JP2011069178A - Indoor evacuation facility having earthquake resistance and fire resistance - Google Patents

Indoor evacuation facility having earthquake resistance and fire resistance Download PDF

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JP2011069178A
JP2011069178A JP2009239829A JP2009239829A JP2011069178A JP 2011069178 A JP2011069178 A JP 2011069178A JP 2009239829 A JP2009239829 A JP 2009239829A JP 2009239829 A JP2009239829 A JP 2009239829A JP 2011069178 A JP2011069178 A JP 2011069178A
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steel
earthquake
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Takaaki Nakagawa
隆昭 中川
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G KISHO KK
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Abstract

【課題】木造住宅等の一般家庭や既存建物の耐震改修に対する工事を安価でかつ確実な造でなおかつ耐火性のある命を守る為の屋内型避難施設の構造及び施工方法を提供する。
【解決手段】補強は対照の部屋の四隅に補強鉄筋コンクリート基礎1を、その基礎の上部に4本の補強鉄骨柱2が立設され4本の下部鉄骨梁3が固定され、さらに4本の上部鉄骨梁5を固定する。四隅の立設された4本の補強鉄骨柱の上部対角線上に鉄骨水平ブレース7より結合する、尚かつ床・壁・天井を防火・耐火性能を持つ材料で仕上げるものとする。
【選択図】図1
To provide a structure and construction method of an indoor evacuation facility for protecting an earthquake-proof repair of a general household such as a wooden house and an existing building at an inexpensive and reliable construction and protecting a fire-resistant life.
Reinforcement includes reinforced concrete foundations 1 at the four corners of a control room, four reinforcing steel columns 2 standing on the top of the foundation, four lower steel beams 3 fixed, and four upper parts. The steel beam 5 is fixed. It is assumed that four horizontal reinforcing brace columns of four reinforced steel columns standing upright at the four corners are joined by a steel horizontal brace 7 and the floor, wall, and ceiling are finished with a material having fireproof and fireproof performance.
[Selection] Figure 1

Description

本発明は木造住宅の地震による倒壊時に命を守るための部屋で、耐震構造及び及耐火性能を持せた構造体及び施工方法に関する。  The present invention relates to a structure and a construction method capable of having an earthquake-resistant structure and fire-resistant performance in a room for protecting lives when a wooden house collapses due to an earthquake.

古い木造家屋(特に昭和56年5月31日以前の建物)は鉄筋コンクリート造や鉄骨造と比較して、構造的に地震に対する耐久性が弱く、大地震発生により倒壊する恐れが高い、倒壊を防ぐ耐震改修工事は建物全体に及び高価な費用及び工期が長くかかると言う問題がある。  Old wooden houses (especially buildings before May 31, 1981) are structurally less resistant to earthquakes than reinforced concrete and steel frames, and are more likely to collapse due to the occurrence of a large earthquake, preventing collapse There is a problem that the seismic retrofitting work takes the whole building and expensive cost and construction period.

そこで、家屋の一室だけでも安全な構造にする必要があると思うなぜなら最近地震発生の数秒から十数秒前に、気象庁より発令される緊急地震予知速報により、安全な構造の部屋に避難出来れば、命だけは守られるのではと考えられる。  Therefore, I think that it is necessary to make a safe structure in only one room of the house because it can be evacuated to a safe structure room by the emergency earthquake prediction bulletin issued by the Japan Meteorological Agency a few seconds to a dozen seconds before the recent earthquake occurrence. It is thought that only life is protected.

(従来例1)既存建物の一室の土間全体にコンクリート床版を造りその床上に鉄骨土台を設置し、四隅角部に四本の鉄骨柱と上端部に鉄骨梁組から構成されているが、単に床版に載せられているだけで堅個な構造物と言えないのではないか、又耐火性にも乏しい構造となっている。  (Conventional example 1) A concrete floor slab is built in the entire space of a room in an existing building, and a steel foundation is installed on the floor. It is composed of four steel columns at the four corners and a steel beam set at the top. It may not be said that it is a solid structure simply by being placed on the floor slab, and it has a structure with poor fire resistance.

