a,52bの間に上下に配置した壁下地材56の上端を、第1保持部材6の弾性保持片6bの弾性復元力F1により押圧して保持するとともに、壁下地材56の下端を、第1保持部材6の押圧膨出部6dの弾性復元力F2により押圧して保持し、壁下地材56の下端側の両側面を、第3保持部材13の受け部13bが第1保持部材6の受け部6eに向けて弾性復元力F3を作用して保持し、壁下地材56を確実に保持する。
The third holding member 13 is fixed to the trunk edge 52a by a screw 72 that penetrates from the outdoor side of the wall material 58 to the first flange portion 62 of the trunk edge 52a.
Therefore, when the building material holding members 8A and 8B having the above-described configuration are attached to the trunk edges 52a and 52b, the upper end of the wall base material 56 disposed vertically between the adjacent trunk edges 52a and 52b is set to the elasticity of the first holding member 6. While pressing and holding by the elastic restoring force F1 of the holding piece 6b, the lower end of the wall base material 56 is pressed and held by the elastic restoring force F2 of the pressing bulging portion 6d of the first holding member 6, and the wall base material 56, the receiving portion 13b of the third holding member 13 acts on the receiving portion 6e of the first holding member 6 so as to hold the wall base material 56 securely. To do.

したがって、本実施形態の壁施工を行なうと、建材保持部材8A,8Bを構成する第1保持部材6及び第3保持部材13を胴縁52a,52bに装着するだけで、簡単に壁下地材56を胴縁52a,52bに装着することができ、ビスを使用する従来の壁構造と比較して、壁下地材56の取付け作業に費やす時間と労力が大幅に低減し、壁の施工コストを抑えることができる。   Therefore, when the wall construction according to the present embodiment is performed, the wall base material 56 can be easily obtained simply by mounting the first holding member 6 and the third holding member 13 constituting the building material holding members 8A and 8B to the trunk edges 52a and 52b. Can be attached to the body edges 52a and 52b, and the time and labor required for the mounting work of the wall base material 56 are greatly reduced compared to the conventional wall structure using screws, and the construction cost of the wall is suppressed. be able to.

また、壁下地材56の端部両側面が、第3保持部材13の受け部13bが第1保持部材6の受け部6eに向けて弾性復元力F3を作用することで壁厚方向の移動が拘束される構造になっていることから、例えば強風時に出入口を開閉した際に、室内に入り込んだ強風により壁下地材56に風圧が作用しても、確実に壁下地材56の剥がれを防止することができる。   Further, both side surfaces of the end portion of the wall base material 56 are moved in the wall thickness direction by the elastic restoring force F3 acting on the receiving portion 13b of the third holding member 13 toward the receiving portion 6e of the first holding member 6. Since the structure is restrained, for example, when the doorway is opened and closed in a strong wind, even if wind pressure acts on the wall base material 56 due to strong wind entering the room, the wall base material 56 is reliably prevented from peeling off. be able to.

また、図示しないが、壁下地材56を保持する前に、C型鋼である胴縁52a,52bの何れかの胴縁空間66に電線EW(図5及び図6参照)を収納すると、胴縁空間66を外部から隠れた電線収納空間として有効利用することができる。
なお、本実施形態の建材保持部材8A,8Bは、第1保持部材6及び第3保持部材1を使用した構造としたが、前述した屋根構造の第1実施形態から第5実施形態で示した構造を採用しても、同様の効果を奏することができる。
Although not shown, before the wall base material 56 is held, if the electric wire EW (see FIGS. 5 and 6) is housed in the trunk edge space 66 of the trunk edges 52a and 52b that are C-shaped steel, The space 66 can be effectively used as a wire storage space hidden from the outside.
The building material holding members 8A and 8B of the present embodiment have a structure using the first holding member 6 and the third holding member 1, but are shown in the first to fifth embodiments of the roof structure described above. Even if the structure is adopted, the same effect can be obtained.

