JP5405213B2 - Building structure and unit building - Google Patents

Building structure and unit building Download PDF

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JP5405213B2
JP5405213B2 JP2009157943A JP2009157943A JP5405213B2 JP 5405213 B2 JP5405213 B2 JP 5405213B2 JP 2009157943 A JP2009157943 A JP 2009157943A JP 2009157943 A JP2009157943 A JP 2009157943A JP 5405213 B2 JP5405213 B2 JP 5405213B2
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heat transfer
pillar
fireproof
building
wooden
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JP2011012465A (en
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圭 坪川
孝典 小熊
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Toyota Housing Corp
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Description

本発明は、建物構造及びユニット建物に関する。   The present invention relates to a building structure and a unit building.

住宅等の建物の耐火性能を向上させるため、特許文献1では、柔軟な耐火被覆材で柱を被覆することが記載されている。ここでは、まず、二本の柱の外面同士に取り付けられた耐火被覆材を、柱と柱の間の手前側で合わせ、アルミニウム粘着テープで仮止めして連結具で連結した後、柱と柱の間の隙間に押し込み、この上からアルミニウム粘着テープで蓋をして、耐火被覆材が柱間の隙間から出ないようにして、耐火被覆材を柱に被覆している。   In order to improve the fireproof performance of a building such as a house, Patent Document 1 describes that a column is covered with a flexible fireproof coating material. Here, first, the fireproof coverings attached to the outer surfaces of the two pillars are aligned on the front side between the pillars, temporarily fixed with aluminum adhesive tape and connected with a connector, and then between the pillars. The column is covered with a fireproof coating material so that the fireproof coating material does not come out of the space between the columns.

特開平11−229524号公報JP-A-11-229524

しかしながら、これらの作業は繁雑であり、作業性が良くない。このため、作業工数が増え、柱部材が高コストとなってしまう。   However, these operations are complicated and workability is not good. For this reason, an operation man-hour increases and a pillar member will become high cost.

本発明は上記事実を考慮し、耐火性能を向上させることができ、作業性の良い建物構造及びユニット建物を得ることを目的とする。   In view of the above facts, the present invention has an object to obtain a building structure and a unit building that can improve fire resistance and have good workability.

請求項1に記載の発明は、建物構造において、建物ユニットの柱部材の近傍に設けられ、前記柱部材の高さ方向の全域に亘って延在し、屋内側からの前記柱部材への熱伝達を少なくとも抑制する熱伝達抑制手段を有し、前記熱伝達抑制手段が、前記柱部材の屋内側と対面して設けられた耐火ボードと、前記耐火ボードと前記柱部材の間に設けられた第1空間と、を含んで構成され、前記第1空間には、前記柱部材の高さ方向の全域に亘って延在する耐火部材が設けられ、前記耐火部材は木質部材であり、前記木質部材に耐火フィルムが巻かれている。 The invention according to claim 1 is provided in the building structure in the vicinity of the pillar member of the building unit, extends over the entire area in the height direction of the pillar member, and heats the pillar member from the indoor side. A heat transfer suppressing means for suppressing transmission at least, the heat transfer suppressing means being provided between the fireproof board provided facing the indoor side of the pillar member, and between the fireproof board and the pillar member; The first space is provided with a fire-resistant member that extends over the entire region in the height direction of the pillar member, and the fire-resistant member is a wood member, and the wood A fireproof film is wound around the member.

火災時の建物の倒壊を防ぐため、建物構造の耐火性能を向上させる必要がある。このため、請求項1に記載の発明では、建物ユニットの柱部材の近傍に、柱部材の高さ方向の全域に亘って延在する熱伝達抑制手段を設け、屋内側からの柱部材への熱伝達を少なくとも抑制している。これにより、建物構造の耐火性能が向上する。また、柱部材の近傍に熱伝達抑制手段を設けるだけなので、柱部材に耐火被覆材を被覆させる場合と比較して作業性が良い。   In order to prevent the building from collapsing during a fire, it is necessary to improve the fire resistance of the building structure. For this reason, in invention of Claim 1, the heat-transfer suppression means extended over the whole region of the height direction of a pillar member is provided in the vicinity of the pillar member of a building unit, and the pillar member from the indoor side to the pillar member It suppresses heat transfer at least. Thereby, the fireproof performance of a building structure improves. In addition, since only the heat transfer suppression means is provided in the vicinity of the column member, the workability is better than when the column member is covered with a fireproof coating material.

ここで、「柱部材の近傍」とは、柱部材に対して非接触の状態を意味する。また、熱伝達抑制手段は、屋内側からの柱部材への熱伝達を少なくとも抑制するものであるため、屋内側からの柱部材への熱伝達を遮断するものも含まれる。
また、本発明では、柱部材の屋内側に、柱部材と対面して耐火ボードを設けることで、屋内側から柱部材への熱伝達を抑制、或いは遮断すると共に、耐火ボードと柱部材の間に第1空間を設けることで、耐火ボードから柱部材への直接的な熱伝達が抑制される。
さらに、本発明では、第1空間に耐火部材を設けることで、耐火ボードから柱部材への熱伝達を抑制、或いは遮断することができ、建物構造の耐火性能を向上させることができる。
また、耐火部材として木質部材を用いることで、該木質部材を介して外壁及び内壁と柱部材との間の通気性を確保することができる。
ここで、木質部材は鋼材である柱部材の表面よりも表面摩擦係数が高いため、柱部材と比較して表面に耐火フィルムを巻きやすく、作業は容易である。このため、木質部材に耐火フィルムを巻くことで、木質部材の耐火性能を向上させている。
Here, “in the vicinity of the column member” means a non-contact state with respect to the column member. In addition, since the heat transfer suppression means suppresses at least heat transfer from the indoor side to the column member, the heat transfer suppression means includes one that blocks heat transfer from the indoor side to the column member.
In the present invention, a fireproof board is provided on the indoor side of the pillar member so as to face the pillar member, thereby suppressing or blocking heat transfer from the indoor side to the pillar member, and between the fireproof board and the pillar member. By providing the first space in the direct heat transfer from the fireproof board to the column member is suppressed.
Furthermore, in this invention, by providing a fireproof member in 1st space, the heat transfer from a fireproof board to a pillar member can be suppressed or interrupted | blocked, and the fireproof performance of a building structure can be improved.
Further, by using a wooden member as the fireproof member, air permeability between the outer wall and the inner wall and the column member can be ensured through the wooden member.
Here, since the wooden member has a higher surface friction coefficient than the surface of the column member made of steel, it is easier to wind a fire-resistant film on the surface than the column member, and the operation is easy. For this reason, the fireproof performance of a wooden member is improved by winding a fireproof film around a wooden member.

請求項2に記載の発明は、建物構造において、建物ユニットの柱部材の近傍に設けられ、前記柱部材の高さ方向の全域に亘って延在し、屋内側からの前記柱部材への熱伝達を少なくとも抑制する熱伝達抑制手段を有し、前記熱伝達抑制手段が、前記建物ユニットの柱部材間に配置された外壁と内壁の間に設けられた第2空間と、前記第2空間に設けられ、前記柱部材の高さ方向の全域に亘って延在する耐火部材と、を含んで構成され、前記耐火部材が木質部材であり、前記木質部材に耐火フィルムが巻かれている。 The invention according to claim 2 is provided in the vicinity of the pillar member of the building unit in the building structure, extends over the entire region in the height direction of the pillar member, and heats the pillar member from the indoor side. Heat transfer suppression means for suppressing transmission at least, wherein the heat transfer suppression means is provided in the second space between the outer wall and the inner wall disposed between the pillar members of the building unit; And a fireproof member extending over the entire height direction of the pillar member. The fireproof member is a wooden member, and a fireproof film is wound around the wooden member.

