JPH05306554A - Synthetic fire resisting structure for curtain wall structural steel and construction method thereof - Google Patents
Synthetic fire resisting structure for curtain wall structural steel and construction method thereofInfo
- Publication number
- JPH05306554A JPH05306554A JP24828391A JP24828391A JPH05306554A JP H05306554 A JPH05306554 A JP H05306554A JP 24828391 A JP24828391 A JP 24828391A JP 24828391 A JP24828391 A JP 24828391A JP H05306554 A JPH05306554 A JP H05306554A
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- Prior art keywords
- steel
- fire resisting
- fire
- steel column
- fireproof
- Prior art date
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Abstract
Description
【０００１】[0001]
【産業上の利用分野】この発明は、建方や吹付け作業等
の作業性の良好なカーテンウォール用鉄骨の合成耐火構
造およびその施工方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a composite refractory structure for a steel frame for a curtain wall, which has good workability such as erection and spraying work, and a construction method thereof.
【０００２】[0002]
【従来の技術】鉄骨造の柱や梁等の主要構造部材には、
建築基準法により建物階数に応じて１時間〜３時間の耐
火性能が要求されており、柱や梁に対しては外部側およ
び内部側の耐火被覆が必要である。このため従来、鉄骨
造建築の外壁部分については、（１）鉄骨建方後、外部
側に仮設足場を組み鉄骨部分に耐火材を吹き付けて耐火
被覆を施す、（２）鉄骨建方を行う前に鉄骨に対して耐
火被覆を施す、（３）鉄骨建方を行い外壁材を取付けた
後に鉄骨と外壁材の間に内部作業により耐火被覆を施す
方法が行われている。2. Description of the Related Art Main structural members such as steel columns and beams are
According to the Building Standards Law, fire resistance performance of 1 to 3 hours is required depending on the number of floors of the building, and it is necessary to provide a fireproof coating on the outer and inner sides of columns and beams. For this reason, conventionally, for the outer wall portion of the steel frame building, (1) after erection of the steel frame, a temporary scaffold is assembled on the outer side and a fireproof material is sprayed on the steel frame portion, and (2) before erection of the steel frame (3) A method of applying fireproof coating to the steel frame by internal work between the steel frame and the outer wall material after (3) constructing the steel frame and attaching the outer wall material.
【０００３】[0003]
【発明が解決しようとする課題】前記従来の方法によれ
ば、（１）では建物の外部に仮設足場が必要であるとと
もに高所作業となるため作業が危険であり、（２）では
柱と梁の接合部等に駄目が残り、かつ予め施された耐火
被覆が接合部においては邪魔になり鉄骨建方作業に手間
がかかり、（３）では外壁材と柱または梁との隙間が小
さいことが多いため、吹付け等の作業性が悪く、かつ吹
付け厚さの確認が困難で希望する耐火被覆を得るための
品質管理が十分に行えない。また、外壁材がプレキャス
トコンクリート板等の場合に合成耐火認定を受けている
ものは、プレキャストコンクリート板、鉄骨柱、鉄骨梁
のそれぞれが認定耐火構造に必要な耐火性を有するよう
にしているので合成耐火構造としては必要以上の耐火性
が付与されており不経済である等の欠点があった。According to the above-mentioned conventional method, the work (1) requires a temporary scaffolding outside the building and the work is performed at a high place, and the work is dangerous. The joint part of the beam remains unusable, and the pre-applied fireproof coating interferes with the joint part, and it takes time to construct the steel frame. In (3), the gap between the outer wall material and the pillar or beam is small. Therefore, the workability such as spraying is poor, and it is difficult to confirm the sprayed thickness, so that the quality control for obtaining the desired fireproof coating cannot be sufficiently performed. In addition, if the outer wall material is precast concrete plate, etc., it has been certified as synthetic fireproof, and the precast concrete plate, steel column, and steel beam have the required fire resistance for the certified fireproof structure. The refractory structure has disadvantages that it is uneconomical because it is given more fire resistance than necessary.
