JP5939443B2 - Reinforced structure of sloped roof - Google Patents

Reinforced structure of sloped roof Download PDF

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JP5939443B2
JP5939443B2 JP2012262068A JP2012262068A JP5939443B2 JP 5939443 B2 JP5939443 B2 JP 5939443B2 JP 2012262068 A JP2012262068 A JP 2012262068A JP 2012262068 A JP2012262068 A JP 2012262068A JP 5939443 B2 JP5939443 B2 JP 5939443B2
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steel
wooden
roof
rafter
sloped roof
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JP2014105567A (en
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伸治 宇都宮
伸治 宇都宮
土方 和己
和己 土方
和輝 岡村
和輝 岡村
武真 松本
武真 松本
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Sekisui House Ltd
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この発明は、木造建物の勾配屋根の補強構造に関し、特に建物本体周りのピロティやアルコーブ等の付帯空間上方を覆う屋根部を補強するための構造に係る。   The present invention relates to a reinforcing structure for a sloped roof of a wooden building, and particularly relates to a structure for reinforcing a roof part covering an upper part of an incidental space such as a piloti or an alcove around a building body.

従来より、木造軸組住宅の勾配屋根として、登り梁や束によって母屋を支持するとともに、それら母屋によって垂木を支持した構造のものが知られている(例えば、特許文献1参照)。   2. Description of the Related Art Conventionally, as a sloped roof of a wooden framed house, a structure in which a purlin is supported by climbing beams and bundles and a rafter is supported by these purlins is known (for example, see Patent Document 1).

図8及び図9に示すように、このような勾配屋根50の桁行方向の端部付近に位置する屋根部51によって、住宅本体H周りに設けたピロティやアルコーブ等の付帯空間Sの上方を覆う場合、屋根部51を妻面(破風面)側から見たときに(矢印で図示する方向から見たときに)、その軒裏面において勾配方向に沿った段差52が生じてしまうことから、見栄えが悪いといった不具合があった。すなわち、図10に示すように、屋根部51のけらば部分53は、薄肉ですっきりとしているのに対して、けらば部分53よりも奥側の部分は、登り梁54や母屋55が存在するために、けらば部分53よりも分厚くなっていて、これらの境界部分において勾配方向に沿った段差52が生じている。なお、図8乃至図10において、56は付帯空間Sに設けた柱体、57は軒桁、58は瓦、59は野地板、60は軒裏板、61は垂木、62はけらば垂木を示している。   As shown in FIG. 8 and FIG. 9, the roof 51 located near the end of the sloped roof 50 in the row direction covers the upper part of the incidental space S such as a piloti or an alcove provided around the housing main body H. In this case, when the roof portion 51 is viewed from the end face (breaking wind surface) side (when viewed from the direction indicated by the arrow), a step 52 along the gradient direction is generated on the back surface of the eaves. There was a problem of being bad. That is, as shown in FIG. 10, the loose portion 53 of the roof portion 51 is thin and clear, whereas the climbing beam 54 and the purlin 55 exist in the portion on the back side of the loose portion 53. For this reason, it is thicker than the portion 53, and a step 52 along the gradient direction occurs at these boundary portions. 8 to 10, 56 is a column provided in the incidental space S, 57 is an eaves girder, 58 is a roof tile, 59 is a field board, 60 is an eaves back board, 61 is a rafter, and 62 is a rafter. Show.

勾配屋根50の屋根部51において、登り梁54及び母屋55を廃止することができれば、屋根部51を妻面(破風面)側から見たときに、その軒裏面において勾配方向に沿った段差52をなくすことができ、軒裏面が破風面から奥側へ向かって面一に連続することになって、軽やかですっきりとした外観とすることができる。   If the climbing beam 54 and the main building 55 can be eliminated in the roof portion 51 of the sloped roof 50, when the roof portion 51 is viewed from the end face (windbreak surface) side, a step 52 along the slope direction on the back surface of the eaves. The back side of the eaves is continuous from the windbreak surface to the back side, making it a light and clean appearance.