請求項2に記載の発明では、建物ユニットの柱部材の近傍に、柱部材の高さ方向の全域に亘って延在する熱伝達抑制手段を設け、屋内側からの柱部材への熱伝達を少なくとも抑制している。これにより、建物構造の耐火性能が向上する。また、柱部材の近傍に熱伝達抑制手段を設けるだけなので、柱部材に耐火被覆材を被覆させる場合と比較して作業性が良い。ここで、「柱部材の近傍」とは、柱部材に対して非接触の状態を意味する。また、熱伝達抑制手段は、屋内側からの柱部材への熱伝達を少なくとも抑制するものであるため、屋内側からの柱部材への熱伝達を遮断するものも含まれる。
また、本発明では、建物ユニットの柱部材間に配置された外壁と内壁の間に第2空間を設け、該第2空間に、柱部材の高さ方向の全域に亘って延在する耐火部材を設けることで、屋内側から内壁を通じて回り込んで柱部材へ伝達される熱を抑制、或いは遮断することができる。
さらに、本発明では、耐火部材として木質部材を用いることで、該木質部材を介して外壁及び内壁と柱部材との間の通気性を確保することができる。ここで、木質部材は鋼材である柱部材の表面よりも表面摩擦係数が高いため、柱部材と比較して表面に耐火フィルムを巻きやすく、作業は容易である。このため、木質部材に耐火フィルムを巻くことで、木質部材の耐火性能を向上させている。
In invention of Claim 2, the heat-transfer suppression means extended over the whole region of the height direction of a pillar member is provided in the vicinity of the pillar member of a building unit, and heat transfer to the pillar member from the indoor side is carried out. At least suppressed. Thereby, the fireproof performance of a building structure improves. In addition, since only the heat transfer suppression means is provided in the vicinity of the column member, the workability is better than when the column member is covered with a fireproof coating material. Here, “in the vicinity of the column member” means a non-contact state with respect to the column member. In addition, since the heat transfer suppression means suppresses at least heat transfer from the indoor side to the column member, the heat transfer suppression means includes one that blocks heat transfer from the indoor side to the column member.
Moreover, in this invention, the 2nd space is provided between the outer wall and inner wall arrange | positioned between the pillar members of a building unit, and the fireproof member extended over the whole area of the height direction of a pillar member in this 2nd space. By providing, it is possible to suppress or block heat transferred from the indoor side through the inner wall to the pillar member.
Furthermore, in this invention, by using a wooden member as a fireproof member, the air permeability between an outer wall and an inner wall, and a pillar member can be ensured through this wooden member. Here, since the wooden member has a higher surface friction coefficient than the surface of the column member made of steel, it is easier to wind a fire-resistant film on the surface than the column member, and the operation is easy. For this reason, the fireproof performance of a wooden member is improved by winding a fireproof film around a wooden member.

請求項3に記載の発明は、建物構造において、建物ユニットの柱部材の近傍に設けられ、前記柱部材の高さ方向の全域に亘って延在し、屋内側からの前記柱部材への熱伝達を少なくとも抑制する熱伝達抑制手段を有し、前記熱伝達抑制手段が、前記柱部材の屋内側の第1側面に対面して設けられた耐火ボードと、前記柱部材の前記第1側面の両側に位置する第2側面の近傍に設けられ、柱部材の高さ方向の全域に亘って延在する耐火部材と、を含んで構成され、前記耐火部材が木質部材であり、前記木質部材に耐火フィルムが巻かれている。 The invention according to claim 3 is provided in the building structure in the vicinity of the pillar member of the building unit, extends over the entire area in the height direction of the pillar member, and heats the pillar member from the indoor side. A heat transfer suppressing means that suppresses at least transmission, and the heat transfer suppressing means includes a fireproof board provided facing the first side surface on the indoor side of the column member, and the first side surface of the column member. A fire-resistant member provided near the second side surface located on both sides and extending over the entire region in the height direction of the column member, the fire-resistant member is a wood member, and the wood member Fireproof film is wound.

請求項3に記載の発明では、建物ユニットの柱部材の近傍に、柱部材の高さ方向の全域に亘って延在する熱伝達抑制手段を設け、屋内側からの柱部材への熱伝達を少なくとも抑制している。これにより、建物構造の耐火性能が向上する。また、柱部材の近傍に熱伝達抑制手段を設けるだけなので、柱部材に耐火被覆材を被覆させる場合と比較して作業性が良い。ここで、「柱部材の近傍」とは、柱部材に対して非接触の状態を意味する。また、熱伝達抑制手段は、屋内側からの柱部材への熱伝達を少なくとも抑制するものであるため、屋内側からの柱部材への熱伝達を遮断するものも含まれる。
また、本発明では、柱部材の屋内側の第1側面に対面して耐火ボードを設けることで、屋内側から柱部材への熱伝達を少なくとも抑制する。そして、柱部材の第1側面の両側に位置する第2側面の近傍に、柱部材の高さ方向の全域に亘って延在する耐火部材を設けることで、屋内側から内壁を通じて回り込んで柱部材へ伝達される熱を抑制、或いは遮断することができる。これにより、建物構造の耐火性能を向上させることができる。
さらに、本発明では、耐火部材として木質部材を用いることで、該木質部材を介して外壁及び内壁と柱部材との間の通気性を確保することができる。ここで、木質部材は鋼材である柱部材の表面よりも表面摩擦係数が高いため、柱部材と比較して表面に耐火フィルムを巻きやすく、作業は容易である。このため、木質部材に耐火フィルムを巻くことで、木質部材の耐火性能を向上させている。
In invention of Claim 3, the heat-transfer suppression means extended over the whole region of the height direction of a pillar member is provided in the vicinity of the pillar member of a building unit, and heat transfer to the pillar member from the indoor side is carried out. At least suppressed. Thereby, the fireproof performance of a building structure improves. In addition, since only the heat transfer suppression means is provided in the vicinity of the column member, the workability is better than when the column member is covered with a fireproof coating material. Here, “in the vicinity of the column member” means a non-contact state with respect to the column member. In addition, since the heat transfer suppression means suppresses at least heat transfer from the indoor side to the column member, the heat transfer suppression means includes one that blocks heat transfer from the indoor side to the column member.
Moreover, in this invention, the heat transfer from an indoor side to a pillar member is suppressed at least by facing a 1st side surface on the indoor side of a pillar member, and providing a fireproof board. And by providing the fireproof member extended over the whole area of the height direction of a pillar member in the vicinity of the 2nd side located in the both sides of the 1st side of a pillar member, it goes around through an inner wall from the indoor side, and a pillar Heat transmitted to the member can be suppressed or blocked. Thereby, the fireproof performance of a building structure can be improved.
Furthermore, in this invention, by using a wooden member as a fireproof member, the air permeability between an outer wall and an inner wall, and a pillar member can be ensured through this wooden member. Here, since the wooden member has a higher surface friction coefficient than the surface of the column member made of steel, it is easier to wind a fire-resistant film on the surface than the column member, and the operation is easy. For this reason, the fireproof performance of a wooden member is improved by winding a fireproof film around a wooden member.