【０００４】この発明は、前記の欠点を解消し品質管理
が良好で合成耐火構造として経済的なカテンウォール用
鉄骨の合成耐火構造および外部足場作業を行う必要がな
く建方や吹付け作業が容易で安全性の高いカーテンウォ
ール用鉄骨の合成耐火構造およびその施工方法を提供す
ることを課題とするものである。The present invention eliminates the above-mentioned drawbacks, has good quality control, and is economical as a synthetic fireproof structure. It is not necessary to carry out a synthetic fireproof structure of a steel frame for a caten wall and an external scaffolding work, and erection and spraying work are easy. It is an object of the present invention to provide a synthetic fireproof structure for steel frames for curtain walls and a method of constructing the same, which is highly safe.
【０００５】[0005]
【課題を解決するための手段】前記の課題を解決するた
めこの発明は、Ｈ形鋼からなる鉄骨柱または鉄骨梁のウ
エブとフランジで形成されるＵ形部の内面に耐火塗料が
塗布され、その外方に耐火性外側板が取付けられてお
り、鉄骨柱または鉄骨梁の内側に耐火材が吹き付けられ
たカーテンウォール用鉄骨の合成耐火構造、およびＨ形
鋼のウエブとフランジで形成されるＵ形部の内面に耐火
塗料を塗布した鉄骨柱または鉄骨梁の建方を行った後、
その外側に耐火性外側板を取付け、つぎに鉄骨柱または
鉄骨梁の内側から耐火材を吹き付けるようにしたカーテ
ンウォール用鉄骨の合成耐火構造の施工方法からなる手
段を講じるものである。In order to solve the above-mentioned problems, the present invention is to apply a fire-resistant coating to the inner surface of a U-shaped portion formed by a web and a flange of a steel column or beam made of H-shaped steel, A fire-resistant outer plate is attached to the outer side of the steel column, and a synthetic fire-resistant structure of steel for a curtain wall, in which a fire-resistant material is sprayed on the inside of a steel column or steel beam, and a web and a flange made of H-section steel U After erection of steel columns or steel beams coated with fireproof paint on the inner surface of the shape part,
A fireproof outer plate is attached to the outer side of the steel frame, and then a method of constructing a synthetic fireproof structure of a steel frame for a curtain wall in which a fireproof material is sprayed from the inside of a steel frame column or steel beam is taken.
【０００６】[0006]
【実施例】この発明の１実施例について図面を参照して
説明する。図１は、第１実施例の耐火性外側板１と鉄骨
柱２からなるカーテンウォール用鉄骨の合成耐火構造を
示すもので、耐火性外側板１には０．５時間耐火の性能
を有する厚さ２０ｍｍのケイ酸カルシウム板が用いら
れ、鉄骨柱２としてはＨ形鋼のウエブ２ａを建物の外壁
に平行となるようにして用いられ、ウエブ２ａと両側の
フランジ２ｂ、２ｂとで形成されるＵ形部の内面に１．
５時間耐火の性能を有する厚さ１ｍｍのリン酸系耐火塗
料３が塗布されている。耐火性外側板１と鉄骨柱２のフ
ランジ２ｂとの間には止め付け材４を耐火接着剤とビス
とで取付けて耐火外側板１を固着しその外側にリブラス
等のメタルラス５を固着させＨ形鋼の鉄骨柱２およびリ
ブラス等のメタルラス５部分に対して建物の内方からロ
ックウール等の耐火材６を５０ｍｍの厚さに吹き付け、
耐火性外側板１の外方にはコンクリートパネル、金属系
パネル等のカーテンウォール７を取付けるものである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the drawings. FIG. 1 shows a synthetic refractory structure of a steel frame for a curtain wall, which is composed of a refractory outer plate 1 and a steel column 2 of the first embodiment. The refractory outer plate 1 has a thickness of 0.5 hour fire resistance. A calcium silicate plate having a thickness of 20 mm is used, and as the steel column 2, an H-shaped steel web 2a is used so as to be parallel to the outer wall of the building, and is formed by the web 2a and the flanges 2b and 2b on both sides. 1. Inside the U-shaped part
A phosphoric acid-based refractory paint 3 having a thickness of 1 mm and having fireproof performance for 5 hours is applied. A fastening member 4 is attached between the fire-resistant outer plate 1 and the flange 2b of the steel column 2 with a fire-resistant adhesive and a screw to fix the fire-resistant outer plate 1, and a metal lath 5 such as a rib lath is fixed to the outside thereof. The fireproof material 6 such as rock wool is sprayed to the thickness of 50 mm from the inside of the building on the steel column 2 of the shaped steel and the metal lath 5 portion such as the rib lath.
