JP7403749B2 - Water-cooled steel plate fire fence - Google Patents

Water-cooled steel plate fire fence Download PDF

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JP7403749B2
JP7403749B2 JP2020084095A JP2020084095A JP7403749B2 JP 7403749 B2 JP7403749 B2 JP 7403749B2 JP 2020084095 A JP2020084095 A JP 2020084095A JP 2020084095 A JP2020084095 A JP 2020084095A JP 7403749 B2 JP7403749 B2 JP 7403749B2
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龍夫 高橋
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株式会社高橋監理
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Description

本発明は、木造建物の延焼を防止するための防火塀に関するものである。 The present invention relates to a fire fence for preventing the spread of fire in wooden buildings.

従来、建物が密集した住宅地での火災現場において、火元周辺の建物への延焼を防止するため火元の住宅へ大量の水を放水すると共に、隣家への延焼を防ぐため隣家の建物にも水を放水して住宅を濡らすことで延焼を食い止めて来た。 Traditionally, at the scene of a fire in a residential area with densely populated buildings, large amounts of water are sprayed onto the house at the source of the fire to prevent the fire from spreading to the buildings in the vicinity of the fire, and at the same time water is sprayed onto neighboring buildings to prevent the fire from spreading to neighboring buildings. The fires were stopped from spreading by spraying water on houses to wet them.

ところが、火元の住宅に十分放水が届かず完全に延焼を防止できない場合や、さらに延焼を食い止めるために隣家に大量の水を放水したことで住宅内に水が浸入して室内が水浸しとなることもあった。 However, sometimes water cannot be completely prevented from spreading because the water does not reach the home where the fire started, or when a large amount of water is sprayed onto a neighbor's house to stop the spread of the fire, water seeps into the house and the interior becomes flooded. Sometimes it happened.

現在、延焼を防止する方法として実用化されているものに、建物そのものを防火壁として設計することにより延焼を防ぐ方法がある。この方法では延焼防止の信頼性は高くなるが建設コストが増大するといった問題があった。 One of the methods currently in practical use to prevent the spread of fire is to design the building itself as a firewall. This method increases the reliability of preventing the spread of fire, but has the problem of increasing construction costs.

また、近年では首都直下型地震や南海トラフ巨大地震が発生する可能性について頻繁に注意喚起がなされており、特に都市部では老朽化した木造住宅が密集している地域も多く、このような地域では巨大地震等による火災が発生する可能性が極めて高いため早急な対策が望まれている。 In addition, in recent years, warnings have been frequently issued regarding the possibility of an earthquake directly hitting the Tokyo metropolitan area or a mega-Nankai Trough earthquake.In particular, there are many areas in urban areas where old wooden houses are densely packed. Since there is an extremely high possibility that a fire will occur due to a huge earthquake, immediate countermeasures are needed.

本発明は、上記の問題点を解決するため、簡単な構造で木造建物への延焼を防止するための防火塀を提供することを課題とする。 SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, it is an object of the present invention to provide a fire prevention wall that has a simple structure and can prevent the spread of fire to a wooden building.

かかる課題を解決するため、請求項1に記載の発明は、隣家の火災から、木造建物を守るための防火塀において、木造建物の回りの地表面に木造建物を囲うようにH型鋼で形成したH型鋼土台のウェブ面を地表面と平行に設置し、前記H型鋼土台のウェブ面の上に、平板鋼板を角波形に成形した複数枚の角波形鋼板を、山谷が略鉛直方向に沿うように横並びに設置し、角波形鋼板の上部に、平板鋼板をコの字形に成形した笠木を被せて角波形鋼板を固定し、前記笠木の上部に貯水タンクを設置し、前記笠木の木造建物側に水を貯めるためコの字形に成形した防火水樋を取り付け、前記防火水樋の上部の木造建物の屋根上全体に、隣家の火災で発生した木板等の破片の落下による延焼を防ぐため防火金網を取り付け、さらに前記防火金網の上部にスプリンクラーを設置したことを特徴とする。In order to solve this problem, the invention according to claim 1 provides a fire prevention fence for protecting a wooden building from a fire caused by a neighboring house, which is formed of H-shaped steel on the ground surface around the wooden building so as to surround the wooden building. The web surface of the H-shaped steel foundation is installed parallel to the ground surface, and on the web surface of the H-shaped steel foundation, a plurality of rectangular corrugated steel plates formed from flat steel plates are placed so that the peaks and troughs are along the substantially vertical direction. The square corrugated steel plates are installed side by side , and the square corrugated steel plates are fixed by covering the top of the square corrugated steel plates with a cap made by forming a flat steel plate into a U-shape. A U-shaped fire gutter is installed to store water, and a fire gutter is installed on the entire roof of the wooden building above the fire gutter to prevent the spread of fire due to falling pieces of wood, such as wooden boards, from a fire in a neighboring house. The present invention is characterized in that a fireproof wire mesh is attached, and a sprinkler is further installed above the fireproof wire mesh.

請求項2に記載の発明は、請求項1に記載の構造に加え、防火水樋と笠木を一体型として構成するため、平板鋼板を概ね己型に折り曲げ防火水樋一体型笠木を形成したことを特徴とする。 The invention set forth in claim 2 provides, in addition to the structure set forth in claim 1, that in order to configure the fire protection water gutter and the cap as an integrated structure, the fire protection water gutter integrated cap is formed by bending a flat steel plate into approximately its own shape. It is characterized by

請求項3に記載の発明は、請求項1又は2に記載の構造に加え、隣家の火災により角波形鋼板が高温になるのを防ぐため、角波形鋼板の谷部に熱冷却用鋼管を固定し、貯水タンクの水を防火水樋を介して熱冷却用鋼管に貯水したことを特徴とする。 The invention according to claim 3, in addition to the structure according to claim 1 or 2, fixes a thermal cooling steel pipe to the valley part of the square corrugated steel plate in order to prevent the square corrugated steel plate from becoming hot due to a fire in a neighboring house. The system is characterized in that the water in the water storage tank is stored in a thermal cooling steel pipe via a fireproof water gutter.

