JP5128249B2 - Fireproof structure for the eaves - Google Patents

Fireproof structure for the eaves Download PDF

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JP5128249B2
JP5128249B2 JP2007302690A JP2007302690A JP5128249B2 JP 5128249 B2 JP5128249 B2 JP 5128249B2 JP 2007302690 A JP2007302690 A JP 2007302690A JP 2007302690 A JP2007302690 A JP 2007302690A JP 5128249 B2 JP5128249 B2 JP 5128249B2
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fireproof
plate
eaves
refractory
wall
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JP2009127269A (en
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敬史 石原
学 園部
仁志 寺沢
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Asahi Kasei Homes Corp
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本発明は、建物屋根の軒裏下方の耐火外壁面に軒裏天井板を設けた軒裏用耐火構造に関するものである。   The present invention relates to a fireproof structure for the back of an eave, in which an eaves back ceiling plate is provided on a fireproof outer wall surface below the eaves of a building roof.

従来の軒裏用耐火構造としては、特開2001−020408号公報(特許文献1)に記載されたように、建物屋根の軒裏下方の外壁面に耐火軒裏天井板を設けたものがある。また、特許第3898831号公報(特許文献2)に記載されたように、建物屋根の軒裏下方の軒天材を2枚重ねて耐火性能を向上させるものもある。   As a conventional fireproof structure for the eaves, there is a structure in which a fireproof eaves back ceiling board is provided on the outer wall surface below the eaves of the building roof as described in Japanese Patent Laid-Open No. 2001-020408 (Patent Document 1). . In addition, as described in Japanese Patent No. 3898831 (Patent Document 2), there are some which improve the fire resistance performance by stacking two eave roof materials below the eaves of the building roof.

特開2001−020408号公報JP 2001-020408 A 特許第3898831号公報Japanese Patent No. 3898831

しかしながら、前述の従来例では、耐火軒裏天井板は水平に掛け渡して両端部で支持する構成から軽量化のために板厚が小さくなり強度が弱く、外力に対して破損し易いため壊れた場合には耐火性能を発揮できないといった問題があった。また、耐火軒裏天井板を2重に重ねた場合、重量が大きくなり、水平支持構造が大型化するといった問題がある。   However, in the above-described conventional example, the refractory eaves back ceiling plate is horizontally stretched and supported at both ends, so the plate thickness is reduced for weight reduction, the strength is weak, and it is broken because it is easily damaged by external force. In some cases, there was a problem that the fireproof performance could not be exhibited. Moreover, when a fireproof eaves back ceiling board is piled up twice, there exists a problem that a weight will become large and a horizontal support structure will enlarge.

本発明は前記課題を解決するものであり、その目的とするところは、耐火軒裏天井板が破損されたとしても完全な耐火性能を発揮し得る軒裏用耐火構造を提供せんとするものである。   The present invention solves the above-mentioned problems, and its object is to provide a fireproof structure for the eaves that can exhibit complete fireproof performance even if the ceiling plate of the fireproof eaves is damaged. is there.

前記目的を達成するための本発明に係る軒裏用耐火構造の第1の構成は、建物屋根の軒裏下方に、前記屋根を支持する梁と、耐火外壁板とを有し、該耐火外壁板の外壁面に軒裏天井板を設けた軒裏用耐火構造において、前記耐火外壁板の上端と、前記建物屋根の軒裏との間に、前記梁よりも前記耐火外壁板の外壁面側で、前記耐火外壁板に連続する耐火板を設け、前記耐火板は、前記梁に形成された貫通孔に挿入される部材によって前記梁に締結された耐火板受部に取り付けられており、前記耐火板受部は、前記梁の前記耐火外壁板の外壁面側からのみで前記梁に固定されていることを特徴とする。 The first configuration of the eaves back refractory structure according to the present invention for achieving the above object has the soffit below the building roof, a beam for supporting the roof, and a refractory outer wall plate, said refractory outer wall In the fireproof structure for the eaves back, in which an eaves ceiling plate is provided on the outer wall surface of the board, the outer wall side of the fireproof outer wall plate from the beam between the upper end of the fireproof outer wall plate and the eaves back of the building roof In the fireproof outer wall plate, a continuous fireproof plate is provided , and the fireproof plate is attached to a fireproof plate receiving portion fastened to the beam by a member inserted into a through hole formed in the beam, The fireproof plate receiving portion is fixed to the beam only from the outer wall surface side of the fireproof outer wall plate of the beam .