また、本実施形態では、間柱50a,50b,50cの室外側に固定された胴縁52a,52bに装着するものとして説明したが、本発明の要旨がこれに限定されるものではなく、間柱50a,50b,50cの室内側に胴縁52a,52bを固定し、この胴縁52a,52bに建材保持部材8A,8Bを装着しても、同様の効果を得ることができる。
また、本実施形態では、胴縁52a,52bの開口部54が下方を向いている状態で説明したが、本発明の要旨がこれに限定されるものではなく、開口部54が上方を向くように胴縁52a,52bを間柱50a〜50cに固定しても、同様の効果を得ることができる。
Moreover, although this embodiment demonstrated as what was mounted | worn with the trunk edges 52a and 52b fixed to the outdoor side of the spacers 50a, 50b, and 50c, the summary of this invention is not limited to this, The spacers 50a , 50b, 50c can be obtained by fixing the body edges 52a, 52b to the interior sides and attaching the building material holding members 8A, 8B to the body edges 52a, 52b.
Further, in the present embodiment, the case has been described in which the openings 54 of the trunk edges 52a and 52b face downward. However, the gist of the present invention is not limited to this, and the openings 54 face upward. Even if the trunk edges 52a and 52b are fixed to the spacers 50a to 50c, the same effect can be obtained.

また、本実施形態では、間柱50a〜50cをH型鋼、胴縁52a,52bをC型鋼として説明したが、間柱を溝型鋼、胴縁をH型鋼とし、間柱に建材保持部材を装着して壁下地材56を保持するようにしてもよい。
さらにまた、本実施形態では、リップを有するC型鋼(リップ溝型鋼)を溝型鋼として用いたが、リップが存在しない横断面コ字形状の溝型鋼であっても、同様の効果を得ることができる。
Further, in this embodiment, the spacers 50a to 50c are described as H-shaped steel, and the trunk edges 52a and 52b are defined as C-shaped steel. The base material 56 may be held.
Furthermore, in this embodiment, a C-shaped steel having a lip (lip-grooved steel) is used as a groove-shaped steel, but the same effect can be obtained even with a U-shaped groove-shaped steel having no lip. it can.

本発明に係る第1実施形態の屋根構造を示す斜視図である。It is a perspective view showing the roof structure of a 1st embodiment concerning the present invention. 図2のII−II線矢視図である。It is the II-II line arrow directional view of FIG. 第1実施形態の屋根構造で使用している建材保持部材が屋根下地材を保持している状態を示す図である。It is a figure which shows the state in which the building material holding member currently used with the roof structure of 1st Embodiment is holding | maintaining the roof base material. 第1実施形態の屋根構造において建材保持部材の装着状態を示す図である。It is a figure which shows the mounting state of the building material holding member in the roof structure of 1st Embodiment. 第1実施形態の屋根構造において屋根下地材の端部を屋根母屋の母屋内部空間に挿入する状態を示す図である。It is a figure which shows the state which inserts the edge part of a roof base material in the main indoor part space of a roof main building in the roof structure of 1st Embodiment. 第1実施形態の屋根構造において屋根下地材を取り付ける状態を示す図である。It is a figure which shows the state which attaches a roof base material in the roof structure of 1st Embodiment. 第2実施形態の建材保持部材を示す図である。It is a figure which shows the building material holding member of 2nd Embodiment. 第3実施形態の建材保持部材を示す図である。It is a figure which shows the building material holding member of 3rd Embodiment. 第4実施形態の建材保持部材を示す図である。It is a figure which shows the building material holding member of 4th Embodiment. 第5実施形態の建材保持部材を示す図である。It is a figure which shows the building material holding member of 5th Embodiment. 第6実施形態の建材保持部材を示す図である。It is a figure which shows the building material holding member of 6th Embodiment. 第7実施形態の壁構造を示す斜視図である。It is a perspective view which shows the wall structure of 7th Embodiment. 図12のB−B線矢視図である。It is a BB line arrow directional view of FIG.