請求項4に記載の発明は、請求項1乃至3のいずれか1項に記載の構造に加え、防火水樋の概ね対角線状の屋根上部に防火水樋と連結させたコの字形の上部筋交い用樋を設置し、笠木に防火水樋と上部筋交い用樋を固定することにより角波形鋼板を自立させたことを特徴とする。 The invention set forth in claim 4 provides, in addition to the structure set forth in any one of claims 1 to 3, a U-shaped upper brace connected to the fire gutter on the generally diagonal roof upper part of the fire gutter. The feature is that the rectangular corrugated steel plate is made to stand on its own by installing a water gutter and fixing the fire protection water gutter and upper bracing gutter to the Kasagi.

請求項5に記載の発明は、近隣で火災が発生した場合に開かれ、防火水樋と上部筋交い用樋に水を給水する貯水タンクの給水栓と、給水を停止する止水バルブと、防火水樋と上部筋交い用樋が満水になった時点で、止水バルブを作動させるために防火水樋に設置された浮き球と、を備えて構成したことを特徴とする。The invention according to claim 5 provides a water tank hydrant that is opened when a fire breaks out nearby and supplies water to a fire prevention water gutter and an upper bracing gutter, a water stop valve that stops water supply, and a fire prevention system. The fire protection water gutter is characterized by comprising a floating ball installed in the fire protection water gutter to operate a water stop valve when the water gutter and the upper bracing gutter become full of water.

請求項6に記載の発明は、請求項1乃至5のいずれか1項に記載の構造に加え、隣り合う前後の角波形鋼板を固定するため、前の角波形鋼板の概ね上下中央部にアーム装着用ボルトを貫通させアーム装着用ボルトにコの字形に成形した接合アーム受入カバーを取り付け固定すると共に、後の角波形鋼板の概ね上下中央部にアーム取付用ボルトを貫通させ、アーム取付用ボルトにコの字形に成形した接合アームカバーを取り付け固定し、アーム取付用ボルトに回動自在に取り付けた接合アームの先端に形成した三角形状の引掛け部を接合アーム受入カバーに挿入してアーム装着用ボルトに引掛けることにより、前の角波形鋼板と後の角波形鋼板を固定したことを特徴とする。 In addition to the structure described in any one of claims 1 to 5, the invention according to claim 6 includes an arm approximately at the upper and lower center of the front square corrugated steel plate in order to fix the adjacent front and rear square corrugated steel plates. Pass the mounting bolt through the arm mounting bolt, attach and fix the joint arm receiving cover formed in a U-shape to the arm mounting bolt, and pass the arm mounting bolt through the approximately vertical center of the later rectangular corrugated steel plate. Attach and fix the U-shaped joint arm cover, and insert the triangular hook formed at the tip of the joint arm, which is rotatably attached to the arm mounting bolt, into the joint arm receiving cover to attach the arm. It is characterized by fixing the front square corrugated steel plate and the rear square corrugated steel plate by hooking them on the bolts.

請求項1に記載の発明によれば、隣家の火災から、木造建物を守るための防火塀において、木造建物の回りの地表面に木造建物を囲うようにH型鋼で形成したH型鋼土台のウェブ面を地表面と平行に設置し、前記H型鋼土台のウェブ面の上に、平板鋼板を角波形に成形した複数枚の角波形鋼板を、山谷が略鉛直方向に沿うように横並びに設置し、角波形鋼板の上部に、平板鋼板をコの字形に成形した笠木を被せて角波形鋼板を固定し、前記笠木の上部に貯水タンクを設置し、前記笠木の木造建物側に水を貯めるためコの字形に成形した防火水樋を取り付け、前記防火水樋の上部の木造建物の屋根上全体に、隣家の火災で発生した木板等の破片の落下による延焼を防ぐため防火金網を取り付け、さらに前記防火金網の上部にスプリンクラーを設置したことにより、簡単な構造で安価に防火塀を構築することが出来るようになり隣家等の火災から建物を守ることが可能となった。According to the invention described in claim 1, in a fire prevention fence for protecting a wooden building from a fire in a neighboring house, a web of an H-shaped steel foundation formed of H-shaped steel so as to surround the wooden building on the ground surface around the wooden building. A plurality of rectangular corrugated steel plates, which are formed from flat steel plates into rectangular corrugated shapes, are installed side by side on the web surface of the H-shaped steel foundation , with their surfaces parallel to the ground surface, so that the peaks and valleys are along the substantially vertical direction. , the square corrugated steel plate is fixed by covering the top of the square corrugated steel plate with a cap made of a flat steel plate formed into a U-shape, and a water storage tank is installed on the top of the cap, and water is stored on the wooden building side of the cap. Installing a U-shaped fire prevention water gutter, and installing a fire prevention wire mesh over the entire roof of the wooden building above the fire prevention water gutter to prevent the spread of fire due to falling debris such as wooden boards caused by a fire in a neighboring house . Furthermore, by installing a sprinkler on the top of the fireproof wire mesh, it has become possible to construct a fireproof fence with a simple structure and at low cost, making it possible to protect the building from fires caused by neighboring houses, etc.

請求項2に記載の発明によれば、防火水樋と笠木を一体型として構成するため、平板鋼板を概ね己型に折り曲げ防火水樋一体型笠木を形成したことにより、簡単な構造で安価に笠木と兼用の水樋を形成することが可能となった。 According to the invention set forth in claim 2, in order to configure the fire protection water gutter and the cap as an integrated structure, the flat steel plate is bent approximately into its own shape to form the fire protection water gutter integrated cap, thereby making the structure simple and inexpensive. It became possible to form a water gutter that also serves as a Kasagi.