また、本発明に係る軒裏用耐火構造の第2の構成は、前記第1の構成において、前記耐火板は、前記耐火外壁板と同一の素材で同一厚さで構成されたことを特徴とする。 Further, the second configuration of the fireproof structure for eaves according to the present invention is characterized in that, in the first configuration, the fireproof plate is made of the same material and the same thickness as the fireproof outer wall plate. And

また、本発明に係る軒裏用耐火構造の第3の構成は、前記第1、第2の構成において、前記軒裏天井板は、耐火軒裏天井板であることを特徴とする。   Moreover, the 3rd structure of the fireproof structure for eaves back which concerns on this invention is a fireproof eaves back ceiling board in the said 1st, 2nd structure, The said eaves back ceiling board is characterized by the above-mentioned.

本発明に係る軒裏用耐火構造の第1の構成によれば、耐火外壁面の上端と、建物屋根の軒裏との間に設けた耐火板により、耐火軒裏天井板に耐火性がなくとも、建築基準法、住宅の品質確保の促進等に関する法律に定める仕様規準を満足することが出来る。さらに、耐火板を建物の梁に外壁面側からのみで固定出来ることで、簡単な作業で既存建物にも後付することが出来る。 According to the first configuration of the fireproof structure for the eaves according to the present invention, the fireproof eaves roof ceiling board has no fire resistance due to the fireproof plate provided between the upper end of the fireproof outer wall surface and the eaves of the building roof. Both can satisfy the specification standards stipulated in the Building Standards Law and the law on promotion of ensuring the quality of houses. Furthermore, since the fireproof plate can be fixed to the beam of the building only from the outer wall surface side, it can be retrofitted to an existing building with a simple operation.

また、本発明に係る軒裏用耐火構造の第2の構成によれば、耐火板を耐火外壁面を構成する耐火外壁板と同一の素材で同一厚さで構成することで外壁と同程度の耐火性能を得ることが出来る。   Moreover, according to the 2nd structure of the fireproof structure for eaves back which concerns on this invention, it is comparable as an outer wall by comprising a fireproof board with the same material and the same thickness as the fireproof outer wall board which comprises a fireproof outer wall surface. Fire resistance can be obtained.

また、本発明に係る軒裏用耐火構造の第3の構成によれば、軒裏天井板を耐火軒裏天井板としたことで、該耐火軒裏天井板と、耐火外壁面の上端と建物屋根の軒裏との間に設けた耐火板とにより耐火を2重の構造とすることが出来る。   Moreover, according to the 3rd structure of the fireproof structure for eaves back which concerns on this invention, the eaves back ceiling board was made into the fireproof eaves back ceiling board, this fireproof eaves back ceiling board, the upper end of a fireproof outer wall surface, and a building A fireproof plate provided between the roof eaves of the roof and a fireproof double structure.

図により本発明に係る軒裏用耐火構造の一実施形態を具体的に説明する。図1は本発明に係る軒裏用耐火構造の第1実施形態の構成を示す断面説明図、図2は耐火板を建物の鉄骨梁に外壁側から固定する様子を示す分解斜視図、図3は耐火板受金具Aの分解斜視図、図4は本発明に係る軒裏用耐火構造の第2実施形態の構成を示す断面説明図、図5は本発明に係る軒裏用耐火構造の第2実施形態の構成を示す分解斜視図、図6は耐火板受金具Bを梁に取り付けた様子を示す断面説明図、図7は耐火板受金具Bの構成を示す三面図、図8及び図9は本発明に係る軒裏用耐火構造の他の構成を示す断面説明図、図10は耐火板受金具A,Bを梁に取り付けた様子を示す分解斜視図である。   An embodiment of a fireproof structure for eaves according to the present invention will be specifically described with reference to the drawings. FIG. 1 is a cross-sectional explanatory view showing the configuration of the first embodiment of the fireproof structure for the eaves according to the present invention, FIG. 2 is an exploded perspective view showing how the fireproof plate is fixed to the steel beam of the building from the outer wall side, FIG. Fig. 4 is an exploded perspective view of the fireproof plate bracket A, Fig. 4 is a cross-sectional explanatory view showing the configuration of the second embodiment of the eaves-side fireproof structure according to the present invention, and Fig. 5 is the first view of the eaves-side fireproof structure according to the present invention. 6 is an exploded perspective view showing the configuration of the second embodiment, FIG. 6 is a cross-sectional explanatory view showing a state in which the refractory plate bracket B is attached to the beam, FIG. 7 is a three-view diagram showing the configuration of the refractory plate bracket B, FIG. 9 is a cross-sectional explanatory view showing another structure of the fireproof structure for the eaves according to the present invention, and FIG. 10 is an exploded perspective view showing a state in which the fireproof plate brackets A and B are attached to the beam.

