JP6778136B2 - Fireproof coating structure of channel steel - Google Patents

Fireproof coating structure of channel steel Download PDF

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JP6778136B2
JP6778136B2 JP2017052083A JP2017052083A JP6778136B2 JP 6778136 B2 JP6778136 B2 JP 6778136B2 JP 2017052083 A JP2017052083 A JP 2017052083A JP 2017052083 A JP2017052083 A JP 2017052083A JP 6778136 B2 JP6778136 B2 JP 6778136B2
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channel steel
coating structure
open end
fireproof
backing member
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JP2018155005A (en
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渡辺 聡
聡 渡辺
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Misawa Homes Co Ltd
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Description

本発明は、加熱により膨張する耐火シートで溝形鋼を被覆する構造に関する。 The present invention relates to a structure in which channel steel is coated with a refractory sheet that expands by heating.

建物ユニットの天井梁や床梁等の鉄骨を構成する溝形鋼を、火災時に発泡して膨張することで所定の耐火性を確保する耐火シートで被覆することが行われる(例えば特許文献1参照)。 The channel steel constituting the steel frame such as the ceiling beam and the floor beam of the building unit is covered with a fireproof sheet that secures a predetermined fire resistance by foaming and expanding in the event of a fire (see, for example, Patent Document 1). ).

特開平9−60151号公報Japanese Unexamined Patent Publication No. 9-60151

しかし、溝形鋼では、その溝形の開放端部において、耐火シートが急角度で曲げられるため、耐火シートにクラックが入り、火災時の熱で割れやすくなってしまう問題がある。
さらに、溝形の開放端側では、火災時の熱で耐火シートが内側及び外側の両側に発泡し、被覆能力が低下してしまう問題もある。
However, in channel steel, since the refractory sheet is bent at a steep angle at the open end of the channel, there is a problem that the refractory sheet is cracked and easily cracked by the heat of a fire.
Further, on the open end side of the groove shape, there is a problem that the refractory sheet foams on both the inner and outer sides due to the heat of a fire, and the covering ability is lowered.

本発明の課題は、溝形鋼を耐火シートで被覆する構造において、溝形鋼の開放端部での耐火シートの曲げを緩やかにして損傷をなくすとともに、耐火性能を向上することである。 An object of the present invention is to loosen the bending of the refractory sheet at the open end of the channel steel to eliminate damage and improve the refractory performance in a structure in which the channel steel is covered with the refractory sheet.

以上の課題を解決するため、請求項1に記載の発明は、例えば図1から図3に示すように、
建物の天井梁や床梁等の鉄骨を構成する溝形鋼3を耐火シート5で被覆する構造であって、
前記溝形鋼3の開放端内に、当該開放端より外側に突出する裏当て部材13が設けられており、
前記溝形鋼3に対し前記耐火シート5が前記開放端から外側に突出する前記裏当て部材13にまで被覆されていることを特徴とする。
In order to solve the above problems, the invention according to claim 1 is, for example, as shown in FIGS. 1 to 3.
It is a structure in which channel steel 3 constituting a steel frame such as a ceiling beam or a floor beam of a building is covered with a fireproof sheet 5.
A backing member 13 projecting outward from the open end is provided in the open end of the channel steel 3.
The refractory sheet 5 is covered with the channel steel 3 up to the backing member 13 projecting outward from the open end.

請求項1に記載の発明によれば、溝形鋼3の開放端内に、当該開放端より外側に突出する裏当て部材13が設けられていて、溝形鋼3に対し耐火シート5が開放端から外側に突出する裏当て部材13にまで被覆されているので、溝形鋼3の開放端部での耐火シート5の曲げを外側に突出する裏当て部材13により緩やかにして損傷をなくすことができるとともに、外側に突出する裏当て部材13に耐火シート5を均等に被覆して耐火性能を向上することができる。
さらに、溝形鋼3の開放端内に、当該開放端より外側に突出する裏当て部材13が設けられているので、溝形鋼3の剛性も向上する。
According to the first aspect of the present invention, a backing member 13 projecting outward from the open end is provided in the open end of the channel steel 3, and the refractory sheet 5 is open to the channel steel 3. Since the backing member 13 projecting outward from the end is covered, the bending of the refractory sheet 5 at the open end of the channel steel 3 is moderated by the backing member 13 projecting outward to eliminate damage. The fireproof sheet 5 can be evenly coated on the backing member 13 protruding outward to improve the fireproof performance.
Further, since the backing member 13 projecting outward from the open end is provided in the open end of the channel steel 3, the rigidity of the channel steel 3 is also improved.