請求項4に記載の発明は、建物構造において、建物ユニットの柱部材の近傍に設けられ、前記柱部材の高さ方向の全域に亘って延在し、屋内側からの前記柱部材への熱伝達を少なくとも抑制する熱伝達抑制手段を有し、前記熱伝達抑制手段が、前記建物ユニットの柱部材間に配置された外壁と内壁の間に設けられた第2空間と、前記第2空間に設けられ、前記柱部材の高さ方向の全域に亘って延在する耐火部材と、を含んで構成されている。 The invention according to claim 4 is provided in the vicinity of the pillar member of the building unit in the building structure, extends over the entire area in the height direction of the pillar member, and heats the pillar member from the indoor side. Heat transfer suppression means for suppressing transmission at least, wherein the heat transfer suppression means is provided in the second space between the outer wall and the inner wall disposed between the pillar members of the building unit; And a refractory member extending over the entire height direction of the column member.

請求項4に記載の発明では、建物ユニットの柱部材の近傍に、柱部材の高さ方向の全域に亘って延在する熱伝達抑制手段を設け、屋内側からの柱部材への熱伝達を少なくとも抑制している。これにより、建物構造の耐火性能が向上する。また、柱部材の近傍に熱伝達抑制手段を設けるだけなので、柱部材に耐火被覆材を被覆させる場合と比較して作業性が良い。ここで、「柱部材の近傍」とは、柱部材に対して非接触の状態を意味する。また、熱伝達抑制手段は、屋内側からの柱部材への熱伝達を少なくとも抑制するものであるため、屋内側からの柱部材への熱伝達を遮断するものも含まれる。
また、本発明では、建物ユニットの柱部材間に配置された外壁と内壁の間に第2空間を設け、該第2空間に、柱部材の高さ方向の全域に亘って延在する耐火部材を設けることで、屋内側から内壁を通じて回り込んで柱部材へ伝達される熱を抑制、或いは遮断することができる。
In invention of Claim 4, the heat-transfer suppression means extended over the whole region of the height direction of a pillar member is provided in the vicinity of the pillar member of a building unit, and heat transfer to the pillar member from the indoor side is carried out. At least suppressed. Thereby, the fireproof performance of a building structure improves. In addition, since only the heat transfer suppression means is provided in the vicinity of the column member, the workability is better than when the column member is covered with a fireproof coating material. Here, “in the vicinity of the column member” means a non-contact state with respect to the column member. In addition, since the heat transfer suppression means suppresses at least heat transfer from the indoor side to the column member, the heat transfer suppression means includes one that blocks heat transfer from the indoor side to the column member.
Moreover, in this invention, the 2nd space is provided between the outer wall and inner wall arrange | positioned between the pillar members of a building unit, and the fireproof member extended over the whole area of the height direction of a pillar member in this 2nd space. By providing, it is possible to suppress or block heat transferred from the indoor side through the inner wall to the pillar member.

請求項に記載の発明は、請求項又はに記載の建物構造において、前記耐火ボードは前記建物ユニットの屋内側から前記木質部材へ留付けられている。 The invention according to claim 5 is the building structure according to claim 1 or 3 , wherein the fireproof board is fastened to the wooden member from the indoor side of the building unit.

請求項に記載の発明では、屋内側から耐火ボードを木質部材へ留付けることで、耐火ボードに木質部材を固定させることができる。 In invention of Claim 5 , a wooden member can be fixed to a fireproof board by fastening a fireproof board to a wooden member from the indoor side.

請求項に記載の発明は、請求項1、3、5の何れか1項に記載の建物構造において、前記耐火ボードのうち、前記木質部材と木質部材の間を、ガラス繊維入り耐火ボードとしている。 The invention according to claim 6 is the building structure according to any one of claims 1, 3 , and 5 , and among the fireproof boards, a space between the wooden member and the wooden member is used as a glass fiber fireproof board. Yes.

ガラス繊維入り耐火ボードは通常の耐火ボードよりも耐火性が高いため、請求項に記載の発明では、耐火ボードのうち、木質部材と木質部材の間を、ガラス繊維入り耐火ボードとすることで、このガラス繊維入り耐火ボードの使用を必要最小限としている。 Since the fireproof board with glass fiber is higher in fire resistance than a normal fireproof board, in the invention according to claim 6 , among the fireproof boards, between the wooden member and the wooden member is a fireproof board with glass fiber. The use of this glass fiber fireproof board is minimized.

請求項に記載の発明は、ユニット建物において、請求項1〜の何れか1項に記載の建物構造が適用されている。 In the invention according to claim 7 , the building structure according to any one of claims 1 to 6 is applied to the unit building.

請求項に記載の発明では、請求項1〜の何れか1項に記載の建物構造をユニット建物に適用させることで、請求項1〜の何れか1項に記載の建物構造の効果と略同一の効果をユニット建物において得ることができる。また、ユニット建物を構成する建物ユニットを工場生産するので品質管理し易い。 In invention of Claim 7 , the effect of the building structure of any one of Claims 1-6 is made by applying the building structure of any one of Claims 1-6 to a unit building. It is possible to obtain substantially the same effect as in the unit building. Moreover, since the building unit which comprises a unit building is manufactured in a factory, quality control is easy.

請求項1に記載の発明によれば、建物構造の耐火性能が向上するだけでなく、柱部材へ耐火被覆材を被覆する場合と比較して、柱部材の構成を簡素化することができ、施工性が向上する。   According to the invention described in claim 1, not only the fire resistance performance of the building structure is improved, but the structure of the pillar member can be simplified as compared with the case where the pillar member is covered with the fireproof coating material. Workability is improved.

請求項2に記載の発明によれば、屋内側から内壁を通じて回り込んで柱部材へ伝達される熱を少なくとも抑制することで、建物構造の耐火性能を向上させることができる。 According to the second aspect of the present invention, it is possible to improve the fire resistance of the building structure by suppressing at least heat transmitted from the indoor side through the inner wall to the pillar member.

請求項3に記載の発明によれば、屋内側から内壁を通じて回り込んで柱部材へ伝達される熱を少なくとも抑制することで、建物構造の耐火性能を向上させることができる。 According to the third aspect of the present invention, the fire resistance of the building structure can be improved by suppressing at least heat transmitted from the indoor side through the inner wall to the pillar member.

請求項4に記載の発明によれば、屋内側から内壁を通じて回り込んで柱部材へ伝達される熱を少なくとも抑制することで、建物構造の耐火性能を向上させることができる。   According to invention of Claim 4, the fireproof performance of a building structure can be improved by suppressing at least the heat | fever which goes around through an inner wall from the indoor side, and is transmitted to a pillar member.

請求項に記載の発明によれば、例えば、木質部材を接着剤などで耐火ボードに固定する場合と比較して、施工性が向上する。 According to invention of Claim 5 , workability improves compared with the case where a wooden member is fixed to a fireproof board with an adhesive agent etc., for example.

請求項に記載の発明によれば、建物構造の耐火性能を安価で向上させることができる。 According to invention of Claim 6 , the fireproof performance of a building structure can be improved at low cost.