符号の説明Explanation of symbols

2…垂木、4,5…屋根母屋、4a,5…開口部、4b…第1フランジ部、4c…第1リップ部、4d,5d…ウェブ部、4e…母屋内部空間、4f…第2フランジ部、4g…第2リップ部、6…第1保持部材、6a…第1カバー部、6b…弾性保持片(第1挟持部)、6c…係合膨出部(第1突出部)、6d…押圧膨出部(押圧部)、6e…受け部(第2突出部)、6f…突出片、6g…開口部(スリット)、7…第2保持部材、7a…第2カバー部、7b…第1係合部、7c…ウェブ当接部、7d…第2係合部(第2突出部)、8A,8B…建材保持部材、10…屋根下地材、12…野地材、13…第3保持部材、13a…第3カバー部、13b…受け部(第2突出部)、14…屋根仕上材、15…ビス、50a,50b,50c…間柱、52a,52b…胴縁、54…開口部、56…壁下地材、58…壁材、60…壁仕上材、62…第1フランジ部、64…第1リップ部、65…第2リップ部、66…胴縁空間、68…ウェブ部、70…室内下地材、72…ビス、EW…電線   2 ... rafters, 4, 5 ... roof purlin, 4a, 5 ... opening, 4b ... first flange, 4c ... first lip, 4d, 5d ... web, 4e ... main indoor space, 4f ... second flange Part, 4g ... second lip part, 6 ... first holding member, 6a ... first cover part, 6b ... elastic holding piece (first clamping part), 6c ... engagement bulging part (first projecting part), 6d ... Pressing bulging part (pressing part), 6e ... receiving part (second projecting part), 6f ... projecting piece, 6g ... opening part (slit), 7 ... second holding member, 7a ... second cover part, 7b ... 1st engaging part, 7c ... Web contact part, 7d ... 2nd engaging part (2nd protrusion part), 8A, 8B ... Building material holding member, 10 ... Roof base material, 12 ... Field material, 13 ... 3rd Holding member, 13a ... third cover part, 13b ... receiving part (second projecting part), 14 ... roof finishing material, 15 ... screw, 50a, 50b, 50c ... stud 52a, 52b ... trunk edge, 54 ... opening, 56 ... wall base material, 58 ... wall material, 60 ... wall finish, 62 ... first flange part, 64 ... first lip part, 65 ... second lip part, 66 ... trunk edge space, 68 ... web part, 70 ... indoor base material, 72 ... screw, EW ... electric wire

Claims (11)