図1及び図4は、所定の勾配で傾斜した建物屋根1の軒裏1a下方の耐火外壁面を構成する軽量気泡コンクリート(ALC)耐火外壁板2に耐火軒裏天井板12を設けた軒裏用耐火構造を示す。耐火外壁面を構成する耐火外壁板2の上端と、建物屋根1の軒裏1aとの間には軒裏用耐火板3が設けられる。   1 and 4 show the eaves back provided with a fireproof eaves back ceiling plate 12 on a lightweight cellular concrete (ALC) fireproof outer wall plate 2 constituting the fireproof outer wall surface below the eaves back 1a of the building roof 1 inclined at a predetermined gradient. The fireproof structure is shown. Between the upper end of the refractory outer wall plate 2 constituting the refractory outer wall surface and the eaves back 1a of the building roof 1, an eaves refractory plate 3 is provided.

軒裏用耐火板3は耐火外壁面を構成する耐火外壁板2と同一の軽量気泡コンクリート(ALC)の素材で同一厚さで構成され、耐火板受金具A,Bにより建物の鉄骨梁4に外壁側からのみで固定される。   The refractory plate 3 for the eaves is made of the same lightweight cellular concrete (ALC) material as the refractory outer wall plate 2 constituting the refractory outer wall surface, and has the same thickness, and is attached to the steel beam 4 of the building by the refractory plate brackets A and B. It is fixed only from the outer wall side.

図1及び図4において、建物屋根1の軒裏1aには、最上階の軽量気泡コンクリート(ALC)からなる耐火外壁板2の上部に連続して軽量気泡コンクリート(ALC)からなる軒裏用耐火板3が屋根1を支持する鉄骨梁4に取り付けられている。   In FIG. 1 and FIG. 4, the eaves back 1 a of the building roof 1 is continuously fire-resistant for eaves made of lightweight cellular concrete (ALC) on the top of the fire-resistant outer wall plate 2 made of lightweight cellular concrete (ALC) on the top floor. A plate 3 is attached to a steel beam 4 that supports the roof 1.

図1〜図3に示す耐火板受金具Aは、鉄骨梁4のウエブ4aに設けられた貫通穴4a1の外径よりも長尺で且つ該ウエブ4aの高さよりも短尺な一対の平板5とL型板6とを有して構成され、本実施形態のL型板6の起立片6aに設けられた耐火板受部は、該起立片6aから更に直角に折り曲げた耐火板受片6bを有して全体が断面Z字形状で構成されている。尚、耐火板受片6bを起立片6aからボルト挿通孔6c1が設けられる固定片6c側に折り曲げて全体を断面コ字形状で構成することも出来る。尚、ボルトナットでウエブ4aに耐火板受金具Aを固定する際、作業スペースを取り易くするためには、断面Z字型の方が好ましい。   1 to 3 includes a pair of flat plates 5 that are longer than the outer diameter of the through hole 4a1 provided in the web 4a of the steel beam 4 and shorter than the height of the web 4a. The refractory plate receiving portion provided on the standing piece 6a of the L-shaped plate 6 of the present embodiment is configured to further include a refractory plate receiving piece 6b bent at a right angle from the rising piece 6a. And has a Z-shaped cross section as a whole. In addition, the refractory plate receiving piece 6b can be bent from the upright piece 6a to the fixed piece 6c side where the bolt insertion hole 6c1 is provided, and the whole can be configured in a U-shaped cross section. In addition, when fixing the fire-resistant plate bracket A to the web 4a with a bolt and nut, a Z-shaped cross section is preferable in order to make a work space easy.