A curtain wall 7 such as a concrete panel or a metal panel is attached to the outside of the fireproof outer plate 1.
【０００７】前記のとおり外部側は耐火性外側板１の
０．５時間耐火と耐火塗料３の１．５時間相当の耐火と
により２時間の合成耐火の性能を有し、内部側は同じく
２時間耐火の性能を有している。なお、耐火性外側板１
としてはケイ酸カルシウム板のほか繊維混入ケイ酸カル
シウム板等を適宜の厚さにして０．５時間〜１時間耐火
の性能を有する板を用いることができ、また耐火塗料と
してはリン酸系のほか塩化ビニル系、エポキシ系、メラ
ミン系等の塗料を適宜の厚さにして１時間〜２時間耐火
相当の性能を有するようにして用いることができる。さ
らに吹き付け耐火材としてはロックウールのほかセラミ
ックウール等を適宜の厚さにして２時間〜３時間耐火の
性能を有するようにして用いることができる。As mentioned above, the outer side has a combined fire resistance of 2 hours due to the 0.5 hour fire resistance of the fire resistant outer plate 1 and the fire resistance of the fire resistant paint 3 equivalent to 1.5 hours, and the inner side has the same fire resistance of 2 hours. It has the property of time fire resistance. Note that the fire-resistant outer plate 1
In addition to the calcium silicate plate, it is possible to use a fiber-containing calcium silicate plate having an appropriate thickness and having a fire resistance of 0.5 hour to 1 hour. In addition, paints such as vinyl chloride-based, epoxy-based, and melamine-based paints having an appropriate thickness can be used so as to have performance equivalent to fire resistance for 1 to 2 hours. Further, as the sprayed refractory material, rock wool, ceramic wool or the like can be used with an appropriate thickness so as to have fire resistance performance for 2 to 3 hours.
【０００８】図２は、第２実施例の耐火性外側板８と鉄
骨梁９とからなるカーテンウォール用鉄骨の合成耐火構
造を示すもので、耐火性外側板８は第１実施例と同じケ
イ酸カルシウム板が用いられ、鉄骨梁９としてＨ形鋼の
ウエブ９ａが建物の外壁に平行となるようにして用いら
れ、ウエブ９ａと両側のフランジ９ｂ、９ｂとで形成さ
れるＵ形部の内面に第１実施例と同様のリン酸系耐火塗
料１０が塗布されている。鉄骨梁９の上フランジ９ｂ上
にプレキャストコンクリート板または現場打ちのコンク
リートスラブ１１が設けられ、耐火性外側板８とコンク
リートスラブ１１の端部の上下面の間および耐火性外側
板８と鉄骨梁９のフランジ９ｂとの間には止め付け材１
２を耐火接着剤とビスとで取付けて耐火性外側板８を固
着し、その外側にリブラス等のメタルラス１３を固着さ
せ、またコンクリートスラブ１１の端部と耐火性外側板
８との間には岩綿等の隙間ふさぎ材１４を充填した後Ｈ
形鋼の鉄骨梁９とその上方のコンクリートスラブ１１お
よび下方のメタルラス１３部分に第１実施例と同様にロ
ックウール等の耐火材１５を吹き付けるものである。FIG. 2 shows a composite refractory structure of a steel frame for a curtain wall, which is composed of a fire-resistant outer plate 8 and a steel beam 9 of the second embodiment. The fire-resistant outer plate 8 is the same as that of the first embodiment. A calcium acid plate is used, and an H-shaped steel web 9a is used as the steel beam 9 so as to be parallel to the outer wall of the building, and the inner surface of the U-shaped portion formed by the web 9a and the flanges 9b and 9b on both sides. The phosphoric acid-based refractory paint 10 similar to that of the first embodiment is applied to. A precast concrete plate or a cast-in-place concrete slab 11 is provided on the upper flange 9b of the steel beam 9, and the fire-resistant outer plate 8 and the upper and lower surfaces of the ends of the concrete slab 11 and the fire-resistant outer plate 8 and the steel beam 9 are provided. Between the flange 9b of the