特開2001−90242号公報JP 2001-90242 A

しかしながら、下方が付帯空間となっている屋根部において、登り梁及び母屋を廃止すると、屋根部の剛性が著しく低下して、鉛直荷重や水平荷重に対する抵抗力が弱くなるといった不具合があった。屋根部の剛性を良好に維持するためには、垂木の配置間隔を非常に密にする(例えば、勾配方向に3m母屋なしの垂木架構を計画した場合、積雪を考慮すると垂木を50mm間隔で配置する)必要があるが、この場合、特にけらば部分の構成ができなくなって(けらば垂木の安定した張り出しが難しくなって)、施工が困難になるといった不具合があった。   However, if the climbing beam and the main building are abolished in the roof part where the lower part is an ancillary space, there is a problem that the rigidity of the roof part is remarkably lowered and the resistance to vertical load and horizontal load is weakened. In order to maintain the rigidity of the roof well, the arrangement interval of rafters should be very close (for example, when a rafter frame without a 3m purlin is planned in the gradient direction, rafters are arranged at intervals of 50 mm in consideration of snow cover. However, in this case, there is a problem that the construction of the portion becomes difficult (the stable overhanging of the rafter becomes difficult) and the construction becomes difficult.

この発明は、上記の不具合を解消して、建物本体周りのピロティやアルコーブ等の付帯空間上方を覆う屋根部において、登り梁及び母屋を廃止しても剛性を良好に維持できるようにして、屋根部の意匠性を向上することができる勾配屋根の補強構造の提供を目的とする。   This invention solves the above problems, and in the roof part covering the upper part of the incidental space such as the piloti and alcove around the building body, the rigidity can be maintained well even if the climbing beam and the main building are eliminated, and the roof It aims at providing the reinforcement structure of the gradient roof which can improve the designability of a part.

上記課題を解決するため、この発明の勾配屋根の補強構造は、木造建物の勾配屋根1における建物本体H周りの付帯空間S上方を覆う屋根部2において、登り梁10及び母屋11を廃止して、勾配方向に間隔をあけて配された木製横架材12間に、桁行方向に間隔をあけて複数の木製垂木13を架け渡すとともに、これら木製垂木13に添わせるようにして複数の鋼製補強材14を架け渡して、木製垂木13と鋼製補強材14とを連結し、且つ、鋼製補強材14を木製横架材12に接合金具20を介して緊結したことを特徴とする。   In order to solve the above-mentioned problem, the slope roof reinforcing structure of the present invention eliminates the climbing beam 10 and the main building 11 in the roof portion 2 covering the space S around the building body H in the sloped roof 1 of the wooden building. In addition, a plurality of wooden rafters 13 are bridged between wooden horizontal members 12 arranged at intervals in the gradient direction with a gap in the row direction, and a plurality of steel made so as to follow these wooden rafters 13. The reinforcing member 14 is bridged, the wooden rafter 13 and the steel reinforcing member 14 are connected, and the steel reinforcing member 14 is fastened to the wooden horizontal member 12 via a joint fitting 20.

また、前記の屋根部2のけらば部分3においては、最側端の木製垂木13Aの両側面に沿って第1及び第2の鋼製補強材14A、14Bを配置するとともに、最側端の木製垂木13Aに隣接する木製垂木13Bの一側面に沿って第3の鋼製補強材14Cを配置して、互いに対向する第2の鋼製補強材14Bと第3の鋼製補強材14Cとの間に、複数の鋼製控え材30を勾配方向に間隔をあけて差し渡して、これら鋼製控え材30の延長線上に沿って、第1の鋼製補強材14Aから複数の鋼製けらば腕木31を張り出させている。   Moreover, in the loose part 3 of the said roof part 2, while arrange | positioning the 1st and 2nd steel reinforcements 14A and 14B along the both sides | surfaces of the wooden rafter 13A of the outermost end, A third steel reinforcing member 14C is arranged along one side surface of the wooden rafter 13B adjacent to the wooden rafter 13A, and the second steel reinforcing member 14B and the third steel reinforcing member 14C facing each other are arranged. In the meantime, a plurality of steel retainers 30 are passed in a gradient direction at intervals, and along the extension lines of these steel retainers 30, a plurality of steel ladle braces from the first steel reinforcing material 14A. 31 is overhanging.

また、前記の木製垂木13の高さ寸法内に収まるようにして、鋼製補強材14、鋼製控え材30及び鋼製けらば腕木31を配置している。さらに、前記の鋼製けらば腕木31に、野地板16及び軒裏板17を固定するための木製けらば垂木32を取り付けている。さらにまた、前記の屋根部2は、勾配方向及び桁行方向の長さ寸法が1.5m以上となっている。   Further, the steel reinforcing member 14, the steel retainer 30, and the steel ladle 31 are arranged so as to be within the height dimension of the wooden rafter 13. Further, a wooden laver rafter 32 for fixing the field board 16 and the eaves back board 17 is attached to the steel ladle arm 31 described above. Furthermore, the roof part 2 has a length dimension of 1.5 m or more in the gradient direction and the row direction.