平板5に設けられたボルト挿通孔5bの中心から該平板5の一端5aまでの長さは、鉄骨梁4のウエブ4aの高さ方向の中心から鉄骨梁4の下フランジ4cの上面までの長さに設定される。   The length from the center of the bolt insertion hole 5b provided in the flat plate 5 to the one end 5a of the flat plate 5 is the length from the center in the height direction of the web 4a of the steel beam 4 to the upper surface of the lower flange 4c of the steel beam 4. Is set.

L型板6の一端部には起立片6aと耐火板受片6bの一部を切り欠いた切欠部6dが設けられている。   At one end of the L-shaped plate 6, a notched portion 6 d is formed by notching a part of the standing piece 6 a and the refractory plate receiving piece 6 b.

耐火板受金具Aを鉄骨梁4のウエブ4aに取り付ける場合には、先ず、平板5のボルト挿通孔5bとL型板6のボルト挿通孔6c1に平板5側からボルト7を挿通し、該ボルト7にL型板6側からナット8を仮止めした状態で平板5の一端側を鉄骨梁4のウエブ4aの貫通穴4a1からウエブ4aの屋内側に挿入し、更に平板5の他端側を貫通穴4a1からウエブ4aの屋内側に挿入して平板5とL型板6との間にウエブ4aを配置する。このとき、平板5の下端5aを鉄骨梁4の下フランジ4cの上面に当接させる。   When attaching the refractory plate support A to the web 4a of the steel beam 4, first, the bolt 7 is inserted into the bolt insertion hole 5b of the flat plate 5 and the bolt insertion hole 6c1 of the L-shaped plate 6 from the flat plate 5 side. 7, with one end of the flat plate 5 inserted into the indoor side of the web 4a from the through hole 4a1 of the web 4a of the steel beam 4 with the nut 8 temporarily fixed from the L-shaped plate 6 side, and the other end of the flat plate 5 is further inserted The web 4 a is disposed between the flat plate 5 and the L-shaped plate 6 by being inserted into the indoor side of the web 4 a from the through hole 4 a 1. At this time, the lower end 5 a of the flat plate 5 is brought into contact with the upper surface of the lower flange 4 c of the steel beam 4.

そして、鉄骨梁4のウエブ4aに設けられた貫通穴4a1の周縁のウエブ4aを挟んだ両側に該貫通穴4a1の外径よりも長尺で且つ前記ウエブ4aの高さよりも短尺な一対の平板5とL型板6とを当接し、該平板5とL型板6のそれぞれの鉄骨梁4のウエブ4aの貫通穴4a1内の範囲に設けられたボルト挿通孔5b,6c1に挿通されるボルト7にナット8を螺合締結して該平板5とL型板6とを鉄骨梁4のウエブ4aを挟んで固定する。   A pair of flat plates that are longer than the outer diameter of the through hole 4a1 and shorter than the height of the web 4a on both sides of the web 4a at the periphery of the through hole 4a1 provided in the web 4a of the steel beam 4 5 and the L-shaped plate 6 are brought into contact with each other, and bolts to be inserted into bolt insertion holes 5b and 6c1 provided in a range in the through hole 4a1 of the web 4a of each steel beam 4 of the flat plate 5 and the L-shaped plate 6 A nut 8 is screwed to 7 and the flat plate 5 and the L-shaped plate 6 are fixed with the web 4 a of the steel beam 4 interposed therebetween.

図2に示すように、鉄骨梁4のウエブ4aの貫通穴4a1の周縁にそれぞれ取り付けた複数の耐火板受金具Aの耐火板受部となる耐火板受片6bに断面コ字形状の長尺部材9を渡して当接し、ドリルねじ10により固定する。そして、長尺部材9に軒裏用耐火板3をドリルねじ11により取り付ける。尚、鉄骨梁4のウエブ4aの屋内側に設けられる図示しない断熱板とウエブ4aとの間に空隙を設けてあればより好ましい。   As shown in FIG. 2, the fire-resistant plate receiving piece 6b which becomes the fire-resistant plate receiving portion of the plurality of fire-resistant plate receiving brackets A attached to the periphery of the through-hole 4a1 of the web 4a of the steel beam 4 is a long U-shaped cross section. The member 9 is passed and abutted and fixed by the drill screw 10. Then, the eaves back fireproof plate 3 is attached to the long member 9 with a drill screw 11. In addition, it is more preferable if a space is provided between a heat insulating plate (not shown) provided on the indoor side of the web 4a of the steel beam 4 and the web 4a.