(従来例2)例1同様に既設建物の一室の土間全体にコンクリート床版を造る所までは同じだが、その後四隅角部に四本の鉄骨柱を立設し、上端部に鉄骨組梁を固定し、壁面に一定間隔に鉄骨壁面パネルを施し、その壁パネルに鉄骨(ブレース)取り付ける方法で複雑な構造(ピン構造)で耐火性に乏しい構造物である。  (Conventional example 2) Similar to Example 1, the same procedure is applied until the concrete floor slab is built in the entire space of the room of the existing building, but then four steel columns are erected at the four corners and the steel frame is installed at the upper end. It is a structure with poor fire resistance due to a complicated structure (pin structure) by attaching a steel wall wall panel to the wall surface at regular intervals and attaching a steel frame (brace) to the wall panel.

(従来例3)は本発明と良く類似しているが金属製柱の柱脚部の曲がりに依り垂直荷重の柱に対する偏心荷重の発生により柱部材の断面を大きくする必要があり又5面体ラーメン構造である。  (Conventional Example 3) is very similar to the present invention, but it is necessary to increase the cross section of the column member due to the eccentric load on the vertical column due to the bending of the column base of the metal column, and the pentahedral frame. It is a structure.

特開 2006−241892 (従来例1)  JP 2006-241892 A (Conventional example 1) 特開 2006−083540 (従来例2)  JP 2006-083540 (conventional example 2) 特開 2007−016573 (従来例3)  JP 2007-016573 (Conventional Example 3)

高価な費用がかかる耐震改修工事では、工事が建物全体に及び、工事中は引越を余儀なくされていた、従来工法でも既存木造建物の一室のみ補強する方法はあるが堅固な構造物が不完全なものや構造が複雑で費用も高く工事も長い日数を必要としていた。  In earthquake-resistant repair work that is expensive, the work covers the entire building, and it was forced to move during the work. There is a method to reinforce only one room of an existing wooden building in the conventional method, but the solid structure is incomplete. The structure and structure were complicated, expensive and the construction required a long time.

そこで従来の生活空間を守りつつ家屋の一室だけを安価で短期間で工事が完成し安全な空間を提供する必要性があると思う。  Therefore, I think that there is a need to provide a safe space that can be completed in a short period of time and only a single house can be completed while protecting the conventional living space.

又先の阪神淡路大震災では特に木造住宅が瞬時に倒壊し、火災が発生して寝たきり老人や身体障害者の方々などの多くの人々の人命が失われた、災害から身を守るためには自助・共助・公助の内自助が、一番大事であるその為には自身の家屋に避難施設を構築する事が全てである、従来開発されているシェルター型避難施設は、耐震性はあるが耐火性が考慮されていなかった、命を守るためには耐震性だけでなく耐火性も備えなければならない。  The Great Hanshin-Awaji Earthquake, in particular, caused a wooden house to collapse instantly and a fire broke out, resulting in the loss of life for many people, including elderly and physically disabled people.・ Self-help among public assistance and public assistance is the most important thing. To that end, all she has to do is construct an evacuation facility in his own house. In order to protect life, fire resistance must not be taken into consideration, but it must have not only earthquake resistance but also fire resistance.

課題を解決するため手段Means to solve the problem

堅固な構造物を提供するため、柱脚固定鉄骨ラーメン構造を採用する、一般的な木造家屋のコンクリート基礎は深さが約25cm位と浅く、ラーメン構造特有の地中の基礎と基礎を繋ぐ鉄筋コンクリート基礎(地中梁)の深さは一般的に地盤面より約70cm位と深く、木造家屋では既存の基礎に悪影響を及ぼす可能性があるため、本発明では鉄筋コンクリート基礎に立設する鉄骨柱と柱の下部部分に鉄骨梁(摩擦接合法)を設け鉄筋コンクリート基礎(地中梁)の代わりを成すものとした6面体ラーメン構造である。  In order to provide a solid structure, the concrete foundation of a typical wooden house that adopts a steel column ramen structure with a fixed column base is as shallow as about 25 cm in depth, and the reinforced concrete that connects the foundation and foundation of the ramen structure to the ground. Since the depth of the foundation (underground beam) is generally about 70 cm deeper than the ground surface, and there is a possibility of adversely affecting the existing foundation in a wooden house, in the present invention, a steel column standing on a reinforced concrete foundation It is a hexahedral frame structure that replaces a reinforced concrete foundation (underground beam) by providing a steel beam (friction welding method) at the lower part of the column.

又耐火性を持たせるため壁面に軽量鉄骨で枠組みを作り、両面に型枠材を施しその空間に珪藻土を主原料とする混合物を流し込み耐火性を有する壁面を施工する、
これで耐震性なおかつ耐火性能を有する命を守るための屋内型避難施設となり、その施工方法は次のような特徴的構成を採用している。
Also, to give fire resistance, make a framework with lightweight steel frames on the wall, apply formwork on both sides and pour a mixture with diatomaceous earth as the main material into the space to construct a wall with fire resistance,
This is an indoor evacuation facility to protect life with earthquake resistance and fire resistance, and the construction method adopts the following characteristic configuration.