請求項に記載の発明によれば、請求項1〜の何れか1項に記載の発明の効果と略同一の効果を得ることができると共に、高い耐火品質を得ることができる。 According to the seventh aspect of the invention, it is possible to obtain substantially the same effect as that of any one of the first to sixth aspects, and to obtain high fire resistance quality.

本実施の形態に係るユニット建物の壁部を示す断面図である。It is sectional drawing which shows the wall part of the unit building which concerns on this Embodiment. 本実施の形態に係るユニット建物の壁部を示す斜視図である。It is a perspective view which shows the wall part of the unit building which concerns on this Embodiment. 本実施の形態に係るユニット建物の壁部を示す断面図であり、グラスウールを図示している。It is sectional drawing which shows the wall part of the unit building which concerns on this Embodiment, and has illustrated glass wool. 壁部内の柱部材を温度上昇させる経路を示す断面図である。It is sectional drawing which shows the path | route which raises the temperature of the pillar member in a wall part. (A)、(B)は、それぞれ耐火性能を示す比較グラフである。(A) and (B) are comparative graphs showing fire resistance. 本実施の形態に係るユニット建物の壁部の変形例を示す断面図である。It is sectional drawing which shows the modification of the wall part of the unit building which concerns on this Embodiment.

図1及び図2には、本実施形態の建物構造10が適用された建物ユニット12を隣接配置して構成されたユニット建物14の壁部16が示されている。なお、図2では、外板26、外壁フレーム52の横桟52B及び内壁フレーム58の横桟58Bの図示を省略している。   1 and 2 show a wall portion 16 of a unit building 14 configured by adjacently arranging building units 12 to which the building structure 10 of the present embodiment is applied. In FIG. 2, illustration of the outer plate 26, the horizontal beam 52 </ b> B of the outer wall frame 52 and the horizontal beam 58 </ b> B of the inner wall frame 58 is omitted.

建物ユニット12は、柱部材18を四隅に備えた略箱型を成しており、建物ユニット12が隣接配置された状態で、柱部材18において、建物ユニット12の室外22側(以下、室外22側又は室内24側というときは、建物ユニット12の室外(屋外)22側又は建物ユニット12の室内(屋内)24側の意味する)には、複数の外板26が配置されている。この外板26は、後述する外壁フレーム52と共にユニット建物14の外壁を構成している。   The building unit 12 has a substantially box shape with pillar members 18 at the four corners. With the building units 12 disposed adjacent to each other, the column member 18 has an outdoor 22 side (hereinafter referred to as an outdoor 22). When it is referred to as the side or the indoor 24 side, it means the outdoor (outdoor) 22 side of the building unit 12 or the indoor (indoor) 24 side of the building unit 12). The outer plate 26 constitutes an outer wall of the unit building 14 together with an outer wall frame 52 described later.

本実施形態では、建物ユニット12の外板26において、隣り合う建物ユニット12同士が接続される、いわゆるドッキング部Xを有する外板26Aとこの外板26A以外の外板26Bとでは幅寸法が異なっており、例えば、外板26Aの幅が250mmであるのに対して、外板26Bでは、その幅が1000mmとなるように形成されている。   In the present embodiment, in the outer plate 26 of the building unit 12, the outer plate 26A having a so-called docking portion X to which adjacent building units 12 are connected and the outer plate 26B other than the outer plate 26A have different width dimensions. For example, the width of the outer plate 26A is 250 mm, whereas the width of the outer plate 26B is 1000 mm.

また、外板26間の縦目地は、シーリング材30等によってシールされている。外板26の外側には、ジョイント処理材32が貼着されている。このジョイント処理材32は、たとえば、ブチルゴムによってテープ状(所定幅のシート状)に形成されており、ジョイント処理材32の表面には、接着剤等により仕上げ材28が貼り付けられている。   Further, the vertical joints between the outer plates 26 are sealed by a sealing material 30 or the like. A joint processing material 32 is attached to the outside of the outer plate 26. The joint processing material 32 is formed into a tape shape (a sheet shape having a predetermined width) with butyl rubber, for example, and a finishing material 28 is attached to the surface of the joint processing material 32 with an adhesive or the like.

なお、仕上げ材28は、所定形状(本実施形態では長方形状としているが、正方形状やこれら以外の多角形状等であってもよい)の板状に形成されており、一定のパターンで敷き詰められて、建物の外観をなしている。   The finishing material 28 is formed in a plate shape having a predetermined shape (in the present embodiment, a rectangular shape, but may be a square shape or a polygonal shape other than these), and is spread in a certain pattern. The exterior of the building.

一方、外板26Aの室内24側には、前述した角形鋼管の柱部材18が設けられている。また、外板26Aの内面の幅方向の両端部には、断面略L字状のフレーム部材38の一端部が固定されており、フレーム部材38の他端部は室内24側へ向かって張出している。   On the other hand, the aforementioned square steel pipe column member 18 is provided on the side of the room 24 of the outer plate 26A. Further, one end of a frame member 38 having a substantially L-shaped cross section is fixed to both ends in the width direction of the inner surface of the outer plate 26A, and the other end of the frame member 38 projects toward the interior 24 side. Yes.

フレーム部材38の一端部には、フレーム部材38同士を架け渡すようにして、平板状の鉄板34が固定されている。この鉄板34は柱部材18の高さ方向の全域に亘って延在しており、柱部材18に対して耐火性能を有している。また、鉄板34と柱部材18との間には、空間36が設けられており、この空間36によって、鉄板34から柱部材18への直接的な熱伝達が抑制されている。   A flat steel plate 34 is fixed to one end of the frame member 38 so as to bridge the frame members 38. The iron plate 34 extends over the entire region of the column member 18 in the height direction, and has fire resistance with respect to the column member 18. Further, a space 36 is provided between the iron plate 34 and the column member 18, and direct heat transfer from the iron plate 34 to the column member 18 is suppressed by the space 36.

また、外板26Aのドッキング部X側に位置するフレーム部材38の一端部の内面には、フレーム部材40が固定されている。このフレーム部材40は、柱部材18の高さ方向の全域に亘って延在しており、その断面がクランク状を成している。このフレーム部材40の一端部が、フレーム部材38の一端部の内面に固定されている。フレーム部材38とフレーム部材40との固定、フレーム部材40と柱部材18の固定は、鉄板34と柱部材18との間に空間36が形成される位置関係にて固定されている。   A frame member 40 is fixed to the inner surface of one end of the frame member 38 located on the docking portion X side of the outer plate 26A. The frame member 40 extends over the entire region of the column member 18 in the height direction, and the cross section thereof forms a crank shape. One end of the frame member 40 is fixed to the inner surface of one end of the frame member 38. The frame member 38 and the frame member 40 are fixed and the frame member 40 and the column member 18 are fixed in a positional relationship in which a space 36 is formed between the iron plate 34 and the column member 18.

フレーム部材40同士の他端部は、互いに離間した状態で配置されており、フレーム部材40の他端部同士で形成される隙間41には、グラスウール(断熱材)42(図3参照)が充填されている。これにより、壁部16の断熱、防音、耐火性能を向上させている。なお、図1及び図2には、図3で示すグラスウール42を図示していない。また、図3は、図面の見やすさを考慮して、外板26、外壁フレーム52の横桟52B及び内壁フレーム58の横桟58Bには、ハッチングを入れていない。   The other end portions of the frame members 40 are spaced apart from each other, and the gap 41 formed between the other end portions of the frame member 40 is filled with glass wool (heat insulating material) 42 (see FIG. 3). Has been. Thereby, the heat insulation, soundproofing, and fireproof performance of the wall part 16 are improved. 1 and 2 do not show the glass wool 42 shown in FIG. Further, in FIG. 3, the outer plate 26, the horizontal beam 52B of the outer wall frame 52, and the horizontal beam 58B of the inner wall frame 58 are not hatched in consideration of the visibility of the drawing.