2 is attached with a fire-resistant adhesive and a screw to fix the fire-resistant outer plate 8, and a metal lath 13 such as a rib lath is fixed to the outer side thereof, and between the end of the concrete slab 11 and the fire-resistant outer plate 8. After filling the gap blocking material 14 such as rock wool, H
Similar to the first embodiment, a refractory material 15 such as rock wool is sprayed onto the steel beam 9 of shaped steel, the concrete slab 11 above it, and the metal lath 13 below.
【０００９】前記第１実施例および第２実施例のカーテ
ンウォール用鉄骨の合成耐火構造の施工手順は殆ど同一
であるので第１実施例によって説明すると、工場または
地上において予めＨ形鋼のウエブ２ａと両側のフランジ
２ｂ、２ｂとで形成されるＵ形部の内面に１．５時間耐
火相当の性能を有する耐火塗料３を塗布した鉄骨柱２の
建方を行った後、耐火性外側板１と鉄骨柱２との間に止
め付け材４を耐火性接着剤とビスとによって取付けるこ
とによってケイ酸カルシウム板等の０．５時間耐火の性
能を有する耐火性外側板１を取付け、止め付け材４の外
方にメタルラス５を施した後、建物の内側から鉄骨柱２
にロックウール等の２時間耐火の性能を有する耐火材６
を吹き付けるものである。Since the procedure for constructing the composite refractory structures for the steel frames for curtain walls of the first and second embodiments is almost the same, the first embodiment will be explained. After erection of the steel pillar 2 in which the fire-resistant paint 3 having a performance equivalent to 1.5 hours fire resistance is applied to the inner surface of the U-shaped portion formed by the flanges 2b and 2b on both sides, the fire-resistant outer plate 1 The fireproof outer plate 1 having a 0.5-hour fireproof performance such as a calcium silicate plate is attached by attaching the fastening material 4 between the steel column 2 and the steel column 2 with a fireproof adhesive and screws. After applying metal lath 5 to the outside of 4, the steel pillar 2 from the inside of the building
Refractory materials such as rock wool that have fireproof performance for 2 hours 6
Is what is blown.
【００１０】[0010]
【発明の効果】請求項１の発明は、Ｈ形鋼の開放された
Ｕ形部の内面に耐火塗料が塗布されているので規定通り
の耐火塗料の厚さの耐火被覆が得られ、従来のように耐
火性外側板および鉄骨柱または鉄骨梁のそれぞれに単独
に認定耐火構造に必要な耐火性を必要とせず、耐火性外
側板については認定耐火の１／４程度の耐火時間を満た
すに足りる薄い構造で規定の合成構造が得られる。ま
た、耐火性外側板は遮炎、断熱材となり耐火塗料が直接
火炎に晒されることがなく、耐火塗料の安定した断熱層
が得られ耐火性能を向上させることができるので少ない
材料で安価な耐火構造が得られる。According to the invention of claim 1, since the fireproof coating is applied to the inner surface of the open U-shaped portion of the H-section steel, a fireproof coating having a thickness of the fireproof coating as specified can be obtained. The fireproof outer plate and the steel column or steel beam do not need to have the fire resistance required for the certified fireproof structure independently, and the fireproof outer plate is sufficient to satisfy about 1/4 of the fireproof time of the certified fireproof. A thin structure provides a defined composite structure. In addition, the fire-resistant outer plate serves as a flame shield and heat insulating material, and the fire-resistant paint is not directly exposed to the flame, and a stable heat-insulating layer of the fire-resistant paint can be obtained to improve the fire resistance performance. The structure is obtained.