請求項2に記載の発明は、例えば図2及び図3に示すように、
請求項1に記載の溝形鋼の耐火被覆構造において、
前記耐火シート5の重ね代部分5aは、前記溝形鋼3の上面側に位置していることを特徴とする。
The invention according to claim 2 is, for example, as shown in FIGS. 2 and 3.
In the fireproof coating structure of channel steel according to claim 1,
The stacking allowance portion 5a of the refractory sheet 5 is characterized in that it is located on the upper surface side of the channel steel 3.

請求項2に記載の発明によれば、耐火シート5の重ね代部分5aが、溝形鋼3の上面側に位置しているので、例えば耐火シート重ね代部分5aを溝形鋼3の下面側にした場合よりも重力の影響を受けにくく、火災時の熱による発泡時に、重ね代部分5aにおける耐火シート5の端部同士が離れにくい。 According to the invention of claim 2, since the stacking allowance portion 5a of the fireproof sheet 5 is located on the upper surface side of the channel steel 3, for example, the fireproof sheet stacking allowance portion 5a is located on the lower surface side of the channel steel 3. It is less susceptible to the influence of gravity than in the case of the above case, and the ends of the refractory sheets 5 in the stacking allowance portion 5a are less likely to separate from each other during foaming due to heat during a fire.

請求項3に記載の発明は、例えば図2に示すように、
請求項2に記載の溝形鋼の耐火被覆構造において、
前記耐火シート5の前記重ね代部分5aの上に沿って、補強用のガラス繊維テープ15が熱圧着されていることを特徴とする。
The invention according to claim 3 is, for example, as shown in FIG.
In the fireproof coating structure of channel steel according to claim 2.
A glass fiber tape 15 for reinforcement is thermocompression-bonded along the stacking margin portion 5a of the refractory sheet 5.

請求項3に記載の発明によれば、耐火シート重ね代部分5aの上に沿って、補強用のガラス繊維テープ15が熱圧着されているので、火災時の熱による耐火シート重ね代部分5aの発泡に追従して補強用のガラス繊維テープ15も伸びることにより、良好な発泡を確保できる。 According to the invention of claim 3, since the reinforcing glass fiber tape 15 is thermocompression-bonded along the fire-resistant sheet stacking allowance portion 5a, the fire-resistant sheet stacking allowance portion 5a due to the heat of a fire. Good foaming can be ensured by stretching the reinforcing glass fiber tape 15 following the foaming.

請求項4に記載の発明は、例えば図2及び図3に示すように、
請求項1から3のいずれか一項に記載の溝形鋼の耐火被覆構造において、
前記裏当て部材13は、断面コ字状の鋼板で形成されていることを特徴とする。
The invention according to claim 4 is, for example, as shown in FIGS. 2 and 3.
In the fireproof coating structure of the channel steel according to any one of claims 1 to 3.
The backing member 13 is characterized by being formed of a steel plate having a U-shaped cross section.

請求項4に記載の発明によれば、裏当て部材13が、断面コ字状の鋼板で形成されているので、断面コ字状の鋼板による裏当て部材13を溝形鋼3と角パイプ状に閉合できて剛性に優れる。 According to the invention of claim 4, since the backing member 13 is formed of a steel plate having a U-shaped cross section, the backing member 13 made of a steel plate having a U-shaped cross section is formed of a channel steel 3 and a square pipe. It can be closed and has excellent rigidity.

請求項5に記載の発明は、例えば図2及び図3に示すように、
請求項1から4のいずれか一項に記載の溝形鋼の耐火被覆構造において、
前記溝形鋼3は、前記開放端を側方に向け、かつ上下に位置させて配置されていることを特徴とする。
The invention according to claim 5, for example, as shown in FIGS. 2 and 3.
In the fireproof coating structure of channel steel according to any one of claims 1 to 4.
The channel steel 3 is characterized in that the channel steel 3 is arranged so that the open end faces sideways and is positioned vertically.

請求項5に記載の発明によれば、溝形鋼3は、その開放端を側方に向け、かつ上下に位置させて配置されているので、溝形鋼3の側方に向けた開放端に裏当て部材13を閉合できて剛性に優れる。 According to the invention of claim 5, since the channel steel 3 is arranged so that its open end faces sideways and is positioned vertically, the channel steel 3 has an open end facing sideways. The backing member 13 can be closed to the surface and has excellent rigidity.