また、フレーム部材40の他端部には、その反対側の面が、それぞれ柱部材18の側面18Aと対面しており、フレーム部材40が柱部材18に固定され、該フレーム部材40を介して、外板26が柱部材18に固定されている。   Further, the other surface of the frame member 40 has the opposite surface facing the side surface 18A of the column member 18, and the frame member 40 is fixed to the column member 18 via the frame member 40. The outer plate 26 is fixed to the column member 18.

柱部材18の側面18Aと対面する柱部材18の側面18Bには、柱部材18の側面18Bを覆うようにして柱部材18の高さ方向の全域に亘って延在する長板状の合板46及び強化石膏ボード48が順番に積層された状態で固定されている。   On the side surface 18B of the column member 18 facing the side surface 18A of the column member 18, a long plate-like plywood 46 extending over the entire region in the height direction of the column member 18 so as to cover the side surface 18B of the column member 18. And the reinforced gypsum board 48 is being fixed in the state laminated | stacked in order.

そして、強化石膏ボード48と、外板26Aのドッキング部Xの反対側に位置するフレーム部材38の他端部の内面との間に設けられた隙間49には、グラスウール42が充填されており、壁部16の断熱、防音、耐火性能を向上させている。   A gap 49 provided between the reinforced gypsum board 48 and the inner surface of the other end of the frame member 38 located on the opposite side of the docking portion X of the outer plate 26A is filled with glass wool 42, The heat insulation, soundproofing, and fireproof performance of the wall 16 are improved.

フレーム部材38の他端部の外面は、外壁フレーム52の縦桟52Aに固定される。この外壁フレーム52の縦桟52Aは、溝形鋼によって構成されており、柱部材18の高さ方向の全域に亘って延在している。フレーム部材38の他端部の外面は、この縦桟52Aのウエブの外面に固定されている。   The outer surface of the other end portion of the frame member 38 is fixed to the vertical beam 52 </ b> A of the outer wall frame 52. The vertical beam 52A of the outer wall frame 52 is made of channel steel and extends over the entire region of the column member 18 in the height direction. The outer surface of the other end portion of the frame member 38 is fixed to the outer surface of the web of the vertical beam 52A.

外壁フレーム52の縦桟52Aの内側には、隣り合う縦桟52A同士を架け渡す横桟52Bが設けられている。外壁フレーム52の横桟52Bの室内24側には、後述する内板68と共にユニット建物14の内壁を構成する内壁フレーム58が設けられている。この内壁フレーム58は、柱部材18の高さ方向の全域に亘って延在する角柱状の木製の縦桟58Aと、隣り合う縦桟58A同士を架け渡す横桟58Bと、を備えており、内壁フレーム58と外壁フレーム52との間には、空間66が設けられている。   Inside the vertical beam 52A of the outer wall frame 52, there is provided a horizontal beam 52B that bridges adjacent vertical beams 52A. An inner wall frame 58 that forms an inner wall of the unit building 14 together with an inner plate 68 to be described later is provided on the side of the room 24 of the lateral wall 52B of the outer wall frame 52. The inner wall frame 58 includes a prismatic wooden vertical beam 58A that extends over the entire region in the height direction of the column member 18, and a horizontal beam 58B that bridges adjacent vertical beams 58A. A space 66 is provided between the inner wall frame 58 and the outer wall frame 52.

ここで、外壁フレーム52の縦桟52Aの室内24側に位置するフランジの外面には、柱部材18の高さ方向の全域に亘って延在する角柱状の木質部材56(後述する)が設けられており、この木質部材56が外壁フレーム52の縦桟52Aと内壁フレーム58の縦桟58Aとの間で固定され、空間66と空間49の間を塞いでいる。なお、空間66内には、空間49と同様、グラスウール42(図3参照)が充填されており、空間66内の断熱、防音、耐火性能を向上させている。   Here, on the outer surface of the flange located on the side of the room 24 of the vertical beam 52A of the outer wall frame 52, a prismatic wooden member 56 (described later) extending over the entire region in the height direction of the column member 18 is provided. The wooden member 56 is fixed between the vertical beam 52A of the outer wall frame 52 and the vertical beam 58A of the inner wall frame 58 and closes the space 66 and the space 49. The space 66 is filled with glass wool 42 (see FIG. 3), like the space 49, to improve the heat insulation, soundproofing, and fireproof performance in the space 66.

一方、内壁フレーム58の縦桟58Aの柱部材18側には、柱部材18の高さ方向の全域に亘って延在する角柱状の木質部材59が固定されている。この木質部材59は、内壁フレーム58の縦桟58Aと共に木質部材56と対面しており、隣り合う木質部材59同士の間には、柱部材18と対面して、例えば、硬質ウレタンフォームを材料とする耐火ボード60が設けられている。この耐火ボード60と柱部材18との間には空間62が設けられており、この空間62によって、耐火ボード60から柱部材18への直接的な熱伝達が抑制されている。   On the other hand, a prismatic wooden member 59 extending over the entire height direction of the column member 18 is fixed to the column member 18 side of the vertical beam 58A of the inner wall frame 58. The wooden member 59 faces the wooden member 56 together with the vertical rail 58A of the inner wall frame 58, and faces the pillar member 18 between the adjacent wooden members 59, for example, rigid urethane foam is used as a material. A fireproof board 60 is provided. A space 62 is provided between the fireproof board 60 and the pillar member 18, and direct heat transfer from the fireproof board 60 to the pillar member 18 is suppressed by the space 62.

また、内壁フレーム58の横桟58B及び耐火ボード60の室内24側には、内板68が設けられている。内板68は、ドッキング部Xを有する外板26Aに相当する内板68Aと、それ以外の内板68Bとが、同じ幅寸法となっており、ドッキング部Xを内板68Aで架け渡している。つまり、内板68Aにはドッキング部が存在しない。   Further, an inner plate 68 is provided on the side rail 58 </ b> B of the inner wall frame 58 and the room 24 side of the fireproof board 60. In the inner plate 68, the inner plate 68A corresponding to the outer plate 26A having the docking portion X and the other inner plate 68B have the same width dimension, and the docking portion X is bridged by the inner plate 68A. . That is, the inner plate 68A has no docking portion.

内板68Aは、釘70によって、木質部材59へ留付けられ、内板68Bは、釘70によって、内壁フレーム58の縦桟58Aへ留付けられている。そして、釘70よりも長い釘71によって、内板68A及び木質部材59又は内板68B及び内壁フレーム58の縦桟58Aがそれぞれ木質部材56へ留付けられている。   The inner plate 68A is fastened to the wooden member 59 by the nail 70, and the inner plate 68B is fastened to the vertical beam 58A of the inner wall frame 58 by the nail 70. The inner plate 68A and the wooden member 59 or the inner plate 68B and the vertical beam 58A of the inner wall frame 58 are fastened to the wooden member 56 by the nail 71 longer than the nail 70, respectively.