請求項3に記載の発明によれば、隣家の火災により角波形鋼板が高温になるのを防ぐため、角波形鋼板の谷部に熱冷却用鋼管を固定し、貯水タンクの水を防火水樋を介して熱冷却用鋼管に貯水したことにより、簡単な構造で角波形鋼板が高温になるのを防止することが可能になった。 According to the third aspect of the invention, in order to prevent the rectangular corrugated steel plate from becoming hot due to a fire in a neighboring house, a thermal cooling steel pipe is fixed to the trough of the rectangular corrugated steel plate, and the water in the water storage tank is drained into the fire prevention water gutter. By storing water in the heat-cooling steel pipes through the pipes, it became possible to prevent the rectangular corrugated steel plates from becoming too hot with a simple structure.

請求項4に記載の発明によれば、防火水樋の概ね対角線状の屋根上部に防火水樋と連結させたコの字形の上部筋交い用樋を設置し、笠木に防火水樋と上部筋交い用樋を固定することにより角波形鋼板を自立させたことにより、周辺の家からの木葉板等の火粉による延焼を防ぐと共に、簡単な構造で安価に角波形鋼板を自立させることが可能となった。 According to the invention set forth in claim 4, a U-shaped upper bracing gutter connected to the fire gutter is installed on the generally diagonal roof top of the fire gutter, and the fire gutter and upper bracing gutter are connected to the fire gutter. By fixing the gutter, the rectangular corrugated steel plate can be made to stand on its own, thereby preventing the spread of fire caused by sparks from wood boards from surrounding houses, and making it possible to make the rectangular corrugated steel plate self-supporting with a simple structure and at low cost. Ta.

請求項5に記載の発明によれば、近隣で火災が発生した場合に開かれ、防火水樋と上部筋交い用樋に水を給水する貯水タンクの給水栓と、給水を停止する止水バルブと、防火水樋と上部筋交い用樋が満水になった時点で、止水バルブを作動させるために防火水樋に設置された浮き球と、を備えて構成したことにより、貯水タンクの水を有効に活用することが可能となった。According to the invention as set forth in claim 5, there is provided a water tank water supply valve that is opened when a fire breaks out nearby and supplies water to the fire prevention water gutter and the upper bracing gutter , and a water stop valve that stops the water supply. , a floating ball installed in the fire gutter to activate the water stop valve when the fire gutter and upper bracing gutter are full of water, effectively utilizing the water in the water storage tank. It became possible to utilize it.

請求項6に記載の発明によれば、隣り合う前後の角波形鋼板を固定するため、前の角波形鋼板の概ね上下中央部にアーム装着用ボルトを貫通させアーム装着用ボルトにコの字形に成形した接合アーム受入カバーを取り付け固定すると共に、後の角波形鋼板の概ね上下中央部にアーム取付用ボルトを貫通させ、アーム取付用ボルトにコの字形に成形した接合アームカバーを取り付け固定し、アーム取付用ボルトに回動自在に取り付けた接合アームの先端に形成した三角形状の引掛け部を接合アーム受入カバーに挿入してアーム装着用ボルトに引掛けることにより、前の角波形鋼板と後の角波形鋼板を固定したことにより、隣家との間の隙間が狭く、人が隙間に入って作業出来ないような場合でも、隣り合うALCパネルを簡単に固定することが可能となった。 According to the invention set forth in claim 6, in order to fix the adjacent front and rear rectangular corrugated steel plates, the arm mounting bolt is passed through approximately the vertical center of the front rectangular corrugated steel plate, and the arm mounting bolt is formed in a U-shape. Attach and fix the formed joint arm receiving cover, pass the arm mounting bolt through approximately the upper and lower center of the subsequent rectangular corrugated steel plate, and attach and secure the joint arm cover formed in a U-shape to the arm mounting bolt. By inserting the triangular hook formed at the tip of the joining arm that is rotatably attached to the arm mounting bolt into the joining arm receiving cover and hooking it to the arm mounting bolt, the front square corrugated steel plate and the rear By fixing the rectangular corrugated steel plates, it is now possible to easily fix adjacent ALC panels even in cases where the gap between the panels is narrow and it is difficult for people to work inside the gap.

以下、この発明の実施の形態について説明する。 Embodiments of this invention will be described below.

図1乃至図9には、この発明の実施の形態を示す。 Embodiments of the present invention are shown in FIGS. 1 to 9.

図1は、木造建物1を囲うように、本発明の防火塀を構成するH型鋼(フランジ幅50mm、ウェブ幅100mm、フランジ厚さ7mm、ウェブ厚さ5mm)で形成したH型鋼土台4のウェブ面を地表面に対して平行に設置した状態を斜視図で示す。 FIG. 1 shows a web of an H-shaped steel foundation 4 formed of H-shaped steel (flange width 50 mm, web width 100 mm, flange thickness 7 mm, web thickness 5 mm) constituting the fire prevention fence of the present invention so as to surround a wooden building 1. A perspective view shows the surface installed parallel to the ground surface.

図2は、図1で説明したH型鋼土台4のウェブ面の上に横並びに複数枚の角波形鋼板10(図5bで詳しく説明する)を設置した状態を斜視図で示す。さらに隣り合う前後の角波形鋼板10を固定するため角波形鋼板10の概ね上下中央部に角波形鋼板固定装置11(図8で詳しく説明する)を取り付けた状態を示す。このように構成したH型鋼土台4のウェブ面の上に横並びに設置した角波形鋼板10をH型鋼土台4に固定するため、H型鋼土台4のウェブ面の上に角波形鋼板10を設置した後、ウェブ面にコンクリートを流し込みH型鋼土台4と角波形鋼板10を固定させる。 FIG. 2 is a perspective view showing a state in which a plurality of rectangular corrugated steel plates 10 (described in detail in FIG. 5b) are installed side by side on the web surface of the H-shaped steel base 4 described in FIG. 1. Furthermore, a square corrugated steel plate fixing device 11 (described in detail in FIG. 8) is attached to approximately the vertical center of the square corrugated steel plate 10 in order to fix the adjacent front and rear square corrugated steel plates 10. In order to fix the rectangular corrugated steel plates 10 installed side by side on the web surface of the H-type steel base 4 configured in this way to the H-type steel base 4, the rectangular corrugated steel plates 10 were installed on the web surface of the H-type steel base 4. After that, concrete is poured onto the web surface to fix the H-shaped steel base 4 and square corrugated steel plate 10.