請求項6に記載の発明は、例えば図1から図5に示すように、
請求項1から5のいずれか一項に記載の溝形鋼の耐火被覆構造において、
前記溝形鋼は、建物ユニットの天井梁3及び床梁2であることを特徴とする。
The invention according to claim 6 is, for example, as shown in FIGS. 1 to 5.
In the fireproof coating structure of channel steel according to any one of claims 1 to 5.
The channel steel is characterized by being a ceiling beam 3 and a floor beam 2 of a building unit.

請求項6に記載の発明によれば、建物ユニットの溝形鋼による天井梁3及び床梁2なので、その建物ユニットの溝形鋼による天井梁3及び床梁2の耐火性能に優れる。
そして、建物ユニットであれば工場での製造が可能であり、耐火シートも工場にて取付けることができる。
したがって、ユニット式建物の現場での耐火被覆作業を軽減することが可能となる。
According to the invention of claim 6, since the ceiling beam 3 and the floor beam 2 are made of channel steel of the building unit, the fire resistance performance of the ceiling beam 3 and floor beam 2 made of channel steel of the building unit is excellent.
If it is a building unit, it can be manufactured at the factory, and a fireproof sheet can also be attached at the factory.
Therefore, it is possible to reduce the fireproof coating work at the site of the unit type building.

本発明によれば、溝形鋼を耐火シートで被覆する構造において、溝形鋼の開放端部での耐火シートの曲げを緩やかにして損傷をなくすことができるとともに、耐火性能を向上することができる。 According to the present invention, in a structure in which a channel steel is covered with a refractory sheet, the refractory sheet can be gently bent at the open end of the channel steel to eliminate damage and improve the refractory performance. it can.

本発明を適用した建物ユニットの斜視図である。It is a perspective view of the building unit to which this invention is applied. 本発明に係る溝形鋼の耐火被覆構造を示すもので、図1の天井梁の縦断面図である。It shows the refractory coating structure of the channel steel which concerns on this invention, and is the vertical sectional view of the ceiling beam of FIG. 天井梁に対する耐火シートの被覆割り付け例を示すもので、端面図(a)、平面図(b)、及び正面図(c)である。An example of covering the fireproof sheet with respect to the ceiling beam is shown, and is an end view (a), a plan view (b), and a front view (c). 床梁に対する耐火シートの被覆と床版の取付構造例を示すもので、縦断面図(a)と、その構成部品の分解斜視図(b)である。An example of a structure in which a fireproof sheet is coated on a floor beam and a floor slab is attached is shown, and is a vertical cross-sectional view (a) and an exploded perspective view (b) of its components. 床梁に対する耐火シートの被覆と外壁の取付構造例を示すもので、縦断面図(a)と、その取付ブラケットを分解して示した斜視図(b)である。An example of a structure for mounting a refractory sheet on a floor beam and an outer wall is shown, and is a vertical cross-sectional view (a) and a perspective view (b) showing the mounting bracket in an exploded manner.

以下、図面を参照して本発明の実施の形態について説明する。
(実施形態)
図1は本発明を適用した建物ユニットを示すもので、建物ユニットは、図示のように、鉄骨製の四隅の柱1、四辺の床梁2、四辺の天井梁3を、八隅の接合部のダイヤフラム4でそれぞれ接合して略直方体形状に組み立てられている。
そして、柱1、床梁2及び天井梁3には、耐火シート5がそれぞれ被覆されている。
また、ダイヤフラム4の内部には、耐火材のロックウールが充填されている。
なお、図示例では、床梁2の上に、耐火被覆材やALC(Autoclaved Lightweight Concrete)等の耐火パネルからなる床版6が設置されて、天井梁3の間に天井小梁7が架設されるともに、例えば石膏ボードによる天井材8が張り付けられている。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
(Embodiment)
FIG. 1 shows a building unit to which the present invention is applied. As shown in the figure, the building unit has steel-framed four-cornered columns 1, four-sided floor beams 2, four-sided ceiling beams 3, and eight-cornered joints. The diaphragms 4 of the above are joined to form a substantially rectangular parallelepiped shape.
The pillar 1, the floor beam 2, and the ceiling beam 3 are each covered with a fireproof sheet 5.
Further, the inside of the diaphragm 4 is filled with rock wool, which is a refractory material.
In the illustrated example, a floor slab 6 made of a fireproof coating material or a fireproof panel such as ALC (Autoclaved Lightweight Concrete) is installed on the floor beam 2, and a ceiling beam 7 is erected between the ceiling beams 3. In addition, for example, a ceiling material 8 made of gypsum board is attached.

