JP2015117508A5 - - Google Patents

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JP2015117508A5
JP2015117508A5 JP2013261044A JP2013261044A JP2015117508A5 JP 2015117508 A5 JP2015117508 A5 JP 2015117508A5 JP 2013261044 A JP2013261044 A JP 2013261044A JP 2013261044 A JP2013261044 A JP 2013261044A JP 2015117508 A5 JP2015117508 A5 JP 2015117508A5
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hole
foamable resin
sides
resin sheet
thermally foamable
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JP2013261044A
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JP6634198B2 (en
JP2015117508A (en
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1.ウェブプレートに貫通孔を有する鉄骨梁の被覆構造体であり、
ウェブプレート両面に、貫通孔を塞ぐように熱発泡性樹脂シートが被覆され、少なくとも貫通孔の開孔縁の内側近傍において、両面の熱発泡性樹脂シートが一体化された領域を形成していることを特徴とする被覆構造体。
2.ウェブプレートに貫通孔を有する鉄骨梁の被覆構造体であり、
ウェブプレート両面に、貫通孔を塞ぐように熱発泡性樹脂シートが被覆され、少なくとも貫通孔の開孔縁の内側近傍において、両面の熱発泡性樹脂シートが一体化された領域を形成しており、
さらに上記一体化された領域よりも内側に、切り込み部または開孔部を有することを特徴とする被覆構造体。
3.ウェブプレートに貫通孔を有する鉄骨梁の両面に、それぞれ接着層を介して熱発泡性樹脂シートを被覆する第1工程、
少なくとも貫通孔の開孔縁の内側近傍において、両面の熱発泡性樹脂シートを一体化する第2工程、
を含む1.に記載の被覆構造体の施工方法。
4.ウェブプレートに貫通孔を有する鉄骨梁の両面に、それぞれ接着層を介して熱発泡性樹脂シートを被覆する第1工程、
少なくとも貫通孔の開孔縁の内側近傍において、両面の熱発泡性樹脂シートを一体化する第2工程、
上記貫通孔の開孔縁の内側近傍よりも内側の熱発泡性樹脂シートに、切り込み部または開孔部を形成する第3工程、
を含む2.に記載の被覆構造体の施工方法。


1. A steel beam covering structure having a through hole in a web plate,
The both sides of the web plate are covered with a thermally foamable resin sheet so as to close the through hole, and at least in the vicinity of the inside of the opening edge of the through hole, an area where the thermally foamable resin sheets on both sides are integrated is formed. The covering structure characterized by the above-mentioned.
2. A steel beam covering structure having a through hole in a web plate,
Both sides of the web plate are covered with a heat-foamable resin sheet so as to close the through-hole, and at least in the vicinity of the inside of the opening edge of the through-hole, an area where the both sides of the heat-foamable resin sheet are integrated is formed. ,
Furthermore, it has a cut | notch part or an opening part inside the said integrated area | region, The covering structure characterized by the above-mentioned.
3. A first step of covering the both sides of a steel beam having a through hole in the web plate with a thermally foamable resin sheet via an adhesive layer,
A second step of integrating the thermally foamable resin sheets on both sides at least in the vicinity of the inside of the opening edge of the through-hole,
Including 1. Construction method of covering structure as described in 2.
4). A first step of covering the both sides of a steel beam having a through hole in the web plate with a thermally foamable resin sheet via an adhesive layer,
A second step of integrating the thermally foamable resin sheets on both sides at least in the vicinity of the inside of the opening edge of the through-hole,
A third step of forming a cut portion or an opening in the thermally foamable resin sheet inside the vicinity of the inside of the opening edge of the through hole;
Including 2. Construction method of covering structure as described in 2.