この発明の勾配屋根の補強構造では、付帯空間上方を覆う屋根部において、登り梁及び母屋を廃止しているので、屋根部を妻面(破風面)側から見たときに、その軒裏面において勾配方向に沿った段差をなくすことができ、軒裏面が破風面から奥側へ向かって面一に連続することになって、屋根部全体に亘って軽やかですっきりとした外観とすることができ、屋根部の意匠性を向上することができる。   In the reinforcing structure of the sloped roof according to the present invention, the climbing beam and the main building are abolished in the roof part covering the upper side of the incidental space. Steps along the gradient direction can be eliminated, and the back of the eaves will be flush from the windbreak surface to the back side, giving a light and clean appearance across the roof. The design of the roof portion can be improved.

しかも、木製垂木に添わせるようにして鋼製補強材を設けて、木製垂木と鋼製補強材とを連結し、且つ、鋼製補強材を木製横架材に接合金具を介して緊結することによって、屋根部全体を補強しているので、登り梁及び母屋を廃止しても、屋根部の剛性を良好に維持して、鉛直荷重及び水平荷重に対して効果的に抵抗することができ、けらば部分の施工も支障なく行うことができる。   In addition, a steel reinforcing material is provided so as to follow the wooden rafter, the wooden rafter and the steel reinforcing material are connected, and the steel reinforcing material is fastened to the wooden horizontal member via a joining bracket. By reinforced the entire roof part, even if the climbing beam and the main building are abolished, it can maintain the rigidity of the roof part well and can effectively resist vertical load and horizontal load, It is possible to perform the construction of the loose part without any trouble.

また、屋根部の中でも強度的に弱くなりがちなけらば部分において、鋼製控え材及び鋼製けらば腕木を追加してより強固に補強することで、屋根部の剛性をより一層高めることができる。   In addition, the rigidity of the roof part can be further enhanced by adding a steel retaining material and a steel brace arm and reinforcing it more firmly in the part of the roof part that tends to be weak in strength. it can.

さらに、鋼製補強材、鋼製控え材及び鋼製けらば腕木を、木製垂木の高さ寸法内に収まるように配置することで、屋根部の厚みを増大させることがなく、屋根部の軽やか感を損なわずに見栄えを良好に維持することができる。   Furthermore, by arranging the steel reinforcement, steel retaining material, and steel ladle arm so that it fits within the height dimension of the wooden rafters, the thickness of the roof is not increased and the roof is light. Good appearance can be maintained without impairing the feeling.

この発明の一実施形態に係る勾配屋根の屋根部の斜視図である。It is a perspective view of the roof part of the gradient roof which concerns on one Embodiment of this invention. 屋根部の縦断面図である。It is a longitudinal cross-sectional view of a roof part. 屋根部の骨組部分の施工手順を示す斜視図である。It is a perspective view which shows the construction procedure of the frame part of a roof part. 屋根部の骨組部分の平面図である。It is a top view of the frame part of a roof part. 鋼製補強材の軒桁への固定構造を示す図である。It is a figure which shows the fixation structure to the eaves girder of steel reinforcement. 屋根部のけらば部分の縦断面図である。It is a longitudinal cross-sectional view of the loose part of a roof part. 鋼製控え材及び鋼製けらば腕木の固定構造を示す図である。It is a figure which shows the fixing structure of a steel buckle and a steel brim bracelet. 従来の勾配屋根の屋根部の斜視図である。It is a perspective view of the roof part of the conventional gradient roof. 従来の屋根部の縦断面図である。It is a longitudinal cross-sectional view of the conventional roof part. 従来の屋根部のけらば部分の縦断面図である。It is a longitudinal cross-sectional view of the loose part of the conventional roof part.