このような鉄骨製の柱1、床梁2及び天井梁3を組み立てて構成される略直方体形状の建物ユニットを、前後方向及び左右方向に並べて連結し、上下にも積み上げて連結することで、所望のユニット式建物が構築される。
実施例では、柱1は角形鋼管により形成され、床梁2及び天井梁3は、ウェブと上下のフランジを有する溝形鋼により形成されている。
By assembling such steel columns 1, floor beams 2 and ceiling beams 3 and connecting them in a substantially rectangular shape, the building units are arranged side by side in the front-rear direction and the left-right direction, and are stacked and connected vertically. The desired unit type building is constructed.
In the embodiment, the column 1 is formed of a square steel pipe, and the floor beam 2 and the ceiling beam 3 are formed of a channel steel having a web and upper and lower flanges.

図2は本発明に係る溝形鋼の耐火被覆構造を示すもので、図示のように、溝形鋼による天井梁3には、その溝形鋼の開放端内に、当該開放端より外側に突出する裏当て部材13が一体に接合されている。
図示例において、天井梁3は、その溝形鋼の開放端を側方に向け、かつ上下に位置させて配置されている。
なお、溝形鋼の開放端とは、ウェブの上下のフランジの先端を指す。
FIG. 2 shows a fireproof coating structure of channel steel according to the present invention. As shown in the drawing, a ceiling beam 3 made of channel steel is provided in the open end of the channel steel and outside the open end. The protruding backing member 13 is integrally joined.
In the illustrated example, the ceiling beam 3 is arranged so that the open end of the channel steel is directed sideways and is positioned vertically.
The open end of the channel steel refers to the tips of the upper and lower flanges of the web.

裏当て部材13は、断面コ字状の鋼板で形成されて、その断面コ字状の開放端を天井梁3の溝形鋼開放端内に挿入して溶接することで、天井梁3の溝形鋼開放端から裏当て部材13の断面コ字状の側面部が突出している。
なお、天井梁3の溝形鋼内部に補強板3aが設けられて、裏当て部材13の断面コ字状内部にも補強板13aが設けられている。これら補強板3a・13aを設けることで、火災時の加熱による鋼材内部での熱還流を低下させる。
The backing member 13 is formed of a steel plate having a U-shaped cross section, and the groove of the ceiling beam 3 is formed by inserting the open end having a U-shaped cross section into the channel steel open end of the ceiling beam 3 and welding the backing member 13. A U-shaped side surface portion of the backing member 13 projects from the open end of the shaped steel.
A reinforcing plate 3a is provided inside the channel steel of the ceiling beam 3, and a reinforcing plate 13a is also provided inside the U-shaped cross section of the backing member 13. By providing these reinforcing plates 3a and 13a, the heat reflux inside the steel material due to heating in the event of a fire is reduced.

そして、一体の天井梁3及び裏当て部材13の外周面に沿って、例えば発泡性アクリル系樹脂製の耐火シート5が被覆されている。
ここで、耐火シート5の重ね代部分5aは、天井梁3及び裏当て部材13の上面に位置させて熱融着する。
さらに、耐火シート5の重ね代部分5aの上に沿ってガラス繊維テープ15を貼り付けて熱圧着により埋没処理する。
Then, for example, a fireproof sheet 5 made of foamable acrylic resin is coated along the outer peripheral surfaces of the integrated ceiling beam 3 and the backing member 13.
Here, the stacking allowance portion 5a of the refractory sheet 5 is positioned on the upper surface of the ceiling beam 3 and the backing member 13 and heat-sealed.
Further, the glass fiber tape 15 is attached along the overlapping margin portion 5a of the refractory sheet 5 and buried by thermocompression bonding.

図3は天井梁3に対する耐火シート5の被覆割り付け例を示すもので、図3(b)及び(c)において、点線Aで示した三本の縦目地が四枚の耐火シート5の割り付け目地であり、点線Bで示した一本の横目地が耐火シート5の重ね代部分5aの合わせ目地である。
なお、図3(a)では、天井梁3及び裏当て部材13の下面において、耐火シート5が、図2に示したように段差部に追従せずに、斜めとなっている。
このように、耐火シート5を、天井梁3及び裏当て部材13の下面の段差部に追従せずに浮いて斜めに張った状態にしてもよい。
FIG. 3 shows an example of allocating the coating of the refractory sheet 5 to the ceiling beam 3. In FIGS. 3 (b) and 3 (c), the three vertical joints shown by the dotted lines A are the allocation joints of the four refractory sheets 5. The single horizontal joint shown by the dotted line B is the joint joint of the overlapping margin portion 5a of the refractory sheet 5.
In FIG. 3A, the refractory sheet 5 is slanted on the lower surfaces of the ceiling beam 3 and the backing member 13 without following the stepped portion as shown in FIG.
In this way, the refractory sheet 5 may be floated and stretched diagonally without following the stepped portion on the lower surface of the ceiling beam 3 and the backing member 13.