図3は、木造建物1の屋根上面に火の粉が落下することにより木造建物1が延焼するのを防止するため、図2で説明した角波形鋼板10の上部に取り付ける防火水樋一体型笠木19と、その防火水樋一体型笠木19の上部に取り付ける防火金網18と、さらに防火水樋一体型笠木19に水を供給するための貯水タンク15を示す。このように木造建物1の屋根の上面に落下する木葉板等の火の粉を消火させるため貯水タンク15の水を防火水樋一体型笠木19に貯水させると共に、さらに防火水樋一体型笠木19の上部に火災で燃えた破片の落下を防止するための防火金網18(材質・形状は、ステンレスクリンプ織金物2.5φ×30mm目)を取り付けることにより、近隣の火災で発生した木板等の火の破片から木造建物1を守ることが可能となった。 FIG. 3 shows a fire prevention water gutter-integrated cap 19 installed on the top of the square corrugated steel plate 10 explained in FIG. , shows a fireproof wire mesh 18 attached to the upper part of the fireproof water gutter-integrated Kasagi 19, and a water storage tank 15 for supplying water to the fireproof water gutter-integrated Kasagi 19. In this way, in order to extinguish sparks from wooden boards, etc. that fall on the top surface of the roof of the wooden building 1, the water in the water storage tank 15 is stored in the fire prevention water gutter integrated type Kasagi 19, and the water is further stored in the upper part of the fire prevention water gutter integrated type Kasagi 19. By attaching a fire prevention wire mesh 18 (material and shape is stainless steel crimp woven hardware 2.5φ x 30mm) to prevent the falling of pieces of wood from a nearby fire, It became possible to protect wooden building 1 from

図4は、図3で説明した防火水樋一体型笠木19と防火金網18と貯水タンク15を角波形鋼板10の上部に取り付けた状態を示す。 FIG. 4 shows a state in which the fire protection water gutter integrated type Kasagi 19, the fire protection wire mesh 18, and the water storage tank 15 described in FIG. 3 are attached to the upper part of the square corrugated steel plate 10.

図5は、図2、図3で説明したH型鋼土台4と角波形鋼板10と防火水樋一体型笠木19を示す。図5aでは角波形鋼板10の谷部29に装着して角波形鋼板10の温度上昇を抑えるための熱冷却用鋼管28を前方に配置した状態を示す。熱冷却用鋼管28の寸法は、厚さ約1.6mm、断面寸法が約50mm×約30mm、長さは概ね角波形鋼板10と同一の角形鋼管で、水を充填して貯水するため下端部が密閉した状態で形成される。このように形成した熱冷却用鋼管28を、図5bで示す角波形鋼板10の谷部29に嵌め込み固定することにより隣家の火災により角波形鋼板10が高温になるのを防ぐことが可能になった。 FIG. 5 shows the H-shaped steel base 4, the rectangular corrugated steel plate 10, and the integrated fire gutter cap 19 described in FIGS. 2 and 3. FIG. 5a shows a state in which a thermal cooling steel pipe 28 is installed in the trough 29 of the square corrugated steel plate 10 to suppress a rise in temperature of the square corrugated steel plate 10 and is disposed in front. The thermal cooling steel pipe 28 is a square steel pipe with a thickness of approximately 1.6 mm, a cross-sectional dimension of approximately 50 mm x approximately 30 mm, and a length approximately the same as that of the square corrugated steel plate 10. is formed in a sealed state. By fitting and fixing the thermal cooling steel pipe 28 formed in this way into the valley portion 29 of the square corrugated steel plate 10 shown in FIG. 5b, it is possible to prevent the square corrugated steel plate 10 from becoming hot due to a fire in a neighboring house. Ta.

図5bは角波形鋼板10を断面図で示す。角波形鋼板10は、厚さ約1mm平板状のガルバリウム鋼板を折り曲げ成形した波型鋼板で、全幅Aは614mm、谷寸法Bは58.6mm、山寸法Cは146.1mm、端寸法Dは15mm、谷底寸法Eは38.6mm、山底寸法Fは166.1mm、山高寸法Gは50mm、端寸法Hは15mmで成形される。 FIG. 5b shows the rectangular corrugated steel sheet 10 in cross-section. The square corrugated steel plate 10 is a corrugated steel plate obtained by bending and forming a flat galvalume steel plate with a thickness of about 1 mm, and has a total width A of 614 mm, a valley dimension B of 58.6 mm, a peak dimension C of 146.1 mm, and an end dimension D of 15 mm. , the valley bottom dimension E is 38.6 mm, the mountain bottom dimension F is 166.1 mm, the mountain height dimension G is 50 mm, and the end dimension H is 15 mm.