以下図1に基づいて本発明の具体的構成を詳述すると、補強対象の部屋の四隅に鉄筋で補強したコンクリート基礎1(図1)を施し、数日の養生期間を過ぎた後、既設木造部屋柱の室内側に沿ってコンクリート基礎の上部に4本の鉄骨柱2(図1)がアンカーボルトにより立設固定され、又4本の下部鉄骨梁3(図1)をあらかじめ工場で鉄骨柱2(図1)に溶接された下部短尺鉄骨梁4(図1)に固定し(摩擦接合法)、さらに4本の上部鉄骨梁5(図1)を同様に工場で鉄骨柱2(図1)に溶接された上部短尺鉄骨梁6(図1)に固定(摩擦接合法)する事により完全なるラーメン構造6面体が構成され、尚かつ四隅に立設された鉄骨柱2(図1)の上部対角線上に鉄骨水平ブレース7(図1)を固定し、その上部に小さな落下物を受け止めるエキスパンドメタル8(図1)を敷き詰めて本体鉄骨組みが完成する。  The concrete configuration of the present invention will be described below in detail with reference to FIG. 1. Concrete foundations 1 (FIG. 1) reinforced with reinforcing bars are applied to the four corners of a room to be reinforced, and after a curing period of several days, an existing wooden structure is provided. Four steel columns 2 (Fig. 1) are erected and fixed by anchor bolts on the upper part of the concrete foundation along the room side of the room columns, and the four lower steel beams 3 (Fig. 1) are pre-installed in the factory. 2 (FIG. 1) is fixed to the lower short steel beam 4 (FIG. 1) (friction joining method), and the four upper steel beams 5 (FIG. 1) are similarly installed in the factory at the steel column 2 (FIG. 1). ) Is fixed to the upper short steel beam 6 (FIG. 1) welded to (), a complete hexahedron structure hexahedron is formed, and the steel column 2 (FIG. 1) standing upright at the four corners is formed. The steel horizontal brace 7 (Fig. 1) is fixed on the upper diagonal, and a small fallen object is received on the upper part. And paved with Mel expanded metal 8 (FIG. 1) body iron framework is completed.

次に図2図3に基づいて詳述すると、軽量鉄骨で枠組み9(図2)を造り鉄骨本体の上部鉄骨梁と下部鉄骨梁に固定する、その枠組みに樹脂系成型型枠や鉄板波板型枠10(図2)を両面に施し、型枠と型枠の間に補強ラス11(図2)を入れておく、又珪藻土とセメント・パーライト粗骨材と水の混合物12(図3)を型枠と型枠の間に現場にて上部より流し込み耐火性を有する壁面を成形する、さらに床面は合成スラブ用デッキプレート13(図3)の上に補強ラス施し、上記の珪藻土・セメント・パーライトの混合物を流し込み同時に左官にて表面を平滑に均し、養生・乾燥の上仕上げ材の直貼り用床材14(図3)で仕上げをおこなう又天井はプラスターボード12mmを二重貼りとし、開口部は防火性能を有したアルミサッシ網入り硝子(乙種防火戸)で造り、床・壁・天井・開口部全てに耐震性・耐火性を備えた屋内型避難施設を構成する。  2 and FIG. 3, the frame 9 (FIG. 2) is made of a lightweight steel frame and fixed to the upper steel beam and the lower steel beam of the steel body. The mold 10 (FIG. 2) is applied on both sides, and the reinforcing lath 11 (FIG. 2) is placed between the mold, and the mixture 12 of diatomaceous earth, cement / perlite coarse aggregate and water (FIG. 3). The wall is cast from the upper part between the molds to form a fire-resistant wall, and the floor is reinforced with a lath on the synthetic slab deck plate 13 (FIG. 3), and the above diatomaceous earth / cement・ Pour the mixture of pearlite and smooth the surface with a plasterer at the same time, and finish it with the flooring material 14 (Fig. 3) for curing and drying the finishing material. Opened aluminum sash net with fireproof performance Build in glass (Class B fire door), to construct the indoor shelter with a seismic resistance and fire resistance in the floor, walls, ceiling, opening all.