以上、実施形態によれば、天井梁3の溝形鋼開放端内に、当該開放端より外側に突出する断面コ字状の鋼板で形成された裏当て部材13を設け、天井梁3に対し耐火シート5を溝形鋼開放端から外側に突出する裏当て部材13にまで被覆した構造なので、天井梁3の溝形鋼開放端部での耐火シート5の曲げを外側に突出する裏当て部材13により緩やかにして損傷をなくすことができる。
また、天井梁3の溝形鋼開放端より外側に突出する裏当て部材13にまで耐火シート5を均等に被覆したことで、耐火性能を向上することができる。
さらに、天井梁3の溝形鋼開放端内に、当該開放端より外側に突出する断面コ字状の鋼板による裏当て部材13を設けたことで、天井梁3の剛性も向上する。
As described above, according to the embodiment, a backing member 13 formed of a steel plate having a U-shaped cross section that protrudes outward from the open end of the channel steel 3 is provided in the channel steel open end of the ceiling beam 3, and the ceiling beam 3 is provided. Since the fireproof sheet 5 is covered from the open end of the channel steel to the backing member 13 protruding outward, the backing member projecting the bending of the fireproof sheet 5 at the open end of the channel steel of the ceiling beam 3 to the outside. 13 can be loosened to eliminate damage.
Further, the refractory performance can be improved by evenly covering the backing member 13 projecting outward from the open end of the channel steel of the ceiling beam 3 with the refractory sheet 5.
Further, the rigidity of the ceiling beam 3 is also improved by providing the backing member 13 made of a steel plate having a U-shaped cross section protruding outward from the open end of the channel steel of the ceiling beam 3.

そして、耐火シート5の重ね代部分5aを、天井梁3の溝形鋼上面側に位置させたことで、例えば耐火シート重ね代部分5aを天井梁3の溝形鋼下面側にした場合のような火災時の熱による発泡時に重力の影響で重ね代部分5aにおける耐火シート5の端部同士が離れやすい問題を解消することができる。
すなわち、耐火シート重ね代部分5aを天井梁3の溝形鋼下面側にした場合、火災時の熱で発泡した耐火シート5が重力で引っ張られて天井梁3の溝形鋼開放端の上部にテンションが掛かり、重ね代部分5aにおける耐火シート5の端部同士が離れやすい問題がある。
これに対し、実施形態では、天井梁3の溝形鋼上面側の耐火シート重ね代部分5aで前記テンションを吸収するとともに、耐火シート重ね代部分5aを溝形鋼3の下面側にした場合よりも重力の影響を受けにくくなるので、火災時の熱による発泡時に、重ね代部分5aにおける耐火シート5の端部同士が離れにくいものとなって、前記問題を解消することができる。
Then, by locating the stacking allowance portion 5a of the fireproof sheet 5 on the upper surface side of the channel steel of the ceiling beam 3, for example, when the fireproof sheet stacking allowance portion 5a is located on the lower surface side of the channel steel of the ceiling beam 3. It is possible to solve the problem that the ends of the fireproof sheet 5 in the overlapping margin portion 5a are easily separated from each other due to the influence of gravity during foaming due to heat during a fire.
That is, when the fireproof sheet stacking allowance portion 5a is on the lower surface side of the channel steel of the ceiling beam 3, the fireproof sheet 5 foamed by the heat at the time of fire is pulled by gravity to the upper part of the channel steel open end of the ceiling beam 3. There is a problem that tension is applied and the ends of the fireproof sheets 5 in the overlapping margin portion 5a are easily separated from each other.
On the other hand, in the embodiment, the tension is absorbed by the fireproof sheet stacking allowance portion 5a on the upper surface side of the channel steel of the ceiling beam 3, and the fireproof sheet stacking allowance portion 5a is set on the lower surface side of the channel steel 3. However, since it is less likely to be affected by gravity, the ends of the refractory sheets 5 in the overlapping margin portion 5a are less likely to separate from each other during foaming due to heat during a fire, and the above problem can be solved.

さらに、耐火シート重ね代部分5aの上に沿って、補強用のガラス繊維テープ15を貼り付けて熱圧着したことで、火災時の熱による耐火シート重ね代部分5aの発泡に追従して補強用のガラス繊維テープ15も伸びることにより、良好な発泡を確保できる。 Further, by attaching a glass fiber tape 15 for reinforcement along the fireproof sheet stacking allowance portion 5a and thermocompression bonding, the refractory sheet stacking allowance portion 5a is for reinforcement following the foaming due to the heat at the time of fire. By stretching the glass fiber tape 15 of the above, good foaming can be ensured.