図6は、図5で示したH型鋼土台4に角波形鋼板10と熱冷却用鋼管28と防火水樋一体型笠木19を取り付けた状態を示す。さらに図6のA―B断面図で示すように、防火水樋一体型笠木19は厚さ約1mmのガルバリュウム鋼板を己型に折り曲げコの字形の笠木26とコの字形の防火水樋25で形成され、笠木26を構成する笠木側面(A)43の高さは約100mm、天端面44の幅は約120mm、笠木側面(B)45の高さは約100mmで成形され、防火水樋25を成形する側面40の高さは100mm、底面42の幅は120mmで成形される。なお防火水樋25の底面42と笠木26の笠本側面(A)43は直角に折り曲げた状態で一体で成形される。さらに上部筋交い用樋27は防火水樋25と同一断面形状、同一寸法で成形され、防火水樋25の側面40に上部筋交い用樋27の端部を結合することにより、図3で示したように貯水タンク15から給水管17により給水された水は防火水樋25を経由して上部筋交い用樋27にも供給されると共に、上部筋交い用樋27と防火水樋一体型笠木19を合体して構成し、角波形鋼板10の上部に防火水樋一体型笠木19の笠木26を被せることにより隣り合う角波形鋼板10を固定し自立させることが可能となった。 FIG. 6 shows a state in which a rectangular corrugated steel plate 10, a thermal cooling steel pipe 28, and a fire protection water gutter-integrated cap 19 are attached to the H-shaped steel base 4 shown in FIG. Furthermore, as shown in the cross-sectional view of AB in FIG. The height of the Kasagi side surface (A) 43 forming the Kasagi 26 is approximately 100 mm, the width of the top surface 44 is approximately 120 mm, and the height of the Kasagi side surface (B) 45 is approximately 100 mm. The height of the side surface 40 is 100 mm, and the width of the bottom surface 42 is 120 mm. The bottom surface 42 of the fire gutter 25 and the side surface (A) 43 of the cap 26 are bent at right angles and are integrally molded. Further, the upper bracing gutter 27 is formed with the same cross-sectional shape and the same dimensions as the fire gutter 25, and by connecting the end of the upper bracing gutter 27 to the side surface 40 of the fire gutter 25, as shown in FIG. The water supplied from the water storage tank 15 through the water supply pipe 17 is also supplied to the upper bracing gutter 27 via the fire gutter 25, and the upper bracing gutter 27 and the fire gutter integrated Kasagi 19 are combined. By covering the top of the rectangular corrugated steel plate 10 with the cap 26 of the fire protection water gutter integrated type cap 19, it became possible to fix the adjacent rectangular corrugated steel plates 10 and make them independent.

図7は、給水タンク15の水を防火水樋25に給水させる際、給水タンク15の水を効率よく利用するための止水装置55について示す。図7aで示すように止水装置55は給水タンク15より防火水樋25に給水61された水により上下する浮き球59と、その浮き球59の上下により支持棒58と支点60を介して上下する動作レバー57と、その動作レバー57の上下により給水61を停止するための止水バルブ56により構成され、図7bで示すように防火水樋25が満水になった時点で浮き球59が水面上に浮き上がり止水バルブ56が給水タンク15の水を止水するように構成される。このように構成することにより貯水タンク15の水を効率良く使用することが可能になった。 FIG. 7 shows a water stop device 55 for efficiently utilizing the water in the water tank 15 when the water in the water tank 15 is supplied to the fire gutter 25. As shown in FIG. 7a, the water stop device 55 includes a floating ball 59 that moves up and down with the water supplied from the water supply tank 15 to the fire protection gutter 25, and the floating ball 59 moves up and down via the support rod 58 and the fulcrum 60. It is composed of an operating lever 57 to stop the water supply 61 and a water stop valve 56 for stopping the water supply 61 by moving the operating lever 57 up and down.As shown in FIG. The water stop valve 56 that floats upward is configured to stop the water in the water supply tank 15. With this configuration, the water in the water storage tank 15 can be used efficiently.

図8は、図2で説明した角波形鋼板固定装置11について示す。図8aは横並びに配置した前の角波形鋼板70の後端部68から約70mmの位置の上下中央部に直径10mmのアーム装着用ボルト74を貫通させて取り付け、アーム装着用ボ74の先端のねじ部に厚さ約1mmのガルバリュウム鋼板で、高さ約30mm、長さ約35mm、折り曲げ部が上下共に約7mmでコの字形に成形した接合アーム受入カバー73を取り付けると共に、後の角波形鋼板71の先端部69から約70mmの位置で上下中央部に直径10mmのアーム取付用ボルト78を貫通させて取り付け、さらに貫通させて取り付けたアーム取付用ボルト78に、先端に厚さ2.3mm~3.2mmの正三角形に成形した引掛け部77を固定した厚さ2.3mm~3.2mmで長さ約170mmの概ねくさび形をした接合アーム76を回動自在に取り付け、さらにアーム取付用ボルト78の先端のねじ部に厚さ約1mmのガルバリュウム鋼板で前幅84が約23mm、後幅85が約27mm、長さ約35mm、折り曲げ部が上下共に約7mmで概ねコの字形に成形した接合アーム受入カバー81を取り付けた状態を示す。図8cでは、図8aで説明した前の角波形鋼板70と後の角波形鋼板71を接合させることにより接合金物79に取り付けた接合アーム76の引掛け部77を接合アーム受入カバー73のアーム挿入部75に挿入させ、引掛け部77の先端がアーム装着用ボルト74を乗り越え自重により落下することにより接合アーム76の先端に取り付けた引掛け部77をアーム装着用ボルト74に引っ掛けた状態を示す。このように接合アーム76の先端に取り付けた引掛け部77をアーム装着用ボルト74に引っ掛けることによりアーム装着用ボルト74とアーム取付用ボルト78が固定され、前の角波形鋼板70と後の角波形鋼板71が固定される。 FIG. 8 shows the rectangular corrugated steel plate fixing device 11 described in FIG. 2. In FIG. 8a, an arm mounting bolt 74 with a diameter of 10 mm is passed through and attached to the top and bottom center of the front square corrugated steel plates 70 at a position approximately 70 mm from the rear end 68 of the front square corrugated steel plates 70 arranged side by side. Attach the joining arm receiving cover 73 made of galvalume steel plate with a thickness of about 1 mm to the threaded part, and which is formed into a U-shape with a height of about 30 mm, a length of about 35 mm, and a bent portion of about 7 mm both at the top and bottom, and attach it to the screw part, and attach the joint arm receiving cover 73 made of galvalume steel plate with a thickness of about 1 mm. At a position approximately 70 mm from the tip 69 of 71, an arm mounting bolt 78 with a diameter of 10 mm is passed through and attached to the upper and lower center, and an arm mounting bolt 78 with a thickness of 2.3 mm to the tip is attached to the arm mounting bolt 78 that is passed through and attached. A generally wedge-shaped joint arm 76 with a thickness of 2.3 mm to 3.2 mm and a length of about 170 mm is attached to a fixed hook portion 77 shaped into an equilateral triangle of 3.2 mm, and is further rotatably attached for arm attachment. The screw part at the tip of the bolt 78 is made of a galvalume steel plate with a thickness of about 1 mm, and the front width 84 is about 23 mm, the rear width 85 is about 27 mm, the length is about 35 mm, and the bent part is about 7 mm both at the top and bottom, and is formed into a roughly U-shape. The state in which the joining arm receiving cover 81 is attached is shown. In FIG. 8c, the hook portion 77 of the joining arm 76 attached to the joining hardware 79 is inserted into the arm of the joining arm receiving cover 73 by joining the front square corrugated steel plate 70 and the rear square corrugated steel plate 71 explained in FIG. 8a. 75 and the tip of the hook portion 77 passes over the arm attachment bolt 74 and falls due to its own weight, so that the hook portion 77 attached to the tip of the joint arm 76 is hooked on the arm attachment bolt 74. . By hooking the hook 77 attached to the tip of the joint arm 76 onto the arm attachment bolt 74, the arm attachment bolt 74 and the arm attachment bolt 78 are fixed, and the front square corrugated steel plate 70 and the rear corner A corrugated steel plate 71 is fixed.