この混合物の配合は、珪藻土50〜70%・セメント20〜30%パーライト粗骨材10〜30%の比率で混合する。The mixture is mixed at a ratio of diatomaceous earth 50 to 70%, cement 20 to 30% pearlite coarse aggregate 10 to 30%.

この珪藻土の平均粒径は5ミクロン〜1ミリが望ましい。  The average particle diameter of the diatomaceous earth is preferably 5 microns to 1 mm.

又パーライト粗骨材は真珠岩や黒曜石などを急速に加熱・膨張させたもので、内部に機密性のある小気泡を多数有する極めて軽量な砂利状のものである。(壁・床の重量を軽量化するため)  The pearlite coarse aggregate is obtained by rapidly heating and expanding pearlite, obsidian, etc., and is a very light gravel-like shape having many secret small bubbles inside. (To reduce the weight of walls and floors)

又補強ラスは薄鉄板に様々な切れ目を入れて引き伸ばしたもので、その薄板の厚みが0.4ミリ〜0.8ミリの平ラス呼ばれる金属製鋼(壁強度が必要の場合は厚みを変更する)をいう。  Reinforcing lath is a thin steel plate with various cuts and stretched, and the thickness of the thin plate is a flat steel called a flat lath with a thickness of 0.4 mm to 0.8 mm (change the thickness if wall strength is required) ).

さらに合成用スラブ用デッキプレートはコンクリート床用の型枠材で、厚みが1.0ミリ鉄板加工品である。  Furthermore, the deck plate for slabs for synthesis is a formwork material for concrete floors, and is a 1.0 mm thick iron plate processed product.

発明の効果The invention's effect

以上のように、本発明は既設木造住宅の室内に据置使用する耐震・耐火性を備えた室内避難部屋として気象庁からの緊急地震速報が発令される数秒から十数秒の間にこの避難部屋に避難すれば、命だけは守れる空間となり特に寝たきり老人や身体障害者の方々及び就寝時の部屋としても利用でき震災事故を確実に防止することが出来る、又構成材を全て直線材とすることが出来るので工場製作や現場作業面での効率を改善する事が出来、最適なラーメン構造6面体が得られ、さらに鉄骨特有の強さ・靱性・弾性があるのでより強固な家屋構造が得ることが出来る、又 室内の壁面は珪藻土が持つ優れた耐火性・断熱性・遮音性を十分に得ることが出来る壁面となり、室内側の型枠を取り除けば、珪藻土が持つその他の効力つまり吸湿性や脱臭効果も得ることが出来る生活空間となる。  As described above, the present invention evacuates to this evacuation room within a few seconds to a dozen seconds when an earthquake early warning is issued from the Japan Meteorological Agency as an earthquake-proof and fire-proof room evacuation room that is installed in the room of an existing wooden house. In this way, it can be used as a space where only life can be protected, especially for bedridden elderly people and people with physical disabilities, as well as rooms for bedtime, and can prevent earthquake accidents. It is possible to improve the efficiency of factory production and field work, and to obtain the optimal ramen structure hexahedron, and to obtain a stronger house structure due to the strength, toughness and elasticity unique to steel frames. In addition, the wall surface of the room can obtain the excellent fire resistance, heat insulation, and sound insulation properties of diatomaceous earth, and if the indoor formwork is removed, other effects of diatomaceous earth, that is, moisture absorption and deodorization can be achieved. Fruit also becomes can living space to obtain.

耐震と耐火性を有する屋内型避難施設の透視図  Perspective view of an indoor evacuation facility with earthquake and fire resistance 同平面図と部分詳細図  Top view and partial details 同断面図  Cross section 室内型避難施設を木造建物の一室に施工した断面図  Cross section of an indoor evacuation facility constructed in a room of a wooden building

産業上の利用の可能性Industrial applicability

珪藻土やパーライト粗骨材は自然の材料であり、地球に優しいエコ素材で構造体は既設解体時にリサイクルして次の建物にも再利用できる。  Diatomaceous earth and pearlite coarse aggregate are natural materials and are eco-friendly materials that are kind to the earth. The structure can be recycled at the time of existing dismantling and reused in the next building.