互いに平行に配置した複数の溝型鋼にそれぞれ装着され、前記複数の溝型鋼の間に配置した平板形状の建材を保持する建材保持部材であって、
前記溝型鋼の一方のフランジ部を覆いながらウェブ部の外周に沿って装着した第1保持部材と、前記溝型鋼の他方のフランジ部を覆いながら前記ウェブ部の外周に沿って延在し、前記第1保持部材の前記ウェブ部の外周に沿う部分の内側に重なり合いながら一体に係合した第2保持部材とを有し、
前記第1及び第2保持部材の少なくとも一方は、前記溝型鋼の開口部に挿入した第1建材の端部側の厚さ方向の面を挟持する第1挟持部と、前記溝型鋼のウェブ部に向けて配置した第2建材の一方の端部を他方の端部に向けて面方向に押圧する押圧部と、前記第2建材の一方の端部側の厚さ方向の面を挟持する第2挟持部と、を備えていることを特徴とする建材保持部材。
A building material holding member that is mounted on each of a plurality of groove steels arranged in parallel to each other and holds a flat plate-shaped building material arranged between the plurality of groove steels,
A first holding member mounted along the outer periphery of the web portion while covering one flange portion of the groove steel, and extending along the outer periphery of the web portion while covering the other flange portion of the groove steel, A second holding member that is integrally engaged while overlapping the inside of the portion of the first holding member along the outer periphery of the web portion;
At least one of the first and second holding members includes a first sandwiching portion that sandwiches a surface in a thickness direction on the end side of the first building material inserted into the opening of the channel steel, and a web portion of the channel steel A pressing portion that presses one end of the second building material arranged toward the surface toward the other end in the surface direction, and a surface in the thickness direction on one end side of the second building material are sandwiched. A building material holding member comprising: 2 clamping portions.
前記第1保持部材は、前記ウェブ部の外周に沿う部位の端部に前記第2建材の一方の端部側の厚さ方向の一方の面に当接する第1突出部を形成し、この第1突出部から離間した位置に、前記第2建材の厚さ方向の他方の面に当接する第2突出部を形成しており、これら第1及び第2突出部を前記第2挟持部としたことを特徴とする請求項1記載の建材保持部材。   The first holding member forms a first protrusion that abuts on one surface in the thickness direction on the one end side of the second building material at an end of a portion along the outer periphery of the web portion. A second projecting portion that contacts the other surface in the thickness direction of the second building material is formed at a position spaced from the first projecting portion, and these first and second projecting portions serve as the second sandwiching portion. The building material holding member according to claim 1. 前記第1保持部材は、前記ウェブ部の外周に沿う部位の端部に前記第2建材の一方の端部側の厚さ方向の一方の面に当接する第1突出部を形成し、前記第2保持部材と重なり合う部分にスリットを形成しており、
前記第2保持部材は、前記ウェブの外周に沿う部位に、前記スリットを通過して前記第2建材の厚さ方向の他方の面に当接する第2突出部を形成し、これら第1及び第2突出部を前記第2挟持部としたことを特徴とする請求項1記載の建材保持部材。
The first holding member forms a first protrusion that abuts one surface in the thickness direction on one end side of the second building material at an end of a portion along the outer periphery of the web portion, and 2 A slit is formed in the part that overlaps the holding member,
The second holding member forms, in a portion along the outer periphery of the web, a second protrusion that passes through the slit and contacts the other surface in the thickness direction of the second building material. The building material holding member according to claim 1, wherein the two projecting portions are the second clamping portions.
互いに平行に配置した複数の溝型鋼にそれぞれ装着され、前記複数の溝型鋼の間に配置した平板形状の建材を保持する建材保持部材であって、
前記溝型鋼の一方のフランジ部を覆いながらウェブ部の外周に沿って装着した第1保持部材と、前記溝型鋼の他方のフランジ部を覆いながら前記ウェブ部の外周に沿って延在し、前記第1保持部材の前記ウェブ部の外周に沿う部分の内側に重なり合いながら一体に係合した第2保持部材と、前記第1保持部材を覆って装着した第3保持部材とを有し、
前記第1及び第2保持部材の少なくとも一方は、前記溝型鋼の開口部に挿入した第1建材の端部側の厚さ方向の面を挟持する第1挟持部と、前記溝型鋼のウェブ部に向けて配置した第2建材の一方の端部を他方の端部に向けて面方向に押圧する押圧部と、前記第2建材の一方の端部側の厚さ方向の一方の面に当接する第1突出部を形成しているとともに、
前記第3保持部材は、前記第2建材の一方の端部側の厚さ方向の他方の面に当接する第2突出部を形成しており、
前記第1及び第2突出部を、前記第2建材の一方の端部側の厚さ方向を挟持する第2挟持部としたことを特徴とする建材保持部材。
A building material holding member that is mounted on each of a plurality of groove steels arranged in parallel to each other and holds a flat plate-shaped building material arranged between the plurality of groove steels,
A first holding member mounted along the outer periphery of the web portion while covering one flange portion of the groove steel, and extending along the outer periphery of the web portion while covering the other flange portion of the groove steel, A second holding member that is integrally engaged with the inside of the portion along the outer periphery of the web portion of the first holding member, and a third holding member that is mounted so as to cover the first holding member,
At least one of the first and second holding members includes a first sandwiching portion that sandwiches a surface in a thickness direction on the end side of the first building material inserted into the opening of the channel steel, and a web portion of the channel steel A pressing portion that presses one end of the second building material arranged toward the surface toward the other end in the surface direction and one surface in the thickness direction on the one end side of the second building material. Forming a first protrusion in contact therewith,
The third holding member forms a second projecting portion that comes into contact with the other surface in the thickness direction on the one end side of the second building material,
The building material holding member according to claim 1, wherein the first and second projecting portions are second sandwiching portions that sandwich the thickness direction of one end side of the second building material.