以下、この発明の実施形態を図面に基づいて詳細に説明する。この発明の一実施形態に係る木造軸組住宅の勾配屋根1は、図1に示すように、住宅本体H周りに設けたピロティやアルコーブ等の付帯空間Sの上方を覆う屋根部2を備えている。屋根部2は、勾配屋根1の桁行方向の端部付近に位置していて、けらば部分3及び軒先部分4を有しており、付帯空間Sに設けた柱体5によって支持されている。この屋根部2の勾配方向及び桁行方向の長さ寸法は、ともに1.5m以上となっている。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. As shown in FIG. 1, the sloped roof 1 of a wooden frame house according to an embodiment of the present invention includes a roof portion 2 that covers an upper part of an incidental space S such as a piloti or an alcove provided around the housing body H. Yes. The roof portion 2 is located near the end of the sloped roof 1 in the direction of the traversing direction, has a loose portion 3 and an eaves portion 4, and is supported by a column body 5 provided in the incidental space S. The length dimension of the roof portion 2 in the gradient direction and the crossing direction is 1.5 m or more.

そして、屋根部2は、図2乃至図4に示すように、登り梁10及び母屋11が廃止されていて、勾配方向に間隔をあけて配された木製横架材である軒桁12間に、桁行方向に間隔をあけて複数の角材からなる木製垂木13が架け渡されるとともに、これら木製垂木13に添わせるようにして複数のリップ付き溝形鋼からなる鋼製補強材14が架け渡されている。一方、屋根部2を除いた勾配屋根1の大部分は、登り梁10及び母屋11を備えた一般的な構造となっている。なお、図2乃至図4において、15は瓦、16は野地板、17は軒裏板、18は軒先母屋、19は破風下地板を示している。   As shown in FIGS. 2 to 4, the roof portion 2 has a climbing beam 10 and a purlin 11 that are abolished, and between the eaves beams 12 that are wooden horizontal members arranged at intervals in the gradient direction. A wooden rafter 13 made of a plurality of square members is spanned at intervals in the direction of the beam, and a steel reinforcing member 14 made of a plurality of grooved steel pieces with lips is bridged so as to follow these wooden rafters 13. ing. On the other hand, most of the sloped roof 1 excluding the roof portion 2 has a general structure including climbing beams 10 and a purlin 11. 2 to 4, reference numeral 15 denotes a roof tile, 16 denotes a field board, 17 denotes an eaves back board, 18 denotes an eaves front purlin, and 19 denotes a windbreak base plate.

木製垂木13と鋼製補強材14とは、ビス又はボルト止めによって連結されて、一体化した状態となっている。具体的には、木製垂木13の側面と鋼製補強材14のウエブとが重ね合わされた状態で連結されている。   The wooden rafter 13 and the steel reinforcing member 14 are connected by screws or bolts and are in an integrated state. Specifically, the side surfaces of the wooden rafters 13 and the webs of the steel reinforcing members 14 are connected in a superimposed state.

また、鋼製補強材14は、図4に示すように、両端部(棟側端部及び軒側端部)が軒桁12に接合金具20を介して緊結されている。接合金具20は、図5に示すように、L字状の第1固定プレート21と、この第1固定プレート21から立ち上がった傾斜板状の第2固定プレート22とを備え、第1固定プレート21を軒桁12にボルト23によって固定して、第2固定プレート22を鋼製補強材14の取付プレート24にボルト25によって固定することで、鋼製補強材14が軒桁12に強固に固定されている。   Further, as shown in FIG. 4, the steel reinforcing material 14 has both end portions (a ridge side end portion and an eaves side end portion) fastened to the eaves girder 12 via a joint fitting 20. As shown in FIG. 5, the joint fitting 20 includes an L-shaped first fixing plate 21 and an inclined plate-like second fixing plate 22 rising from the first fixing plate 21, and the first fixing plate 21. Is fixed to the eaves girder 12 by fixing the second fixing plate 22 to the mounting plate 24 of the steel reinforcement member 14 with bolts 25. ing.

そして、屋根部2のけらば部分3においては、図3、図4及び図6に示すように、最側端の木製垂木13Aの両側面に沿って第1及び第2の鋼製補強材14A、14Bが配置される(木製垂木13Aを両側から挟み込むように第1及び第2の鋼製補強材14A、14Bが配置される)とともに、最側端の木製垂木13Aに隣接する木製垂木13Bの妻面(破風面)側の一側面(最側端の木製垂木13Aに対向する側面)に沿って第3の鋼製補強材14Cが配置されている。   And in the loose part 3 of the roof part 2, as shown in FIG.3, FIG4 and FIG.6, 14A of 1st and 2nd steel reinforcements 14A along the both sides | surfaces of the wooden rafter 13A of the outermost end. , 14B (the first and second steel reinforcing members 14A, 14B are arranged so as to sandwich the wooden rafter 13A from both sides), and the wooden rafter 13B adjacent to the wooden rafter 13A at the outermost end A third steel reinforcing material 14C is arranged along one side surface (side surface facing the wooden rafter 13A at the outermost end) on the end face (breaking wind surface) side.