このように、室内24側から内板68を内壁フレーム58の縦桟58A及び木質部材59へ留付けると共に、内板68A、68B又は縦桟58A及び木質部材59を木質部材56へ留付けることができるため、内板68及び木質部材56を接着剤などで内壁フレーム58の縦桟58A及び木質部材59に固定する場合と比較して、施工性が向上する。なお、この内板68A、68Bには、必要に応じて内装材やクロス等が貼着される。   As described above, the inner plate 68 can be fastened to the vertical rail 58A and the wooden member 59 of the inner wall frame 58 from the indoor 24 side, and the inner plates 68A and 68B or the vertical rail 58A and the wooden member 59 can be fastened to the wooden member 56. Therefore, the workability is improved as compared with the case where the inner plate 68 and the wooden member 56 are fixed to the vertical rail 58A and the wooden member 59 of the inner wall frame 58 with an adhesive or the like. In addition, an interior material, cloth, etc. are stuck to these inner plates 68A and 68B as needed.

ここで、内壁フレーム58の横桟58Bと対面する内板68Bには強化石膏ボードが用いられ、柱部材18と対面する内板68Aにはガラス繊維を混入し補強した石膏を芯材とする強化石膏板(例えば、タイガーグラスロック(商品名:吉野石膏製)が用いられている。この強化石膏板は、強化石膏ボードよりも耐火性能が高くなっている。   Here, a reinforced gypsum board is used for the inner plate 68B facing the crosspiece 58B of the inner wall frame 58, and the inner plate 68A facing the pillar member 18 is reinforced with gypsum reinforced by mixing glass fibers. A gypsum board (for example, Tiger Glass Rock (trade name: manufactured by Yoshino Gypsum)) is used.This reinforced gypsum board has higher fire resistance performance than the reinforced gypsum board.

なお、上記した各部材の相互の組み付けに用いる部材は、確実な組み付けが可能であれば特に限定されない。すなわち、各部材の材質や、組み付け部分の形状などに応じて選択できる。具体的には、釘、ネジ、鋲、リベット、建材用ステープラー、クリップ、接着剤等を適宜用いることが可能である。   In addition, the member used for mutual assembly | attachment of each above-mentioned member will not be specifically limited if reliable assembly | attachment is possible. That is, it can select according to the material of each member, the shape of an assembly part, etc. Specifically, nails, screws, scissors, rivets, building material staplers, clips, adhesives, and the like can be used as appropriate.

次に、本実施形態の作用を説明する。   Next, the operation of this embodiment will be described.

建物ユニット12の室内24側からの出火により火災となった場合、ユニット建物14では、壁部16内の柱部材18を温度上昇させる経路として、図4に示すように、主に2経路A、Bが挙げられる。第1経路Aは、柱部材18のドッキング部Xの内板68にクラックが入り、柱部材18の温度が上昇、又は内板68が剥離して、炎が柱部材18に到達する経路であり、これにより、柱部材18の室内24側の側面18Cが直接炎に炙られ昇温する。   In the case of a fire due to a fire from the room 24 side of the building unit 12, in the unit building 14, as shown in FIG. B is mentioned. The first path A is a path through which the inner plate 68 of the docking portion X of the column member 18 cracks and the temperature of the column member 18 rises or the inner plate 68 peels off, and the flame reaches the column member 18. As a result, the side surface 18C of the column member 18 on the indoor 24 side is directly struck by a flame and the temperature rises.

また、第2経路Bは、ドッキング部Xに隣接する内板68にクラックが入り、柱部材18の側面の温度が上昇、又は内板68が剥離し、炎が柱部材18に到達する経路であり、これにより、柱部材18の側面18Bが直接炎に炙られ昇温する。   Further, the second path B is a path through which the inner plate 68 adjacent to the docking portion X cracks, the temperature of the side surface of the column member 18 rises, or the inner plate 68 peels off, and the flame reaches the column member 18. With this, the side surface 18B of the column member 18 is directly struck by a flame and the temperature rises.

このため、本実施形態では、上記の第1経路及び第2経路を遮断するようにしている。   For this reason, in the present embodiment, the first route and the second route are blocked.

(第1経路の遮断) (Blocking the first route)

図1及び図2に示されるように、本実施形態では、柱部材18の室内24側において、柱部材18と内板68Aの間に耐火ボード60を設けている。この耐火ボード60により、室内24側から柱部材18への熱伝達を遮断している(なお、熱伝達が抑制される場合も含む)。   As shown in FIGS. 1 and 2, in the present embodiment, a fireproof board 60 is provided between the column member 18 and the inner plate 68 </ b> A on the indoor 24 side of the column member 18. The fireproof board 60 blocks heat transfer from the indoor 24 side to the column member 18 (including the case where heat transfer is suppressed).

そして、内板68Aには、強化石膏板を用いている。この強化石膏板は、ガラス繊維入り耐火ボードであり、通常の耐火ボードよりも耐火性が高い(後述する)。このため、内板68のうち、外板26のドッキング部Xと対応する部分、つまり、柱部材18と対面可能な部分のみを強化石膏板としている。   And the reinforced gypsum board is used for the inner board 68A. This reinforced gypsum board is a fireproof board containing glass fiber and has higher fire resistance than a normal fireproof board (described later). Therefore, only the portion of the inner plate 68 corresponding to the docking portion X of the outer plate 26, that is, the portion that can face the column member 18 is a reinforced plaster plate.

強化石膏板は通常の耐火ボードよりもコストが高いため、この強化石膏板の使用を必要最小限とすることで、建物構造10の耐火性能を安価で向上させることができる。また、外板26のドッキング部Xと対応する部分に、防火耐火性能に優れた内板68Aを採用するだけで良いため、複雑な作業を行うことなく、安定した性能を確保することができる。   Since the cost of the reinforced gypsum board is higher than that of a normal fireproof board, the fireproof performance of the building structure 10 can be improved at low cost by minimizing the use of this reinforced gypsum board. Moreover, since it is only necessary to employ the inner plate 68A having excellent fireproof and fireproof performance at the portion corresponding to the docking portion X of the outer plate 26, stable performance can be ensured without performing complicated work.

ここで、図5(A)には、ISO834の燃焼試験における加熱温度及び測定位置に準じた方法により、内板68Aに一般的な耐火ボード(点線で示す)を用いた場合と、強化石膏板(実線で示す)を用いた場合とで、柱部材18の側面18C(柱部材18の側面18Cから12、5mm離間した位置で測定)の温度変化がそれぞれ示されている。   Here, FIG. 5A shows a case where a general fireproof board (indicated by a dotted line) is used for the inner plate 68A by a method according to the heating temperature and measurement position in the combustion test of ISO834, and a reinforced gypsum plate. A change in temperature of the side surface 18C of the column member 18 (measured at a position 12 mm or 5 mm away from the side surface 18C of the column member 18) is shown when using (shown by a solid line).

柱部材18の温度が600℃に到達すると、建物ユニット12の倒壊が想定されるため、ここでは、柱部材18の表面温度が約500℃に到達するまでの時間として、7分間における温度変化を測定した。   When the temperature of the column member 18 reaches 600 ° C., the building unit 12 is assumed to collapse. Therefore, here, as the time until the surface temperature of the column member 18 reaches about 500 ° C., the temperature change in 7 minutes is taken. It was measured.