尚、長尺部材9を省略して耐火板受金具Aの耐火板受片6bに直接、軒裏用耐火板3をドリルねじ11により取り付けることでも良い。   Alternatively, the elongate refractory plate 3 may be directly attached to the refractory plate receiving piece 6b of the refractory plate receiving bracket A with the drill screw 11 without the long member 9.

図4〜図7に示す第2実施形態では、鉄骨梁4のウエブ4aに貫通穴4a1がない場合や他の障害物があって貫通穴4a1が利用できない場合に、図4〜図6に示すように、鉄骨梁4の上下フランジ4b,4cに設けた一対の貫通孔4b1,4c1を利用して鉄骨梁4に取り付けることが出来る耐火板受金具Bを使用したものである。   In the second embodiment shown in FIGS. 4 to 7, the web 4 a of the steel beam 4 is shown in FIGS. 4 to 6 when there is no through hole 4 a 1 or when there is another obstacle and the through hole 4 a 1 cannot be used. As described above, the refractory plate bracket B that can be attached to the steel beam 4 using a pair of through holes 4b1 and 4c1 provided in the upper and lower flanges 4b and 4c of the steel beam 4 is used.

耐火板受金具Bは、図7に示すように、軒裏用耐火板3を取り付けるための箱型の耐火板受部21の両端部に軸部22,23が設けられており、一方の軸部22にリング状の係止部22aが設けられ、他方の軸部23にネジ部23aが設けられている。   As shown in FIG. 7, the fireproof plate bracket B is provided with shaft portions 22 and 23 at both ends of a box-type fireproof plate receiving portion 21 for attaching the fireproof plate 3 for the eaves back. The part 22 is provided with a ring-shaped locking part 22a, and the other shaft part 23 is provided with a screw part 23a.

そして、図6に示すように、ネジ部23aの耐火板受部21近傍の位置までナット24を螺合した状態で、鉄骨梁4の下フランジ4cの上面側から該下フランジ4cの貫通孔4c1内に一方の軸部23を挿入した後、鉄骨梁4の上フランジ4bの下面側から該上フランジ4bの貫通孔4b1内に他方の軸部22を挿入し、ナット24をネジ部23aに沿って下フランジ4c側に進行させ、軸部22の係止部22aを上フランジ4bの下面に当接係止すると共に、ナット24を下フランジ4cの上面に当接させて締結固定することが出来る。   Then, as shown in FIG. 6, with the nut 24 screwed to a position near the fireproof plate receiving portion 21 of the screw portion 23a, the through hole 4c1 of the lower flange 4c is formed from the upper surface side of the lower flange 4c of the steel beam 4. After inserting one shaft portion 23 in the inside, the other shaft portion 22 is inserted into the through hole 4b1 of the upper flange 4b from the lower surface side of the upper flange 4b of the steel beam 4, and the nut 24 is moved along the screw portion 23a. The locking portion 22a of the shaft portion 22 is brought into contact with and locked to the lower surface of the upper flange 4b, and the nut 24 is brought into contact with the upper surface of the lower flange 4c to be fastened and fixed. .

このように、耐火板受金具Bの軒裏用耐火板3を取り付けるための耐火板受部21の両端部に設けられた軸部22,23が、鉄骨梁4の上下フランジ4b,4cに設けられた一対の貫通孔4b1,4c1にそれぞれ挿入され、一方の軸部22に設けられた係止部22aが一方のフランジである上フランジ4bの内面に係止されると共に、他方の軸部23に設けられたネジ部23aに螺合されたナット24が他方のフランジである下フランジ4cの内面に当接係止されて固定される。   As described above, the shaft portions 22 and 23 provided at both ends of the fireproof plate receiving portion 21 for attaching the fireproof plate 3 for the eaves of the fireproof plate receiving bracket B are provided on the upper and lower flanges 4b and 4c of the steel beam 4. The engaging portions 22a inserted into the pair of through holes 4b1 and 4c1 and provided on one shaft portion 22 are engaged with the inner surface of the upper flange 4b, which is one flange, and the other shaft portion 23 is inserted. A nut 24 screwed into a screw portion 23a provided on the inner surface of the lower flange 4c is abutted and locked to the inner surface of the lower flange 4c.