互いに対向する第2の鋼製補強材14Bと第3の鋼製補強材14Cとに間には、複数のリップ付き溝形鋼からなる鋼製控え材30が勾配方向に間隔をあけて差し渡され、これら鋼製控え材30の延長線上に沿って、第1の鋼製補強材14Aから複数のリップ付き溝形鋼からなる鋼製けらば腕木31が桁行方向に張り出されている。   Between the second steel reinforcing member 14B and the third steel reinforcing member 14C facing each other, a steel retaining member 30 made of a plurality of lip-shaped channel steels is provided at intervals in the gradient direction. Then, along the extension lines of these steel retainers 30, steel ladle arms 31 made of a plurality of lip-shaped channel steels are projected from the first steel reinforcing member 14A in the direction of the rows.

第2、第3の鋼製補強材14B、14Cと鋼製控え材30との連結は、図7に示すように、第2、第3の鋼製補強材14B、14Cの取付プレート24に、鋼製控え材30の両端部に固着した取付プレート40をボルト41によって固定することでなされている。また、第1の鋼製補強材14Aと鋼製けらば腕木31との連結は、第1の鋼製補強材14Aの取付プレート24に、鋼製けらば腕木31の一端部に固着した取付プレート42をボルト43によって固定することでなされている。さらに、鋼製けらば腕木31の取付プレート42、第1の鋼製補強材14Aの取付プレート24、第1の鋼製補強材14A、木製垂木13A、第2の鋼製補強材14B、第2の鋼製補強材14Bの取付プレート24を貫通する長尺ボルト44の先端にナット45を螺合して締め付けることで、鋼製けらば腕木31、第1の鋼製補強材14A、木製垂木13A、第2の鋼製補強材14B、鋼製控え材30が一体化した状態となっている。   As shown in FIG. 7, the connection between the second and third steel reinforcing members 14B and 14C and the steel retaining member 30 is connected to the mounting plates 24 of the second and third steel reinforcing members 14B and 14C. The mounting plate 40 fixed to both ends of the steel backing material 30 is fixed by bolts 41. Further, the connection between the first steel reinforcing member 14A and the steel ladle arm 31 is made by attaching the mounting plate 24 of the first steel reinforcing member 14A to the one end of the steel lamellar arm 31. 42 is fixed by a bolt 43. Furthermore, the mounting plate 42 of the brace 31 made of steel, the mounting plate 24 of the first steel reinforcing member 14A, the first steel reinforcing member 14A, the wooden rafter 13A, the second steel reinforcing member 14B, the second The steel bolt 31, the first steel reinforcing member 14A, and the wooden rafter 13A are obtained by screwing and tightening the nut 45 to the tip of the long bolt 44 that penetrates the mounting plate 24 of the steel reinforcing member 14B. The second steel reinforcing material 14B and the steel retaining material 30 are integrated.

また、鋼製けらば腕木31には、野地板16及び軒裏板17を固定するための木製けらば垂木32がビス又はボルト止めによって取り付けられて、一体化した状態となっている。具体的には、木製けらば垂木32の側面と鋼製けらば腕木31のウエブとが重ね合わされた状態で連結されている。   Further, a wooden laver rafter 32 for fixing the base plate 16 and the eaves back plate 17 is attached to the steel ladle 31 by screws or bolts and is in an integrated state. Specifically, the side surface of the rafter 32 made of wood and the web of the brace 31 made of steel are connected in a superposed state.

上記の鋼製補強材14、鋼製控え材30、鋼製けらば腕木31は、断面の大きさ及び形状が同一であって、木製垂木13の高さ寸法内に収まるようにして配置されていることから、これら鋼製補強材14、鋼製控え材30、鋼製けらば腕木31を設けて屋根部2を補強しても、屋根部2の厚みを増大させることはない。   The steel reinforcing member 14, the steel retainer 30, and the steel ladle arm 31 have the same cross-sectional size and shape and are arranged so as to be within the height dimension of the wooden rafter 13. Therefore, even if the steel reinforcing member 14, the steel retainer 30, and the steel ladle 31 are provided to reinforce the roof portion 2, the thickness of the roof portion 2 is not increased.