また、断面コ字状の鋼板による裏当て部材13としたことで、その断面コ字状の鋼板による裏当て部材13を溝形鋼3と角パイプ状に閉合できて剛性に優れたものになる。 Further, since the backing member 13 made of a steel plate having a U-shaped cross section is used, the backing member 13 made of a steel plate having a U-shaped cross section can be closed to the channel steel 3 in a square pipe shape, resulting in excellent rigidity. ..

しかも、溝形鋼の開放端を側方に向け、かつ上下に位置させて配置した天井梁3なので、その天井梁3の側方に向けた溝形鋼開放端に裏当て部材13を閉合できて剛性に優れたものになる。 Moreover, since the ceiling beam 3 is arranged so that the open end of the channel steel faces sideways and is positioned vertically, the backing member 13 can be closed to the channel steel open end facing the side of the ceiling beam 3. It has excellent rigidity.

そして、建物ユニットの溝形鋼による天井梁3なので、その建物ユニットの天井梁3を形成する溝形鋼の耐火性能に優れたものになる。 Since the ceiling beam 3 is made of channel steel of the building unit, the channel steel forming the ceiling beam 3 of the building unit has excellent fire resistance.

図4(a)及び(b)は床梁2に対する耐火シート5の被覆と床版6の取付構造例を示すもので、図示のように、溝形鋼による床梁2には、その溝形鋼の開放端内に、当該開放端より外側に突出する裏当て部材12が一体に接合されている。
図示例において、床梁2は、天井梁3と同様、その溝形鋼の開放端を側方に向け、かつ上下に位置させて配置されている。
4 (a) and 4 (b) show an example of the coating of the fireproof sheet 5 on the floor beam 2 and the mounting structure of the floor slab 6, and as shown in the drawing, the floor beam 2 made of channel steel has a groove shape. A backing member 12 projecting outward from the open end is integrally joined to the open end of the steel.
In the illustrated example, the floor beam 2 is arranged so that the open end of the channel steel thereof faces sideways and is positioned vertically, similarly to the ceiling beam 3.

裏当て部材12は、断面コ字状の鋼板で形成されて、その断面コ字状の開放端を床梁2の溝形鋼開放端内に挿入して溶接することで、床梁2の溝形鋼開放端から裏当て部材12の断面コ字状の側面部が突出している。
なお、床梁2の溝形鋼内部に補強板2aが設けられて、裏当て部材12の断面コ字状内部にも補強板12aが設けられている。これら補強板2a・12aによって、火災時の加熱による鋼材内部での熱還流を低下させる。
The backing member 12 is formed of a steel plate having a U-shaped cross section, and the groove of the floor beam 2 is formed by inserting the open end having a U-shaped cross section into the channel steel open end of the floor beam 2 and welding the backing member 12. A U-shaped side surface portion of the backing member 12 projects from the open end of the shaped steel.
A reinforcing plate 2a is provided inside the channel steel of the floor beam 2, and a reinforcing plate 12a is also provided inside the U-shaped cross section of the backing member 12. These reinforcing plates 2a and 12a reduce the heat return inside the steel material due to heating in the event of a fire.

そして、一体の床梁2及び裏当て部材12の外周面に沿って、天井梁3と同様に、例えば発泡性アクリル系樹脂製の耐火シート5が被覆されている。
耐火シート5の重ね代部分5aは、床梁2及び裏当て部材12の上面に位置させて熱融着する。
Then, like the ceiling beam 3, a fireproof sheet 5 made of, for example, a foamable acrylic resin is coated along the outer peripheral surfaces of the integrated floor beam 2 and the backing member 12.
The stacking allowance portion 5a of the refractory sheet 5 is located on the upper surface of the floor beam 2 and the backing member 12 and is heat-sealed.

このように、床梁2の溝形鋼開放端内に、当該開放端より外側に突出する断面コ字状の鋼板で形成された裏当て部材12を設け、床梁2に対し耐火シート5を溝形鋼開放端から外側に突出する裏当て部材12にまで被覆した構造としても、前述した天井梁3と同様の作用効果が得られる。 In this way, a backing member 12 formed of a steel plate having a U-shaped cross section projecting outward from the open end of the channel steel of the floor beam 2 is provided, and the fireproof sheet 5 is attached to the floor beam 2. Even if the structure covers the backing member 12 protruding outward from the open end of the channel steel, the same effect as that of the ceiling beam 3 described above can be obtained.