そして、前記実施形態と同様に、鉄骨梁4の上下フランジ4b,4cに渡して取り付けた複数の耐火板受金具Bの耐火板受部21に長尺部材9を渡してドリルねじ10により固定し、該長尺部材9に軒裏用耐火板3をドリルねじ11により取り付けることが出来る。尚、長尺部材9を省略して耐火板受金具Bの耐火板受部21に直接、軒裏用耐火板3をドリルねじ11により取り付けることでも良い。   In the same manner as in the above-described embodiment, the long member 9 is passed to the fireproof plate receiving portions 21 of the plurality of fireproof plate receiving brackets B attached to the upper and lower flanges 4b and 4c of the steel beam 4 and fixed by the drill screw 10. The eaves-side fireproof plate 3 can be attached to the long member 9 with a drill screw 11. Alternatively, the elongate fireproof plate 3 may be directly attached to the fireproof plate receiving portion 21 of the fireproof plate receiving bracket B by the drill screw 11 without the long member 9.

鉄骨梁4の上面より低い位置にベランダを設ける場合、ベランダの床面は一般の床パネルの床面よりも低い位置に設定されているため、図6に示すように、ベランダ床の落とし込み用アングル材25に干渉しないように軸部22の長さが適宜設定される。また、耐火板受金具AのL型板6に設けた切欠部6dも同様にベランダ床の落とし込み用アングル材25に干渉しないために形成したものである。   When the veranda is provided at a position lower than the upper surface of the steel beam 4, the floor surface of the veranda is set at a position lower than the floor surface of a general floor panel. Therefore, as shown in FIG. The length of the shaft portion 22 is appropriately set so as not to interfere with the material 25. Similarly, the notch 6d provided in the L-shaped plate 6 of the refractory plate bracket A is formed so as not to interfere with the dropping angle member 25 on the veranda floor.

図8及び図9は水平な建物屋根1から鉄骨梁31により支持された軽量気泡コンクリート(ALC)からなる耐火鼻隠し板32が垂下され、該耐火鼻隠し板32の下部と耐火外壁板2との上部との間で耐火軒裏天井板12が水平に支持されたものである。本実施形態においても軒裏用耐火板3が耐火板受金具A,Bにより鉄骨梁4に外壁側からのみで固定することが出来る。他の構成は、前記実施形態と同様に構成され、同様な効果を有するものである。   8 and 9, a fireproof nose concealment plate 32 made of lightweight cellular concrete (ALC) supported by a steel beam 31 from a horizontal building roof 1 is suspended, and the lower part of the fireproof nose concealment plate 32 and the fireproof outer wall plate 2 The refractory eaves back ceiling board 12 is supported horizontally between the upper part. Also in the present embodiment, the eaves-back refractory plate 3 can be fixed to the steel beam 4 only from the outer wall side by the refractory plate receiving brackets A and B. Other configurations are the same as those in the above embodiment, and have the same effects.

図10は鉄骨梁4に対して耐火板受金具A,Bを適宜選択的に取り付け、長尺部材9を省略して耐火板受金具AのL型板6の起立片6aに接続された耐火板受片6b及び耐火板受金具Bの耐火板受部21に直接、軒裏用耐火板3をドリルねじ11により取り付けた一例である。   FIG. 10 shows that the fireproof plate brackets A and B are selectively attached to the steel beam 4 appropriately, the long member 9 is omitted, and the fireproof plate 6a of the fireproof plate bracket A connected to the upright piece 6a. This is an example in which the fireproof plate 3 for the eaves back is directly attached to the fireproof plate receiving portion 21 of the plate receiving piece 6b and the fireproof plate receiving bracket B by the drill screw 11.