上記構成の屋根部2においては、登り梁10及び母屋11を廃止しているので、図1及び図6に示すように、屋根部2を妻面(破風面)側から見たときに(矢印で図示する方向から見たときに)、その軒裏面において勾配方向に沿った段差をなくすことができ、軒裏面が破風面から奥側へ向かって面一に連続することになって、屋根部2全体に亘って軽やかですっきりとした外観とすることができる。   Since the climbing beam 10 and the main building 11 are abolished in the roof portion 2 having the above-described configuration, as shown in FIGS. 1 and 6, when the roof portion 2 is viewed from the end face (windbreak surface) (arrow) (When viewed from the direction illustrated in FIG. 5), the steps along the gradient direction can be eliminated on the back surface of the eaves, and the back surface of the eaves is continuous from the windbreak surface to the back side. It is possible to have a light and clean appearance over the entire area.

しかも、木製垂木13に添わせるようにして鋼製補強材14を設けて、木製垂木13と鋼製補強材14とを連結し、且つ、鋼製補強材14の両端部を軒桁12に接合金具20を介して緊結することによって、屋根部2全体を補強するとともに、強度的に弱いけらば部分3においては、鋼製控え材30及び鋼製けらば腕木31を追加してより強固に補強しているので、登り梁10及び母屋11を廃止しても、勾配方向及び桁行方向の長さ寸法が1.5m以上ある屋根部2の剛性を良好に維持して、鉛直荷重及び水平荷重に対して効果的に抵抗することができる。   Moreover, a steel reinforcing member 14 is provided so as to follow the wooden rafter 13, the wooden rafter 13 and the steel reinforcing member 14 are connected, and both ends of the steel reinforcing member 14 are joined to the eaves girder 12. The roof portion 2 as a whole is reinforced by being tightened through the metal fittings 20, and the steel rod 30 and the steel rod 31 are added to the hardened portion 3 where the strength is weak. Therefore, even if the climbing beam 10 and the purlin 11 are abolished, the rigidity of the roof portion 2 having a length dimension of 1.5 m or more in the gradient direction and the crossing direction can be maintained well, and the vertical load and the horizontal load can be maintained. It can resist effectively.

以上に、この発明の実施形態について説明したが、この発明は、上記実施形態に限定されるものではなく、この発明の範囲内で種々変更して実施することが可能である。例えば、上記実施形態においては、最側端の木製垂木に対してのみ鋼製補強材を両側配置していたが、残りの木製垂木に対しても鋼製補強材を両側配置しても良い。また、付帯空間の上方を覆う屋根部としては、けらば部分及び軒先部分を有しているもの(軒先側及び破風側に開放した付帯空間の上方を覆うもの)に限らず、けらば部分を有さずに軒先部分を有しているもの(軒先側のみに開放した付帯空間の上方を覆うもの)、或いは、けらば部分を有していて軒先部分を有さないもの(破風側のみに開放した付帯空間の上方を覆うもの)であっても良い。   Although the embodiment of the present invention has been described above, the present invention is not limited to the above embodiment, and various modifications can be made within the scope of the present invention. For example, in the above embodiment, the steel reinforcements are arranged on both sides only for the wooden rafter at the outermost end, but the steel reinforcements may be arranged on both sides for the remaining wooden rafters. Moreover, as a roof part which covers the upper part of incidental space, it is not restricted to what has a crack part and the eaves part (It covers the upper part of the incidental space opened to the eaves side and the windbreak side), and a loose part is covered. Do not have eaves part (covering the upper part of the incidental space opened only on the eaves side), or do not have eaves part with flared parts (only on the breezes side) It may be one that covers the upper side of an open incidental space).

H・・住宅本体(建物本体)、S・・付帯空間、1・・勾配屋根、2・・屋根部、3・・けらば部分、10・・登り梁、11・・母屋、12・・軒桁(木製横架材)、13、13A、13B・・木製垂木、14、14A、14B、14C・・鋼製補強材、16・・野地板、17・・軒裏板、20・・接合金具、30・・鋼製控え材、31・・鋼製けらば腕木、32・・木製けらば垂木   H ・ ・ Housing body (building body), S ・ ・ Attachment space, 1 ・ Sloped roof, 2 ・ ・ Roof part, 3 ・ Karaba part, 10 ・ ・ Climbing beam, 11 ・ ・ Main building, 12 ・ ・Girder (wooden horizontal material), 13, 13A, 13B ... Wooden rafters, 14, 14A, 14B, 14C ... Steel reinforcements, 16 ... Field plate, 17 ... Eave back plate, 20 ... Joint fittings , 30 ··· Steel retaining material, 31 · · Steel lava brace, 32 · · Wooden lava rafter