1 鉄筋コンクリート基礎
2 鉄骨柱
3 下部鉄骨梁
4 下部短尺鉄骨梁
5 上部鉄骨梁
6 上部短尺鉄骨梁
7 鉄骨水平ブレース
8 エキスパンドメタル
9 軽量鉄骨枠組
10 鉄板波板型枠
11 補強ラス
12 珪藻土を主原料とする混合物
13 合成スラブ用デッキプレート
14 直貼り用床仕上げ材
DESCRIPTION OF SYMBOLS 1 Reinforced concrete foundation 2 Steel column 3 Lower steel beam 4 Lower short steel beam 5 Upper steel beam 6 Upper short steel beam 7 Steel horizontal brace 8 Expanded metal 9 Light steel framework 10 Steel plate corrugated formwork 11 Reinforced lath 12 Diatomaceous earth Mixing 13 Deck plate for synthetic slab 14 Floor finishing material for direct application

Claims (3)

既存木造家屋の一室に設けられる耐震・耐火避難部屋において、四隅に立設された補強鉄骨柱と柱の下部部分に地中梁の代わりをなす下部鉄骨梁、上部には四本の上部鉄骨梁を固定し、四隅に立設された補強鉄骨柱の上部に対角線上に鉄骨水平ブレースを固定したラーメン構造6面体の構造体並びに上部全体に小さな落下物を受け止めるエキスパンドメタルを敷き詰めた構造体。  In an earthquake- and fire-proof evacuation room in one room of an existing wooden house, reinforced steel columns standing in four corners and a lower steel beam that replaces the underground beam in the lower part of the column, the upper four steel frames in the upper part A structure with a rigid frame that has fixed beams and a steel frame horizontal brace diagonally fixed to the upper part of the reinforced steel column standing upright at the four corners, and an expanded metal that covers small falling objects over the entire upper part. 軽量鉄骨で枠組みを造り鉄骨本体の上部鉄骨梁と下部鉄骨梁に固定し、樹脂成形型枠やせき板に鉄板波板材を使用し型枠材として取り付け、その空間に上部より珪藻土を主原料とする混合物を流し込み耐火性能を有する壁面を造り、床面は合成スラブ用デッキプレートの上に上記混合物を流し平滑に均した構造体。  A lightweight steel frame is made and fixed to the upper and lower steel beams of the steel body, and a steel plate corrugated plate material is used as the mold material for the resin-molded mold and slats, and diatomaceous earth is used as the main raw material in the space. This is a structure in which a wall with fireproof performance is made by pouring the mixture into which the above mixture is poured, and the floor is flushed and smoothed on the synthetic slab deck plate. 混合物の比率は珪藻土を主原料とし硬化剤としてセメント20〜30%・粗骨材10〜30%の比率で混合した耐火壁の構造体。  The ratio of the mixture is a fire wall structure in which diatomaceous earth is used as a main raw material and cement is mixed in a ratio of 20-30% cement and 10-30% coarse aggregate.
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JP2013234481A (en) * 2012-05-08 2013-11-21 Apple Home Co Ltd Method for reinforcing earthquake-resistant shelter, and earthquake-resistant shelter with high earthquake-resistance strength
CN103993751A (en) * 2014-05-20 2014-08-20 东南大学 Wall reinforcing structure and method for improving integrality of historic buildings
WO2016187793A1 (en) * 2015-05-25 2016-12-01 刘惠河 Earthquake-resistant house
JP2019011639A (en) * 2017-06-30 2019-01-24 株式会社アサノ不燃 Fireproof wooden disaster prevention shelter
GB2579164A (en) * 2018-09-13 2020-06-17 Bripco Uk Ltd Fire Barrier

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102535927A (en) * 2011-12-23 2012-07-04 温万才 Multipurpose shockproof and fireproof refuge room and building refuge system
CN102535927B (en) * 2011-12-23 2015-01-07 温万才 Building refuge system
JP2013234481A (en) * 2012-05-08 2013-11-21 Apple Home Co Ltd Method for reinforcing earthquake-resistant shelter, and earthquake-resistant shelter with high earthquake-resistance strength
CN103993751A (en) * 2014-05-20 2014-08-20 东南大学 Wall reinforcing structure and method for improving integrality of historic buildings
CN103993751B (en) * 2014-05-20 2016-01-13 东南大学 A wall reinforcement structure and method for strengthening the integrity of ancient buildings
WO2016187793A1 (en) * 2015-05-25 2016-12-01 刘惠河 Earthquake-resistant house
JP2019011639A (en) * 2017-06-30 2019-01-24 株式会社アサノ不燃 Fireproof wooden disaster prevention shelter
GB2579164A (en) * 2018-09-13 2020-06-17 Bripco Uk Ltd Fire Barrier
GB2579164B (en) * 2018-09-13 2023-01-11 Bripco Uk Ltd Fire Barrier

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