上記構成によれば、耐火外壁面を構成する耐火外壁板2の上端と、建物屋根1の軒裏1aとの間に設けた軒裏用耐火板3により、耐火軒裏天井板12が破損されたとしても、建築基準法、住宅の品質確保の促進等に関する法律に定める仕様規準を満足することが出来る。   According to the above configuration, the refractory eaves roof ceiling plate 12 is damaged by the eaves-retaining fire plate 3 provided between the upper end of the fire-resistant outer wall plate 2 constituting the fire-resistant outer wall surface and the eaves back 1 a of the building roof 1. Even so, it can satisfy the specification standards stipulated in the Building Standards Law and the Law on Promotion of Housing Quality Assurance.

また、軒裏用耐火板3を耐火外壁面を構成する耐火外壁板2と同一の素材で同一厚さで構成することで同程度の耐火性能を得ることが出来る。   Further, the fireproof plate 3 for the eaves can be made of the same material and with the same thickness as the fireproof outer wall plate 2 constituting the fireproof outer wall surface, so that the same level of fire resistance can be obtained.

また、軒裏天井板を耐火軒裏天井板12としたことで、該耐火軒裏天井板12と、耐火外壁面を構成する耐火外壁板2の上端と建物屋根1の軒裏1aとの間に設けた軒裏用耐火板3とにより2重耐火構造とすることが出来る。   Moreover, since the eaves back ceiling board is the fireproof eaves back ceiling board 12, the fireproof eaves back ceiling board 12, the upper end of the fireproof outer wall board 2 constituting the fireproof outer wall surface, and the eaves back 1a of the building roof 1 are arranged. A double fire-resistant structure can be formed by the eaves-back fire-resistant plate 3 provided on the eaves.

また、耐火板受金具A,Bを用いて軒裏用耐火板3を建物の鉄骨梁4に外壁側からのみで固定出来ることで、簡単な作業で既存建物にも後付することが出来る。   In addition, since the refractory plate 3 for the eaves can be fixed to the steel beam 4 of the building only from the outer wall side using the refractory plate fittings A and B, it can be retrofitted to an existing building with a simple operation.

本発明の活用例として、建物屋根の軒裏下方の耐火外壁面に軒裏天井板を設けた軒裏用耐火構造に適用出来る。   As an application example of the present invention, the present invention can be applied to a fireproof structure for the back of an eave, in which an eaves back ceiling plate is provided on the fireproof outer wall surface below the eaves of a building roof.

本発明に係る軒裏用耐火構造の第1実施形態の構成を示す断面説明図である。It is a section explanatory view showing the composition of a 1st embodiment of the fireproof structure for eaves back concerning the present invention. 耐火板を建物の鉄骨梁に外壁側から固定する様子を示す分解斜視図である。It is a disassembled perspective view which shows a mode that a fireproof board is fixed to the steel beam of a building from the outer wall side. 耐火板受金具Aの分解斜視図である。It is a disassembled perspective view of the refractory plate bracket A. 本発明に係る軒裏用耐火構造の第2実施形態の構成を示す断面説明図である。It is sectional explanatory drawing which shows the structure of 2nd Embodiment of the fireproof structure for eaves back which concerns on this invention. 本発明に係る軒裏用耐火構造の第2実施形態の構成を示す分解斜視図である。It is a disassembled perspective view which shows the structure of 2nd Embodiment of the fireproof structure for eaves back concerning this invention. 耐火板受金具Bを梁に取り付けた様子を示す断面説明図である。It is sectional explanatory drawing which shows a mode that the refractory board metal fitting B was attached to the beam. 耐火板受金具Bの構成を示す三面図である。3 is a three-sided view showing a configuration of a refractory plate bracket B. FIG. 本発明に係る軒裏用耐火構造の他の構成を示す断面説明図である。It is sectional explanatory drawing which shows the other structure of the fireproof structure for eaves back concerning this invention. 本発明に係る軒裏用耐火構造の他の構成を示す断面説明図である。It is sectional explanatory drawing which shows the other structure of the fireproof structure for eaves back concerning this invention. 耐火板受金具A,Bを梁に取り付けた様子を示す分解斜視図である。It is a disassembled perspective view which shows a mode that the fire-resistant plate brackets A and B were attached to the beam.