以上の床梁2の裏当て部材12側の内面には、山形鋼16がボルトナット17で結合されて、その山形鋼16の上に、例えばALCによる床版6が長ねじ61で固定されている。
また、床梁2の上面には、薄い補助床版6aが長ねじ62で固定されている。
そして、山形鋼16を覆うように耐火被覆材18が、床版6の下面にワッシャー一体ねじ63で固定されて、床梁2の裏当て部材12側の側面にワッシャー一体溶接ピン64で固定されている。
An angle steel 16 is joined to the inner surface of the floor beam 2 on the backing member 12 side by bolts and nuts 17, and a floor slab 6 made of, for example, ALC is fixed on the angle steel 16 with long screws 61. There is.
Further, a thin auxiliary floor slab 6a is fixed to the upper surface of the floor beam 2 with long screws 62.
Then, the refractory coating material 18 is fixed to the lower surface of the floor slab 6 with a washer-integrated screw 63 so as to cover the angle steel 16, and is fixed to the side surface of the floor beam 2 on the backing member 12 side with a washer-integrated welding pin 64. ing.

ここで、耐火シート5において、裏当て部材12の側面と山形鋼16及び耐火被覆材18とで挟まれた部位は、火災時の加熱によっても発泡しない非発泡部分5bとなっているが、山形鋼16を覆うように設けた耐火被覆材18によって耐火性は確保されている。 Here, in the refractory sheet 5, the portion sandwiched between the side surface of the backing member 12 and the angle steel 16 and the refractory coating material 18 is a non-foamed portion 5b that does not foam even when heated during a fire. Fire resistance is ensured by the fireproof coating material 18 provided so as to cover the steel 16.

図5(a)及び(b)は床梁2に対する耐火シート5の被覆と外壁9の取付構造例を示すもので、図示のように、溝形鋼による床梁2の外面に、耐火被覆材やPALC(Precastable Autoclaved Lightweight Ceramics)等の耐火パネルからなる外壁9がブラケット91を介しボルト92・93により固定されている。
そして、外壁9の床梁2より上方の内面に耐火被覆材94がワッシャー一体ねじ95で固定されて、その耐火被覆材94が床梁2の上面にワッシャー一体溶接ピン96で結合されている。
5 (a) and 5 (b) show an example of the coating of the fireproof sheet 5 on the floor beam 2 and the mounting structure of the outer wall 9, and as shown in the drawing, the fireproof coating material is applied to the outer surface of the floor beam 2 made of channel steel. An outer wall 9 made of a refractory panel such as PALC (Precastable Autoclaved Lightweight Ceramics) is fixed by bolts 92 and 93 via a bracket 91.
A fireproof coating material 94 is fixed to the inner surface of the outer wall 9 above the floor beam 2 with a washer-integrated screw 95, and the fireproof coating material 94 is connected to the upper surface of the floor beam 2 with a washer-integrated welding pin 96.

ここで、耐火シート5において、床梁2の溝形鋼外面と外壁9とで囲まれた部位が、火災時の加熱によっても発泡しない非発泡部分5cとなっているが、その上方は、外壁9を取り付けるブラケット91を覆うように設けた耐火被覆材94によって耐火性は確保されている。
なお、床梁2に代えて天井梁3でもよい。
Here, in the refractory sheet 5, the portion surrounded by the channel steel outer surface of the floor beam 2 and the outer wall 9 is a non-foamed portion 5c that does not foam even by heating at the time of fire, but the upper part thereof is the outer wall. Fire resistance is ensured by a fireproof coating material 94 provided so as to cover the bracket 91 to which the 9 is attached.
The ceiling beam 3 may be used instead of the floor beam 2.

以上のとおり、建物ユニットであれば工場での製造が可能であり、耐火シートも工場にて取付けることができる。
したがって、ユニット式建物の現場での耐火被覆作業を軽減することが可能となる。
As described above, if it is a building unit, it can be manufactured at the factory, and a fireproof sheet can also be attached at the factory.
Therefore, it is possible to reduce the fireproof coating work at the site of the unit type building.

(変形例)
以上の実施形態においては、建物ユニットの天井梁及び床梁を形成する溝形鋼としたが、本発明はこれに限定されるものではなく、建物の鉄骨を構成する溝形鋼であってもよい。
また、その他、具体的な細部構造等についても適宜に変更可能であることは勿論である。
(Modification example)
In the above embodiments, the channel steel forming the ceiling beam and the floor beam of the building unit is used, but the present invention is not limited to this, and the channel steel constituting the steel frame of the building is also used. Good.
In addition, it goes without saying that the specific detailed structure and the like can be changed as appropriate.