(試験例1)
床板(ALC板)にH型鉄骨(H400×200×8×13mm、長さ1200mm、貫通孔φ200mm)を設置した。作製した熱発泡性樹脂シートのガラス不織布側がH型鉄骨側とし、貫通孔を塞ぐように熱発泡性樹脂シートをアクリル系接着剤で貼り付けた。また、熱発泡性樹脂シート同士の継ぎ目部分は、重なり幅20mmとなるようにアクリル系接着剤で貼り付けた。同時に、両面の熱発泡性樹脂シートを、貫通孔部分の全面領域で一体化した。
次いで、貫通孔の開孔中心近傍(貫通孔の開孔縁から切り込みの端部までの距離20mm)に切り込み部を形成した。以上より、図に例示される被覆構造体を得た。
上記被覆構造体の貫通孔部分に、スリーブ管(スパイラル管、φ100×1000mm)を挿通したものを試験体とした。作製した試験体につき、ISO834の標準加熱曲線に準じて1時間加熱試験を行った。その結果、貫通孔部分においても均一な炭化断熱層が形成され、良好な耐熱保護性能を示した。
(Test Example 1)
An H-shaped steel frame (H400 × 200 × 8 × 13 mm, length 1200 mm, through hole φ200 mm) was installed on the floor plate (ALC plate). The glass foam nonwoven fabric side of the produced thermally foamable resin sheet was the H-type steel frame side, and the thermally foamable resin sheet was affixed with an acrylic adhesive so as to close the through hole. Moreover, the seam part between heat-foamable resin sheets was affixed with the acrylic adhesive so that it might become the overlap width 20mm. At the same time, the thermally foamable resin sheets on both sides were integrated in the entire area of the through hole portion.
Next, a cut portion was formed in the vicinity of the opening center of the through hole (distance 20 mm from the opening edge of the through hole to the end of the cut). From the above, the covering structure illustrated in FIG. 4 was obtained.
A test tube was formed by inserting a sleeve tube (spiral tube, φ100 × 1000 mm) into the through-hole portion of the covering structure. The prepared test specimen was subjected to a heating test for 1 hour in accordance with a standard heating curve of ISO834. As a result, a uniform carbonized heat insulating layer was formed even in the through-hole portion, and good heat-resistant protection performance was exhibited.

(試験例2)
床板(ALC板)にH型鉄骨(H400×200×8×13mm、長さ1200mm、貫通孔φ200mm)を設置した。作製した熱発泡性樹脂シートのガラス不織布側がH型鉄骨側とし、貫通孔を塞ぐように熱発泡性樹脂シートをアクリル系接着剤で貼り付けた。また、熱発泡性樹脂シート同士の継ぎ目部分は、重なり幅20mmとなるようにアクリル系接着剤で貼り付けた。同時に、両面の熱発泡性樹脂シートを、貫通孔部分の全面領域で一体化した。
次いで、貫通孔の開孔中心近傍に円形の開孔部を形成した(貫通孔の開孔縁から開孔部までの距離20mm)。以上より、図に例示される被覆構造体を得た。
上記被覆構造体の貫通孔部分に、スリーブ管(スパイラル管、φ100×1000mm)を挿通したものを試験体とした。作製した試験体につき、ISO834の標準加熱曲線に準じて1時間加熱試験を行った。その結果、貫通孔部分においても均一な炭化断熱層が形成され、良好な耐熱保護性能を示した。
(Test Example 2)
An H-shaped steel frame (H400 × 200 × 8 × 13 mm, length 1200 mm, through hole φ200 mm) was installed on the floor plate (ALC plate). The glass foam nonwoven fabric side of the produced thermally foamable resin sheet was the H-type steel frame side, and the thermally foamable resin sheet was affixed with an acrylic adhesive so as to close the through hole. Moreover, the seam part between heat-foamable resin sheets was affixed with the acrylic adhesive so that it might become the overlap width 20mm. At the same time, the thermally foamable resin sheets on both sides were integrated in the entire area of the through hole portion.
Next, a circular opening was formed in the vicinity of the opening center of the through hole (distance 20 mm from the opening edge of the through hole to the opening). From the above, the covering structure illustrated in FIG. 6 was obtained.
A test tube was formed by inserting a sleeve tube (spiral tube, φ100 × 1000 mm) into the through-hole portion of the covering structure. The prepared test specimen was subjected to a heating test for 1 hour in accordance with a standard heating curve of ISO834. As a result, a uniform carbonized heat insulating layer was formed even in the through-hole portion, and good heat-resistant protection performance was exhibited.