符号の説明Explanation of symbols

A,B…耐火板受金具
1…建物屋根
1a…軒裏
2…耐火外壁板
3…軒裏用耐火板
4…鉄骨梁
4a…ウエブ
4a1…貫通穴
4b,4c…上下フランジ
4b1,4c1…貫通孔
5…平板
5a…一端(下端)
5b…ボルト挿通孔
6…L型板
6a…起立片
6b…耐火板受片
6c…固定片
6c1…ボルト挿通孔
6d…切欠部
7…ボルト
8…ナット
9…長尺部材
10,11…ドリルねじ
12…耐火軒裏天井板
21…耐火板受部
22,23…軸部
22a…係止部
23a…ネジ部
24…ナット
31…鉄骨梁
32…耐火鼻隠し板
A, B ... Refractory plate bracket 1 ... Building roof 1a ... Eave back 2 ... Fire resistant outer wall plate 3 ... Fire proof plate for eaves back 4 ... Steel beam 4a ... Web
4a1 ... Through hole 4b, 4c ... Upper and lower flanges
4b1, 4c1 ... through hole 5 ... flat plate 5a ... one end (lower end)
5b ... Bolt insertion hole 6 ... L-shaped plate 6a ... Standing piece 6b ... Fireproof plate receiving piece 6c ... Fixed piece
6c1 ... Bolt insertion hole 6d ... Notch 7 ... Bolt 8 ... Nut 9 ... Long member
10, 11 ... Drill screw
12… Fireproof eaves back ceiling board
21 ... Fireproof plate receiving part
22, 23 ... Shaft
22a ... Locking part
23a ... Screw part
24 ... Nut
31 ... Steel beam
32 ... Fireproof nose cover

Claims (3)

建物屋根の軒裏下方に、前記屋根を支持する梁と、耐火外壁板とを有し、該耐火外壁板の外壁面に軒裏天井板を設けた軒裏用耐火構造において、
前記耐火外壁板の上端と、前記建物屋根の軒裏との間に、前記梁よりも前記耐火外壁板の外壁面側で、前記耐火外壁板に連続する耐火板を設け
前記耐火板は、前記梁に形成された貫通孔に挿入される部材によって前記梁に締結された耐火板受部に取り付けられており、
前記耐火板受部は、前記梁の前記耐火外壁板の外壁面側からのみで前記梁に固定されていることを特徴とする軒裏用耐火構造。
The soffit below the building roof, the beams supporting the roof, and a refractory outer wall plate, the eaves back refractory structure in which a soffit ceiling plate on the outer wall surface of the refractory wall panels,
Between the upper end of the fireproof outer wall plate and the eaves of the building roof, on the outer wall surface side of the fireproof outer wall plate from the beam, a fireproof plate continuous to the fireproof outer wall plate is provided ,
The refractory plate is attached to a refractory plate receiving portion fastened to the beam by a member inserted into a through hole formed in the beam.
The eaves-side fireproof structure , wherein the fireproof plate receiving part is fixed to the beam only from the outer wall surface side of the fireproof outer wall plate of the beam .
前記耐火板は、前記耐火外壁板と同一の素材で同一厚さで構成されたことを特徴とする請求項1に記載の軒裏用耐火構造。 The fireproof structure for the eaves according to claim 1 , wherein the fireproof plate is made of the same material as the fireproof outer wall plate and has the same thickness. 前記軒裏天井板は、耐火軒裏天井板であることを特徴とする請求項1または請求項2に記載の軒裏用耐火構造。   The fireproof structure for an eaves according to claim 1 or 2, wherein the eaves roof ceiling board is a fireproof eaves back ceiling board.
JP2007302690A 2007-11-22 2007-11-22 Fireproof structure for the eaves Active JP5128249B2 (en)

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JP6180915B2 (en) * 2013-12-13 2017-08-16 倉敷紡績株式会社 Incombustible ventilation material
JP6403535B2 (en) * 2014-10-16 2018-10-10 トヨタホーム株式会社 Attic structure of apartment house

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JPH06299647A (en) * 1993-04-13 1994-10-25 Natl House Ind Co Ltd Support structure for eave soffit panel
JPH08189107A (en) * 1994-12-30 1996-07-23 Shin Kensetsu Kk Metal fittings of board for steel skeleton beam
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