Claims (4)

木造建物の勾配屋根(1)における建物本体(H)周りの付帯空間(S)上方を覆う屋根部(2)において、登り梁(10)及び母屋(11)を廃止して、勾配方向に間隔をあけて配された木製横架材(12)間に、桁行方向に間隔をあけて複数の木製垂木(13)を架け渡すとともに、これら木製垂木(13)に添わせるようにして複数の鋼製補強材(14)を架け渡して、木製垂木(13)と鋼製補強材(14)とを連結し、且つ、鋼製補強材(14)を木製横架材(12)に接合金具(20)を介して緊結した勾配屋根の補強構造であって、
前記の屋根部(2)のけらば部分(3)において、最側端の木製垂木(13A)の妻面側の面である一方の面に沿って第1の鋼製補強材(14A)を配置し、前記第1の鋼製補強材(14A)から桁行方向に複数の鋼製けらば腕木(31)を張り出させたことを特徴とする勾配屋根の補強構造。
In the roof part (2) covering the upper part of the incidental space (S) around the building body (H) in the sloped roof (1) of the wooden building, the climbing beam (10) and the main building (11) are abolished and are spaced in the slope direction A plurality of wooden rafters (13) are bridged between the wooden horizontal members (12) arranged with a gap in the direction of the direction of the rows, and a plurality of steel rafters (13) are attached to the wooden rafters (13). The steel reinforcing material (14) is bridged with the wooden rafter (13) and the steel reinforcing material (14), and the steel reinforcing material (14) is joined to the wooden horizontal material (12). 20) a reinforcing structure of a sloped roof tightly connected via
In the loose part (3) of the roof part (2), the first steel reinforcing member (14A) is provided along one surface which is the face side of the wooden rafter (13A) at the outermost end. A reinforcing structure for a sloped roof, which is arranged and has a plurality of steel ladle arms (31) projecting from the first steel reinforcement (14A) in the direction of the beam.
前記の屋根部(2)のけらば部分(3)において、最側端の木製垂木(13A)の前記一方の面の反対側の面である他方の面に沿って第2の鋼製補強材(14B)を配置するとともに、最側端の木製垂木(13A)に隣接する木製垂木(13B)の一側面に沿って第3の鋼製補強材(14C)を配置して、互いに対向する第2の鋼製補強材(14B)と第3の鋼製補強材(14C)との間に、複数の鋼製控え材(30)を勾配方向に間隔をあけて差し渡して、これら鋼製控え材(30)の延長線上に沿って、第1の鋼製補強材(14A)から複数の鋼製けらば腕木(31)を張り出させた請求項1記載の勾配屋根の補強構造。 In the loose portion (3) of the roof portion (2), a second steel reinforcing material is provided along the other surface which is the surface opposite to the one surface of the wooden rafter (13A) at the outermost end. (14B) and a third steel reinforcing member (14C) disposed along one side surface of the wooden rafter (13B) adjacent to the wooden rafter (13A) at the outermost end, and facing each other. A plurality of steel retentive materials (30) are passed in a gradient direction between the steel reinforcer (14B) and the third steel reinforcer (14C), and these steel retentive materials are provided. The reinforcing structure for a sloped roof according to claim 1, wherein a plurality of steel ladle arms (31) are projected from the first steel reinforcing member (14A) along an extension line of (30). 前記の木製垂木(13)の高さ寸法内に収まるようにして、鋼製補強材(14)、鋼製控え材(30)及び鋼製けらば腕木(31)を配置した請求項2記載の勾配屋根の補強構造。   The steel reinforcing material (14), the steel retaining material (30), and the steel ladle arm (31) are arranged so as to be within the height dimension of the wooden rafter (13). Reinforced structure of sloped roof. 前記の鋼製けらば腕木(31)に、野地板(16)及び軒裏板(17)を固定するための木製けらば垂木(32)を取り付けた請求項1乃至のいずれかに記載の勾配屋根の補強構造。 The steel verge bracket (31), sheathing (16) and Nokiuraban (17) according to any one of claims 1 to 3 fitted with wooden verge rafter (32) for securing the Reinforced structure of sloped roof.
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