なお、図8cにおいて接合アーム76の引掛け部77が接合アーム受入カバー73の内側に接触して接合アーム76の引掛け部77が自重によりアーム装着用ボルト74に落下しないような場合は、図8cの拡大図で示すように接合アーム受入カバー73の上部の端部を長さ約3mm、角度約30度で、への字形に折り曲げて折り曲げ部83を成形し、アーム挿入部75に接合アーム76を挿入する際、接合アーム76の先端部に成形した引掛け部77の先端を折り曲げ部83に突き当て引掛け部77を強制的に落下させることにより、引掛け部67の先端をアーム装着用ボルト62に引っ掛けることが可能になった。 In addition, if the hook part 77 of the joint arm 76 contacts the inside of the joint arm receiving cover 73 in FIG. 8c and the hook part 77 of the joint arm 76 does not fall onto the arm attachment bolt 74 due to its own weight, As shown in the enlarged view 8c, the upper end of the joining arm receiving cover 73 is bent into a truncated shape with a length of about 3 mm and an angle of about 30 degrees to form a bent part 83, and the joining arm is inserted into the arm insertion part 75. 76, the tip of the hook part 77 formed at the tip of the joint arm 76 is butted against the bent part 83 and the hook part 77 is forcibly dropped, so that the tip of the hook part 67 is attached to the arm. It is now possible to hook it onto the bolt 62.

図9は、図4で説明した防火金網18の上部にスプリンクラー90を取り付けた状態を示す。貯水タンク15の水をスプリンクラー90に給水するため給水管92に止水栓(図示せず)が取り付けられる。 FIG. 9 shows a state in which a sprinkler 90 is attached to the upper part of the fireproof wire mesh 18 described in FIG. 4. A stop valve (not shown) is attached to the water supply pipe 92 to supply water from the water storage tank 15 to the sprinkler 90.

このように構成することにより、隣家で火災が発生した場合でも、角波形鋼板10で延焼を防ぐと共に、近隣の火災により木葉板等の火の粉が降りかかってきた場合においても、防火金網18と防火水樋25と上部筋交い用樋27に貯水した水が火粉を消火し延焼を防ぐことが可能になった。 With this configuration, even if a fire breaks out in a neighboring house, the rectangular corrugated steel plate 10 prevents the spread of the fire, and even if sparks from wooden leaf boards or the like fall from a neighboring fire, the fireproof wire mesh 18 and the fireproof The water stored in the water gutter 25 and the upper bracing gutter 27 can extinguish sparks and prevent the spread of fire.

以上、実施の形態に基づいて、本発明に係る水冷式板防火塀について詳細に説明してきたが、本発明は、以上の実施の形態に限定されるものではなく、発明の趣旨を逸脱しない範囲において各種の改変をなしても、本発明の技術的範囲に属するのはもちろんである。Although the water-cooled steel plate fire fence according to the present invention has been described above in detail based on the embodiments, the present invention is not limited to the above embodiments and does not depart from the spirit of the invention. It goes without saying that even if various modifications are made within the scope, they still fall within the technical scope of the present invention.

図5で熱令用鋼管28を角形鋼管と説明したが、丸形鋼管を使用することも、もちろん可能である。 Although the heat aging steel pipe 28 is described as a square steel pipe in FIG. 5, it is of course possible to use a round steel pipe.