これによると、火災発生から約3.5分経過してから、一般的な耐火ボードと強化石膏板との間で、徐々に温度差が大きくなり、火災発生から5分〜6分の間は、その温度差が約80℃となっている。そして、火災発生から6分経過してから、さらに温度差が大きくなり、7分経過すると、約130℃となっている。   According to this, after about 3.5 minutes from the occurrence of the fire, the temperature difference gradually increases between the general fireproof board and the reinforced gypsum board. The temperature difference is about 80 ° C. Then, after 6 minutes have passed since the occurrence of the fire, the temperature difference further increases, and after 7 minutes, the temperature is about 130 ° C.

つまり、内板68に一般的な耐火ボードを用いた場合と比較して、強化石膏板を用いた方が、耐火性能が向上することが分かる。   That is, it can be seen that the fireproof performance is improved by using the reinforced gypsum board as compared with the case of using a general fireproof board for the inner plate 68.

なお、本実施形態では、内板68Aに強化石膏板を用い、内板68Aと柱部材18の間に耐火ボード60を設けたが、この両者は必ずしも同時に用いる必要はない。例えば、図6に示されるように、内板68Aと柱部材18の間に耐火ボード60を設けた状態で、内板68Aは内板68Bと同じ耐火ボードを用いても良い。   In the present embodiment, a reinforced gypsum plate is used as the inner plate 68A and the fireproof board 60 is provided between the inner plate 68A and the column member 18, but it is not always necessary to use both of them. For example, as shown in FIG. 6, in the state where the fireproof board 60 is provided between the inner plate 68A and the pillar member 18, the inner plate 68A may use the same fireproof board as the inner plate 68B.

また、内板68Aと柱部材18の間に耐火ボード60(図1参照)を設けない状態(空間にする)で、内板68Aに強化石膏板を用いても良い。つまり、両者のうち、どちらか一方の仕様を適用させることで、少なくとも何も適用させていない場合と比較して建物構造10の耐火性能は向上する。   Further, a reinforced gypsum plate may be used for the inner plate 68A in a state where the fireproof board 60 (see FIG. 1) is not provided (space) between the inner plate 68A and the pillar member 18. That is, by applying either one of the specifications, the fire resistance performance of the building structure 10 is improved as compared with a case where at least nothing is applied.

(第2経路の遮断) (Blocking the second route)

図1及び図2に示されるように、本実施形態では、外壁フレーム52の横桟52Bを固定する縦桟52Aと内壁フレーム58の横桟58Bを固定する縦桟58Aの間に、柱部材18の高さ方向の全域に亘って延在する角柱状の木質部材56を設けている。   As shown in FIGS. 1 and 2, in this embodiment, the column member 18 is disposed between the vertical beam 52A for fixing the horizontal beam 52B of the outer wall frame 52 and the vertical beam 58A for fixing the horizontal beam 58B of the inner wall frame 58. A prismatic wooden member 56 extending over the entire region in the height direction is provided.

これにより、この木質部材56を介して外壁フレーム52の横桟52B及び内壁フレーム58の横桟58Bと柱部材18との間の通気性を確保することができるだけでなく、空間66と空間49の間を塞ぎ、室内24側から内壁フレーム58の横桟58Bを通じて回り込んで柱部材18の側面18Bへ伝達される熱を遮断して(なお、熱伝達が抑制される場合も含む)、建物構造10の耐火性能を向上させることができる。   Thereby, not only can the air permeability between the horizontal beam 52B of the outer wall frame 52 and the horizontal beam 58B of the inner wall frame 58 and the column member 18 be secured via the wooden member 56, but also the space 66 and the space 49 The building structure is closed by blocking the heat transmitted from the interior 24 side through the horizontal rail 58B of the inner wall frame 58 to the side surface 18B of the pillar member 18 (including the case where the heat transfer is suppressed). The fire resistance of 10 can be improved.

ここでは、柱部材18の側面からの炎を遮断する木質部材56を柱部材18の高さ方向の全域に亘って延在させるだけで良いため、柱部材18の側面18Bに高価な防火耐火材が不要である。また、建物ユニット12の組立工場内での組み付けが可能であるため、安定した性能を確保することができ、品質管理し易い。   Here, since the wooden member 56 that blocks the flame from the side surface of the column member 18 only needs to extend over the entire region in the height direction of the column member 18, an expensive fireproof and fireproof material is provided on the side surface 18B of the column member 18. Is unnecessary. Further, since the building unit 12 can be assembled in the assembly plant, stable performance can be ensured and quality control is easy.

さらに、木質部材56を柱部材18の高さ方向の全域に亘って延在させるだけで良いため、柱部材18に耐火被覆材を被覆させる場合と比較して作業性が良く、また、柱部材18の構成を簡素化することができ、施工性が向上する。   Furthermore, since it is only necessary to extend the wooden member 56 over the entire region of the column member 18 in the height direction, the workability is improved as compared with the case where the column member 18 is covered with a fireproof coating material. The structure of 18 can be simplified and workability improves.

ここで、図5(B)には、ISO834の燃焼試験における加熱温度及び測定位置に準じた方法により、外壁フレーム52の横桟52Bを固定する縦桟52Aと内壁フレーム58の横桟58Bを固定する縦桟58Aの間に設けた木質部材56を、柱部材18の高さ方向で断続的に配置した場合(点線で示す)と、柱部材18の高さ方向の全域に亘って延在した場合(実線で示す)とで、柱部材18の側面18B(柱部材18の側面18Bから12、5mm離間した位置で測定)の温度変化がそれぞれ示されている。   Here, in FIG. 5B, the vertical beam 52A for fixing the horizontal beam 52B of the outer wall frame 52 and the horizontal beam 58B of the inner wall frame 58 are fixed by a method according to the heating temperature and measurement position in the combustion test of ISO834. When the wood member 56 provided between the vertical bars 58A is intermittently arranged in the height direction of the column member 18 (indicated by a dotted line), it extends over the entire region in the height direction of the column member 18. In the case (shown by a solid line), the temperature change of the side surface 18B of the column member 18 (measured at a position 12 mm or 5 mm away from the side surface 18B of the column member 18) is shown.

これによると、火災発生から約3.5分経過してから、木質部材を断続的に配置した場合と連続して配置した場合とで、徐々に温度差が大きくなり、火災発生から5分経過すると、その温度差が約80℃となっている。そして、さらにまた温度差が徐々に大きくなり、7分経過すると、約300℃となっている。   According to this, after about 3.5 minutes from the occurrence of the fire, the temperature difference gradually increases between the case where the wooden members are arranged intermittently and the case where they are continuously arranged, and 5 minutes have passed since the occurrence of the fire. Then, the temperature difference is about 80 ° C. The temperature difference gradually increases further, and after about 7 minutes, the temperature difference is about 300 ° C.

つまり、木質部材を断続的に配置した場合と比較して、木質部材56を連続して配置した方が、耐火性能が向上することが分かる。   That is, it can be seen that the fire resistance is improved when the wooden members 56 are continuously arranged as compared with the case where the wooden members are arranged intermittently.