2 床梁(溝形鋼)
3 天井梁(溝形鋼)
3a 補強板
5 耐火シート
5a 重ね代部分
5b 非発泡部分
5c 非発泡部分
6 床版
6a 補助床版
7 天井小梁
8 天井板
9 外壁
12 裏当て部材
12a 補強板
13 裏当て部材
13a 補強板
15 ガラス繊維テープ
16 山形鋼
17 ボルトナット
18 耐火被覆材
61 長ねじ
62 長ねじ
63 ワッシャー一体ねじ
64 ワッシャー一体溶接ピン
91 ブラケット
92 ボルト
93 ボルト
94 耐火被覆材
95 ワッシャー一体ねじ
96 ワッシャー一体溶接ピン
2 Floor beams (channel steel)
3 Ceiling beam (slot-shaped steel)
3a Reinforcing plate 5 Fireproof sheet 5a Overlapping margin part 5b Non-foaming part 5c Non-foaming part 6 Floor slab 6a Auxiliary floor slab 7 Ceiling beam 8 Ceiling plate 9 Outer wall 12 Backing member 12a Reinforcing plate 13 Backing member 13a Reinforcing plate 15 Glass Fiber Tape 16 Angle Steel 17 Bolt Nut 18 Fireproof Coating Material 61 Long Screw 62 Long Screw 63 Washer Integrated Screw 64 Washer Integrated Welding Pin 91 Bracket 92 Bolt 93 Bolt 94 Fireproof Coating Material 95 Washer Integrated Screw 96 Washer Integrated Welding Pin

Claims (6)

建物の天井梁や床梁等の鉄骨を構成する溝形鋼を耐火シートで被覆する構造であって、
前記溝形鋼の開放端内に、当該開放端より外側に突出する裏当て部材が設けられており、
前記溝形鋼に対し前記耐火シートが前記開放端から外側に突出する前記裏当て部材にまで被覆されていることを特徴とする溝形鋼の耐火被覆構造。
It is a structure in which channel steel that constitutes steel frames such as ceiling beams and floor beams of a building is covered with a fireproof sheet.
A backing member that projects outward from the open end is provided in the open end of the channel steel.
A refractory coating structure of a channel steel, wherein the refractory sheet is coated on the channel steel up to the backing member projecting outward from the open end.
請求項1に記載の溝形鋼の耐火被覆構造において、
前記耐火シートの重ね代部分は、前記溝形鋼の上面側に位置していることを特徴とする溝形鋼の耐火被覆構造。
In the fireproof coating structure of channel steel according to claim 1,
The fireproof coating structure of the channel steel, wherein the stacking allowance portion of the fireproof sheet is located on the upper surface side of the channel steel.
請求項2に記載の溝形鋼の耐火被覆構造において、
前記耐火シートの前記重ね代部分の上に沿って、補強用のガラス繊維テープが熱圧着されていることを特徴とする溝形鋼の耐火被覆構造。
In the fireproof coating structure of channel steel according to claim 2.
A refractory coating structure of channel steel, characterized in that a reinforcing glass fiber tape is thermocompression bonded along the stacking margin portion of the refractory sheet.
請求項1から3のいずれか一項に記載の溝形鋼の耐火被覆構造において、
前記裏当て部材は、断面コ字状の鋼板で形成されていることを特徴とする溝形鋼の耐火被覆構造。
In the fireproof coating structure of channel steel according to any one of claims 1 to 3.
The backing member is a refractory coating structure of channel steel characterized in that it is formed of a steel plate having a U-shaped cross section.
請求項1から4のいずれか一項に記載の溝形鋼の耐火被覆構造において、
前記溝形鋼は、前記開放端を側方に向け、かつ上下に位置させて配置されていることを特徴とする溝形鋼の耐火被覆構造。
In the fireproof coating structure of channel steel according to any one of claims 1 to 4.
The channel steel is a refractory coating structure of the channel steel, characterized in that the open end is directed sideways and is arranged vertically.
請求項1から5のいずれか一項に記載の溝形鋼の耐火被覆構造において、
前記溝形鋼は、建物ユニットの天井梁及び床梁であることを特徴とする溝形鋼の耐火被覆構造。
In the fireproof coating structure of channel steel according to any one of claims 1 to 5.
The channel steel is a fireproof coating structure of channel steel, characterized in that it is a ceiling beam and a floor beam of a building unit.
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