前記第1及び第2保持部材は、前記ウェブ部の外周に沿って互いに重なり合う部位が弾性変形し、一方及び他方の前記フランジ部に向けて移動不可能となるように係合していることを特徴とする請求項1乃至4のいずれか1項に記載の建材保持部材。   The first and second holding members are engaged so that portions overlapping each other along the outer periphery of the web portion are elastically deformed and cannot move toward the one and the other flange portions. The building material holding member according to claim 1, wherein the building material holding member is a member. 互いに平行に配置した複数の溝型鋼にそれぞれ装着され、前記複数の溝型鋼の間に配置した平板形状の建材を保持する建材保持部材であって、
前記溝型鋼の一方のフランジ部を覆いながらウェブ部の外周に沿って装着した第1保持部材と、前記第1保持部材の一部を覆って装着した第3保持部材とを有し、
前記第1保持部材は、前記溝型鋼の開口部に挿入した第1建材の端部側の厚さ方向の面を挟持する第1挟持部と、前記溝型鋼のウェブ部に向けて配置した第2建材の一方の端部を他方の端部に向けて面方向に押圧する押圧部と、前記第2建材の一方の端部側の厚さ方向の一方の面に当接する第1突出部を形成しているとともに、
前記第3保持部材は、前記第2建材の一方の端部側の厚さ方向の他方の面に当接する第2突出部を形成しており、
前記第1及び第2突出部を、前記第2建材の一方の端部側の厚さ方向を挟持する第2挟持部としたことを特徴とする建材保持部材。
A building material holding member that is mounted on each of a plurality of groove steels arranged in parallel to each other and holds a flat plate-shaped building material arranged between the plurality of groove steels,
A first holding member mounted along the outer periphery of the web portion while covering one flange portion of the groove steel, and a third holding member mounted covering a part of the first holding member;
The first holding member is disposed in a first sandwiching portion that sandwiches a surface in the thickness direction on the end portion side of the first building material inserted into the opening of the channel steel, and the first holding member is disposed toward the web portion of the channel steel. (2) a pressing portion that presses one end of the building material toward the other end in the surface direction; and a first protrusion that contacts one surface in the thickness direction on the one end side of the second building material. As well as forming
The third holding member forms a second projecting portion that comes into contact with the other surface in the thickness direction on the one end side of the second building material,
The building material holding member according to claim 1, wherein the first and second projecting portions are second sandwiching portions that sandwich the thickness direction of one end side of the second building material.
前記第1挟持部は、前記第1建材の端部側の厚さ方向の面を弾性復元力で押圧することを特徴とする請求項1乃至6の何れか1項に記載の建材保持部材。   The building material holding member according to any one of claims 1 to 6, wherein the first holding portion presses a surface in a thickness direction on an end side of the first building material with an elastic restoring force. 前記押圧部は、前記第2建材の一方の端部から面方向に弾性復元力で押圧することを特徴とする請求項1乃至7の何れか1項に記載の建材保持部材。   The building material holding member according to any one of claims 1 to 7, wherein the pressing portion is pressed by an elastic restoring force in a surface direction from one end of the second building material. 前記第2挟持部は、前記第2建材の一方の端部側の厚さ方向の面を弾性復元力で押圧することを特徴とする請求項1乃至8の何れか1項に記載の建材保持部材。   The building material holding according to any one of claims 1 to 8, wherein the second holding portion presses a surface in a thickness direction on one end side of the second building material with an elastic restoring force. Element. 請求項1から9の何れか1項の建材保持部材を使用した屋根構造であって、
勾配を付けて互いに平行に配置した複数の垂木と、複数の垂木の上部、或いは下部に、軒棟方向に平行に離間しながら桁行方向に延在するように配置した複数の屋根母屋とを備え、
前記複数の垂木と前記複数の屋根母屋の一方を前記溝型鋼とし、これら溝型鋼に前記建材保持部材を装着し、隣接する一対の溝型鋼の間に配置した屋根下地材の両端部を前記建材保持部材で保持するようにしたことを特徴とする屋根構造。
A roof structure using the building material holding member according to any one of claims 1 to 9,
A plurality of rafters arranged in parallel with each other with a gradient, and a plurality of roof purlins arranged in the upper or lower part of the rafters so as to extend in the sparge direction while being spaced apart in parallel to the eave building direction ,
One of the plurality of rafters and the plurality of roof purlins is the groove steel, the building material holding member is mounted on the groove steel, and both ends of the roof base material disposed between adjacent pair of the groove steel are the building materials. A roof structure characterized by being held by a holding member.
請求項1から9の何れか1項の建材保持部材を使用した壁構造であって、
上下方向に延在しながら互いに水平方向に平行に配置されている複数の間柱と、互いに上下方向に離間しながら前記複数の間柱に固定されている複数の胴縁とを備え、
前記複数の間柱と前記複数の胴縁の一方を前記溝型鋼とし、これら溝型鋼に前記建材保持部材を装着し、隣接する一対の溝型鋼の間に配置した壁下地材の両端部を前記建材保持部材で保持するようにしたことを特徴とする壁構造。
A wall structure using the building material holding member according to any one of claims 1 to 9,
A plurality of studs extending in the vertical direction and arranged parallel to each other in the horizontal direction, and a plurality of trunk edges fixed to the plurality of studs while being spaced apart from each other in the vertical direction,
One of the plurality of studs and the plurality of trunk edges is the groove steel, the building material holding member is attached to the groove steel, and both end portions of the wall base material disposed between a pair of adjacent groove steels are the building material. A wall structure characterized by being held by a holding member.
JP2007289846A 2007-11-07 2007-11-07 Building material holding member, roof structure and wall structure using the same Active JP4563439B2 (en)

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