なお、木質部材56の表面に、図示はしないが、耐火フィルムを巻付けても良い。木質部材56は鋼材である柱部材18の表面よりも表面摩擦係数が高いため、柱部材18と比較して表面に耐火フィルムを巻きやすく、作業は容易である。また、木質部材56の表面に、耐火フィルムを巻付け、木質部材56の耐火性能を向上させることで、建物構造10の耐火性能を向上させることができる。   Although not shown, a fireproof film may be wound around the surface of the wooden member 56. Since the wooden member 56 has a higher surface friction coefficient than the surface of the column member 18 that is a steel material, it is easier to wind a fire-resistant film on the surface than the column member 18 and the operation is easy. Moreover, the fireproof performance of the building structure 10 can be improved by winding a fireproof film around the surface of the wooden member 56 and improving the fireproof performance of the wooden member 56.

一方、柱部材18の側面18Bに、柱部材18の側面18Bを覆うようにして柱部材18の高さ方向の全域に亘って延在する長板状の合板46及び強化石膏ボード48を設けている。これにより、柱部材18の側面18Bへ伝達される熱を遮断することができる。なお、この強化石膏ボード48は必ずしも設ける必要はない。   On the other hand, a long plate-like plywood 46 and a reinforced gypsum board 48 are provided on the side surface 18B of the column member 18 so as to cover the side surface 18B of the column member 18 in the entire height direction of the column member 18. Yes. Thereby, the heat transmitted to the side surface 18B of the column member 18 can be shut off. The reinforced gypsum board 48 is not necessarily provided.

10 建物構造
12 建物ユニット
14 ユニット建物
18B 側面(第2側面)
18C 側面(第1側面)
18 柱部材
48 強化石膏ボード(熱伝達抑制手段)
52 外壁フレーム(外壁)
56 木質部材(耐火部材、熱伝達抑制手段)
60 耐火ボード(耐火部材)
62 空間(第1空間、熱伝達抑制手段)
58 内壁フレーム(内壁)
66 空間(第2空間、熱伝達抑制手段)
68 内板(耐火ボード、熱伝達抑制手段)
10 Building Structure 12 Building Unit 14 Unit Building 18B Side (Second Side)
18C side (first side)
18 Pillar members 48 Reinforced gypsum board (heat transfer suppression means)
52 Outer wall frame (outer wall)
56 Wood members (fireproof members, heat transfer suppression means)
60 Fireproof board (fireproof material)
62 space (first space, heat transfer suppression means)
58 inner wall frame (inner wall)
66 space (second space, heat transfer suppression means)
68 Inner plate (fireproof board, heat transfer suppression means)

Claims (7)

建物ユニットの柱部材の近傍に設けられ、前記柱部材の高さ方向の全域に亘って延在し、屋内側からの前記柱部材への熱伝達を少なくとも抑制する熱伝達抑制手段を有し、
前記熱伝達抑制手段が、
前記柱部材の屋内側と対面して設けられた耐火ボードと、
前記耐火ボードと前記柱部材の間に設けられた第1空間と、
を含んで構成され、
前記第1空間には、前記柱部材の高さ方向の全域に亘って延在する耐火部材が設けられ、前記耐火部材は木質部材であり、前記木質部材に耐火フィルムが巻かれている建物構造。
Provided in the vicinity of the pillar member of the building unit, extending across the entire area in the height direction of the pillar member, and having heat transfer suppressing means for suppressing heat transfer from the indoor side to the pillar member at least ,
The heat transfer suppression means is
A fireproof board provided facing the indoor side of the pillar member;
A first space provided between the fireproof board and the pillar member;
Comprising
In the first space, there is provided a fireproof member extending over the entire height direction of the pillar member, the fireproof member is a wooden member, and a fireproof film is wound around the wooden member .
建物ユニットの柱部材の近傍に設けられ、前記柱部材の高さ方向の全域に亘って延在し、屋内側からの前記柱部材への熱伝達を少なくとも抑制する熱伝達抑制手段を有し、
前記熱伝達抑制手段が、
前記建物ユニットの柱部材間に配置された外壁と内壁の間に設けられた第2空間と、
前記第2空間に設けられ、前記柱部材の高さ方向の全域に亘って延在する耐火部材と、
を含んで構成され、
前記耐火部材が木質部材であり、前記木質部材に耐火フィルムが巻かれている建物構造。
Provided in the vicinity of the pillar member of the building unit, extending across the entire area in the height direction of the pillar member, and having heat transfer suppressing means for suppressing heat transfer from the indoor side to the pillar member at least,
The heat transfer suppression means is
A second space provided between the outer wall and the inner wall disposed between the pillar members of the building unit;
A refractory member provided in the second space and extending over the entire region in the height direction of the pillar member;
Comprising
A building structure in which the fire-resistant member is a wooden member, and a fire-resistant film is wound around the wooden member .
建物ユニットの柱部材の近傍に設けられ、前記柱部材の高さ方向の全域に亘って延在し、屋内側からの前記柱部材への熱伝達を少なくとも抑制する熱伝達抑制手段を有し、
前記熱伝達抑制手段が、
前記柱部材の屋内側の第1側面に対面して設けられた耐火ボードと、
前記柱部材の前記第1側面の両側に位置する第2側面の近傍に設けられ、柱部材の高さ方向の全域に亘って延在する耐火部材と、
を含んで構成され、
前記耐火部材が木質部材であり、前記木質部材に耐火フィルムが巻かれている建物構造。
Provided in the vicinity of the pillar member of the building unit, extending across the entire area in the height direction of the pillar member, and having heat transfer suppressing means for suppressing heat transfer from the indoor side to the pillar member at least,
The heat transfer suppression means is
A fireproof board provided facing the first side surface on the indoor side of the pillar member;
A refractory member provided in the vicinity of the second side surface located on both sides of the first side surface of the column member, and extending over the entire region in the height direction of the column member;
Comprising
A building structure in which the fire-resistant member is a wooden member, and a fire-resistant film is wound around the wooden member .
建物ユニットの柱部材の近傍に設けられ、前記柱部材の高さ方向の全域に亘って延在し、屋内側からの前記柱部材への熱伝達を少なくとも抑制する熱伝達抑制手段を有し、
前記熱伝達抑制手段が、
前記建物ユニットの柱部材間に配置された外壁と内壁の間に設けられた第2空間と、
前記第2空間に設けられ、前記柱部材の高さ方向の全域に亘って延在する耐火部材と、
を含んで構成された建物構造。
Provided in the vicinity of the pillar member of the building unit, extending across the entire area in the height direction of the pillar member, and having heat transfer suppressing means for suppressing heat transfer from the indoor side to the pillar member at least,
The heat transfer suppression means is
A second space provided between the outer wall and the inner wall disposed between the pillar members of the building unit;
A refractory member provided in the second space and extending over the entire region in the height direction of the pillar member;
The comprise constructed buildings structure.
前記耐火ボードは前記建物ユニットの屋内側から前記木質部材へ留付けられている請求項1又は3に記載の建物構造。 The building structure according to claim 1 or 3 , wherein the fireproof board is fastened to the wooden member from the indoor side of the building unit . 前記耐火ボードのうち、前記木質部材と木質部材の間を、ガラス繊維入り耐火ボードとした請求項1、3、5の何れか1項に記載の建物構造。 The building structure according to any one of claims 1, 3, and 5, wherein a glass fiber-containing fireproof board is provided between the wooden member and the wooden member of the fireproof board . 請求項1〜6の何れか1項に記載の建物構造が適用されたユニット建物 A unit building to which the building structure according to any one of claims 1 to 6 is applied .
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