Claims (4)

ウェブプレートに貫通孔を有する鉄骨梁の被覆構造体であり、
ウェブプレート両面に、貫通孔を塞ぐように熱発泡性樹脂シートが被覆され、少なくとも貫通孔の開孔縁の内側近傍において、両面の熱発泡性樹脂シートが一体化された領域を形成していることを特徴とする被覆構造体。
A steel beam covering structure having a through hole in a web plate,
The both sides of the web plate are covered with a thermally foamable resin sheet so as to close the through hole, and at least in the vicinity of the inside of the opening edge of the through hole, an area where the thermally foamable resin sheets on both sides are integrated is formed. The covering structure characterized by the above-mentioned.
ウェブプレートに貫通孔を有する鉄骨梁の被覆構造体であり、
ウェブプレート両面に、貫通孔を塞ぐように熱発泡性樹脂シートが被覆され、少なくとも貫通孔の開孔縁の内側近傍において、両面の熱発泡性樹脂シートが一体化された領域を形成しており、
さらに上記一体化された領域よりも内側に、切り込み部または開孔部を有することを特徴とする被覆構造体。
A steel beam covering structure having a through hole in a web plate,
Both sides of the web plate are covered with a heat-foamable resin sheet so as to close the through-hole, and at least in the vicinity of the inside of the opening edge of the through-hole, an area where the both sides of the heat-foamable resin sheet are integrated is formed. ,
Furthermore, it has a cut | notch part or an opening part inside the said integrated area | region, The covering structure characterized by the above-mentioned.
ウェブプレートに貫通孔を有する鉄骨梁の両面に、それぞれ接着層を介して熱発泡性樹脂シートを被覆する第1工程、A first step of covering the both sides of a steel beam having a through hole in the web plate with a thermally foamable resin sheet via an adhesive layer,
少なくとも貫通孔の開孔縁の内側近傍において、両面の熱発泡性樹脂シートを一体化する第2工程、A second step of integrating the thermally foamable resin sheets on both sides at least in the vicinity of the inside of the opening edge of the through-hole,
を含む請求項1に記載の被覆構造体の施工方法。The construction method of the covering structure of Claim 1 containing this.
ウェブプレートに貫通孔を有する鉄骨梁の両面に、それぞれ接着層を介して熱発泡性樹脂シートを被覆する第1工程、A first step of covering the both sides of a steel beam having a through hole in the web plate with a thermally foamable resin sheet via an adhesive layer,
少なくとも貫通孔の開孔縁の内側近傍において、両面の熱発泡性樹脂シートを一体化する第2工程、A second step of integrating the thermally foamable resin sheets on both sides at least in the vicinity of the inside of the opening edge of the through-hole,
上記貫通孔の開孔縁の内側近傍よりも内側の熱発泡性樹脂シートに、切り込み部または開孔部を形成する第3工程、A third step of forming a cut portion or an opening in the thermally foamable resin sheet inside the vicinity of the inside of the opening edge of the through hole;
を含む請求項2に記載の被覆構造体の施工方法。The construction method of the covering structure of Claim 2 containing this.

JP2013261044A 2013-12-18 2013-12-18 Coating structure Active JP6634198B2 (en)

Priority Applications (1)

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JP2013261044A JP6634198B2 (en) 2013-12-18 2013-12-18 Coating structure

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JP2019185574A Division JP6871336B2 (en) 2019-10-09 2019-10-09 Cover structure

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JP2015117508A JP2015117508A (en) 2015-06-25
JP2015117508A5 true JP2015117508A5 (en) 2017-01-19
JP6634198B2 JP6634198B2 (en) 2020-01-22

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JP6987200B2 (en) * 2019-10-09 2021-12-22 株式会社エフコンサルタント Construction method of the covering structure
JP6871336B2 (en) * 2019-10-09 2021-05-12 株式会社エフコンサルタント Cover structure

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JPH0860763A (en) * 1994-08-20 1996-03-05 Ig Tech Res Inc Fire-resistant covered skeleton
GB0123136D0 (en) * 2001-09-26 2001-11-14 Fabsec Ltd Structural Beam
JP5141592B2 (en) * 2009-02-23 2013-02-13 積水ハウス株式会社 Refractory coating structure in the pipe insertion part of the beam

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