本発明の実施の形態に係る、木造住宅の回りにH型鋼土台を設置した状態を斜視図で示す。1 is a perspective view showing a state in which an H-shaped steel foundation is installed around a wooden house according to an embodiment of the present invention. 同実施の形態に係る、図1で示したH型鋼土台に角波形鋼板を設置した状態を斜視図で示す。A perspective view showing a state in which a square corrugated steel plate is installed on the H-shaped steel base shown in FIG. 1 according to the same embodiment. 同実施の形態に係る、図2で示した角波形鋼板の上部に取り付ける防火水樋一体形笠木と防火金網と貯水タンクを斜視図で示す。FIG. 3 is a perspective view showing a fire protection water gutter integral type cap, a fire protection wire mesh, and a water storage tank that are attached to the upper part of the rectangular corrugated steel plate shown in FIG. 2 according to the same embodiment. 同実施の形態に係る、図3で示した防火水樋一体形笠木と防火金網と貯水タンクを角波形鋼板の上部に取り付けた状態を斜視図で示す。FIG. 4 is a perspective view showing a state in which the integrated fire gutter cap, fire wire mesh, and water storage tank shown in FIG. 3 are attached to the upper part of a rectangular corrugated steel plate according to the same embodiment. 同実施の形態に係る、図2、図3で示した角波形鋼板を断面図で示すと共に、角波形鋼板に熱冷却用鋼管を配置した状態を斜視図で示す。The rectangular corrugated steel plate shown in FIGS. 2 and 3 according to the same embodiment is shown in a cross-sectional view, and a perspective view shows a state in which thermal cooling steel pipes are arranged on the rectangular corrugated steel plate. 同実施の形態に係る、角波形鋼板の上部に防火水樋一体型笠木を取り付けた状態を斜視図と断面図で示す。A perspective view and a sectional view show a state in which a fire gutter integrated type capacitor according to the same embodiment is attached to the upper part of a rectangular corrugated steel plate. 同実施の形態に係る、貯水タンクに取り付けた止水装置を断面図で示す。A sectional view showing a water stop device attached to a water storage tank according to the same embodiment. 同実施の形態に係る、前の角波形鋼板と後ろの角波形鋼板を固定するための角波形鋼板固定装置を斜視図で示す。A perspective view shows a square corrugated steel plate fixing device for fixing a front square corrugated steel plate and a rear square corrugated steel plate according to the same embodiment. 同実施の形態に係る、図4で示した防火金網の上に設置するスプリンクラーを斜視図で示す。A perspective view shows a sprinkler installed on the fireproof wire mesh shown in FIG. 4 according to the same embodiment.

A 全幅
B 谷寸法
C 山寸法
D 端寸法
E 谷底寸法
F 山底寸法
G 山高寸法
H 端寸法
1 木造建物
2 隣家
3 道路
4 H型鋼土台
10 角波形鋼板
11 角波形鋼板固定装置
14 固定金具
15 貯水タンク
16 上水道
17 給水管
18 防火金網
19 防火水樋一体形笠木
25 防火水樋
26 笠木
27 上部筋交い用樋
28 熱冷却用鋼管
29 谷部
40 側面
41 給水穴
42 底面
43 笠木側面(A)
44 天端面
45 笠木側面(B)
46 給水
55 止水装置
56 止水バルブ
57 動作レバー
58 支持棒
59 浮き球
60 支点
61 給水
68 後端部
69 先端部
70 前の角波形鋼板
71 後の角波形鋼板
72 ナット
73 接合アーム受入カバー
74 アーム装着用ボルト
75 アーム挿入部
76 接合アーム
77 引掛け部
78 アーム取付用ボルト
79 接合金物
80 ナット
81 接合アームカバー
82 受け金物
83 折り曲げ部
84 前幅
85 後幅
90 スプリンクラー
91 給水
92 給水管
A Overall width B Valley dimension C Mountain dimension D Edge dimension E Valley bottom dimension F Mountain bottom dimension G Mountain height dimension H Edge dimension 1 Wooden building 2 Neighboring house 3 Road 4 H-shaped steel foundation 10 Square corrugated steel plate 11 Square corrugated steel plate fixing device 14 Fixing bracket 15 Water storage Tank 16 Water supply 17 Water supply pipe 18 Fire prevention wire mesh 19 Fire prevention water gutter integral type Kasagi 25 Fire prevention water gutter 26 Kasagi 27 Upper brace gutter 28 Heat cooling steel pipe 29 Valley 40 Side surface 41 Water supply hole 42 Bottom surface 43 Kasagi side surface (A)
44 Top surface 45 Kasagi side (B)
46 Water supply 55 Water stop device 56 Water stop valve 57 Operating lever 58 Support rod 59 Floating ball 60 Fulcrum 61 Water supply 68 Rear end 69 Tip 70 Front square corrugated steel plate 71 Rear square corrugated steel plate 72 Nut 73 Joint arm receiving cover 74 Arm attachment bolt 75 Arm insertion part 76 Joint arm 77 Hook part 78 Arm attachment bolt 79 Joint hardware 80 Nut 81 Joint arm cover 82 Receiving hardware 83 Bend part 84 Front width 85 Rear width 90 Sprinkler 91 Water supply 92 Water supply pipe

Claims (6)

隣家の火災から、木造建物を守るための防火塀において、
木造建物の回りの地表面に木造建物を囲うようにH型鋼で形成したH型鋼土台のウェブ面を地表面と平行に設置し、
前記H型鋼土台のウェブ面の上に、平板鋼板を角波形に成形した複数枚の角波形鋼板を、山谷が略鉛直方向に沿うように横並びに設置し、
角波形鋼板の上部に、平板鋼板をコの字形に成形した笠木を被せて角波形鋼板を固定し、
前記笠木の上部に貯水タンクを設置し、
前記笠木の木造建物側に水を貯めるためコの字形に成形した防火水樋を取り付け、
前記防火水樋の上部の木造建物の屋根上全体に、隣家の火災で発生した木板等の破片の落下による延焼を防ぐため防火金網を取り付け、
さらに前記防火金網の上部にスプリンクラーを設置したことを特徴とする水冷式板防火塀。
In fire walls to protect wooden buildings from fires caused by neighboring houses,
The web surface of the H-shaped steel foundation, which is made of H-shaped steel, is installed parallel to the ground surface around the wooden building so as to surround the wooden building.
On the web surface of the H-shaped steel base, a plurality of rectangular corrugated steel plates formed by forming flat steel plates into rectangular corrugated shapes are installed side by side so that the peaks and valleys are along the substantially vertical direction ,
The square corrugated steel plate is fixed by covering the top of the square corrugated steel plate with a cap made of a flat steel plate formed into a U-shape.
A water storage tank is installed above the Kasagi,
A U-shaped fire gutter was installed on the side of the wooden building in Kasagi to store water.
Installing a fireproof wire mesh over the entire roof of the wooden building above the firewater gutter to prevent the spread of fire due to falling debris such as wooden boards caused by a fire in a neighboring house ;
A water-cooled steel plate fire fence further comprising a sprinkler installed above the fire wire mesh.
防火水樋と笠木を一体型として構成するため、平板鋼板を概ね己型に折り曲げ防火水樋一体型笠木を形成したことを特徴とする請求項1に記載の水冷式板防火塀。2. The water-cooled steel plate fire fence according to claim 1, wherein the fire gutter integrated cap is formed by bending a flat steel plate substantially into its own shape to form the fire gutter and the cap as an integrated structure. 隣家の火災により角波形鋼板が高温になるのを防ぐため、角波形鋼板の谷部に熱冷却用鋼管を固定し、貯水タンクの水を防火水樋を介して熱冷却用鋼管に貯水したことを特徴とする請求項1又は2に記載の水冷式板防火塀。In order to prevent the rectangular corrugated steel plate from becoming hot due to a fire in a neighboring house, a thermal cooling steel pipe was fixed in the valley of the rectangular corrugated steel plate, and water from the water storage tank was stored in the thermal cooling steel pipe via the fire gutter. The water-cooled steel plate fire fence according to claim 1 or 2, characterized in that: 防火水樋の概ね対角線状の屋根上部に防火水樋と連結させたコの字形の上部筋交い用樋を設置し、笠木に防火水樋と上部筋交い用樋を固定することにより角波形鋼板を自立させたことを特徴とする請求項1乃至3のいずれか1項に記載の水冷式板防火塀。A U-shaped upper bracing gutter connected to the fire gutter is installed on the generally diagonal top of the roof, and the square corrugated steel plate becomes self-supporting by fixing the fire gutter and upper bracing gutter to the Kasagi. The water-cooled steel plate fire fence according to any one of claims 1 to 3, characterized in that: 近隣で火災が発生した場合に開かれ、防火水樋と上部筋交い用樋に水を給水する貯水タンクの給水栓と、給水を停止する止水バルブと、防火水樋と上部筋交い用樋が満水になった時点で、止水バルブを作動させるために防火水樋に設置された浮き球と、を備えて構成したことを特徴とする請求項1乃至4のいずれか1項に記載の水冷式板防火塀。The water tank hydrant, which is opened in the event of a fire in the neighborhood and supplies water to the fire gutter and upper brace gutter, the water stop valve that stops the water supply, and the fire gutter and upper brace gutter are filled with water. 5. The water-cooled type according to any one of claims 1 to 4 , further comprising: a floating ball installed in a fire gutter to operate a water stop valve when Steel plate fire fence. 隣り合う前後の角波形鋼板を固定するため、前の角波形鋼板の概ね上下中央部にアーム装着用ボルトを貫通させアーム装着用ボルトにコの字形に成形した接合アーム受入カバーを取り付け固定すると共に、後の角波形鋼板の概ね上下中央部にアーム取付用ボルトを貫通させ、アーム取付用ボルトにコの字形に成形した接合アームカバーを取り付け固定し、アーム取付用ボルトに回動自在に取り付けた接合アームの先端に形成した三角形状の引掛け部を接合アーム受入カバーに挿入してアーム装着用ボルトに引掛けることにより、前の角波形鋼板と後の角波形鋼板を固定したことを特徴とする請求項1乃至5のいずれか1項に記載の水冷式板防火塀。In order to fix the adjacent front and rear square corrugated steel plates, an arm mounting bolt is passed through the upper and lower center of the front square corrugated steel plate, and a U-shaped joining arm receiving cover is attached and fixed to the arm mounting bolt. , An arm mounting bolt was passed through approximately the upper and lower center of the later square corrugated steel plate, and a U-shaped joint arm cover was attached and fixed to the arm mounting bolt, and was rotatably attached to the arm mounting bolt. The front square corrugated steel plate and the rear square corrugated steel plate are fixed by inserting the triangular hook formed at the tip of the joint arm into the joint arm receiving cover and hooking it on the arm mounting bolt. The water-cooled steel plate fire fence according to any one of claims 1 to 5.
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JP2004036115A (en) 2002-07-01 2004-02-05 Shigeo Kokubu Fitting-type cellular block, method of producing the same, and masonry method for fitting-type cellular block
JP2005207153A (en) 2004-01-23 2005-08-04 Tokiko Techno Kk Fireproof wall structure
JP2009150135A (en) 2007-12-21 2009-07-09 Nishio Supplies Co Ltd Roof having fireproof and flameproof function, and fireproof and flameproof net therefor
WO2013001662A1 (en) 2011-06-27 2013-01-03 Muroi Ko Architectural structure
JP2021167551A (en) 2020-04-10 2021-10-21 株式会社高橋監理 Alc fire fence

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004036115A (en) 2002-07-01 2004-02-05 Shigeo Kokubu Fitting-type cellular block, method of producing the same, and masonry method for fitting-type cellular block
JP2004036328A (en) 2002-07-08 2004-02-05 Kobe Steel Ltd Fireproof panel and method of manufacturing wall construction equipped with the panel
JP2005207153A (en) 2004-01-23 2005-08-04 Tokiko Techno Kk Fireproof wall structure
JP2009150135A (en) 2007-12-21 2009-07-09 Nishio Supplies Co Ltd Roof having fireproof and flameproof function, and fireproof and flameproof net therefor
WO2013001662A1 (en) 2011-06-27 2013-01-03 Muroi Ko Architectural structure
JP2021167551A (en) 2020-04-10 2021-10-21 株式会社高橋監理 Alc fire fence

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