【００１１】請求項２の発明は、建物の外部に仮設足場
を設ける必要がないため作業の危険がなく、Ｈ形鋼のＵ
形部を開放状態にして工場または地上で耐火塗料を塗布
するので耐火塗料の厚さをむらなく一定に塗布すること
ができるので認定耐火被覆を得るための品質管理が十分
に行え、また工場または地上で耐火塗料を塗布するので
狭い隙間から作業を行う必要がなく作業が容易であり、
かつ品質の安定した耐火構造が得られる。さらに、鉄骨
柱または鉄骨梁の内部側は建方後に耐火材の吹き付けを
行うので建方前に耐火被覆を行うもののように柱と梁の
接合部に駄目が生じることによる駄目作業を行う必要が
ない利点がある。According to the second aspect of the present invention, since it is not necessary to provide a temporary scaffold outside the building, there is no danger of work, and U of H-section steel is used.
Since the fireproof paint is applied in the factory or on the ground with the shape open, the thickness of the fireproof paint can be applied uniformly, so that quality control can be sufficiently performed to obtain a certified fireproof coating. Since fire-resistant paint is applied on the ground, it is not necessary to work from a narrow gap, and work is easy,
In addition, a fireproof structure with stable quality can be obtained. Furthermore, since the inner side of the steel column or steel beam is sprayed with refractory material after building, it is necessary to perform a bad work due to the failure of the joint between the column and the beam, as in the case where fireproof coating is applied before building. There are no advantages.
【図１】この発明の第１実施例を示す鉄骨柱部分の横断
平面図である。FIG. 1 is a cross-sectional plan view of a steel column portion showing a first embodiment of the present invention.
【図２】この発明の第２実施例を示す鉄骨梁部分の縦断
正面図である。FIG. 2 is a vertical sectional front view of a steel beam portion showing a second embodiment of the present invention.
１ 耐火性外側板 ２ 鉄骨柱 ２ａ ウエブ ２ｂ フランジ ３ 耐火塗料 ６ 耐火材 ９ 鉄骨梁 ９ａ ウエブ ９ｂ フランジ １０ 耐火塗料 １５ 耐火材 1 Fireproof outer plate 2 Steel column 2a Web 2b Flange 3 Fireproof paint 6 Fireproof material 9 Steel beam 9a Web 9b Flange 10 Fireproof paint 15 Fireproof material
フロントページの続き (72)発明者 佐藤 秀雄 東京都江東区南砂二丁目５番14号 株式会 社竹中工務店技術研究所内 (72)発明者 石田 幸正 東京都中央区銀座８丁目21番１号 株式会 社竹中工務店東京本店内 (72)発明者 中村 正人 東京都中央区銀座８丁目21番１号 株式会 社竹中工務店東京本店内Front page continuation (72) Hideo Sato Inventor Hideo Sato 2-5-14 Minamisuna, Koto-ku, Tokyo Inside the Takenaka Corporation Technical Research Institute (72) Inventor Yukoma Ishida 8-2-1 Ginza, Chuo-ku, Tokyo Stocks Takenaka Corporation Tokyo Main Store (72) Inventor Masato Nakamura 8-21-1, Ginza, Chuo-ku, Tokyo Stock Company Takenaka Corporation Tokyo Main Store
Claims (2)
梁（９）のウエブ（２ａ）、（９ａ）とフランジ（２
ｂ）、（９ｂ）で形成されるＵ形部の内面に耐火塗料
（３）が塗布され、その外方に耐火性外側板（１）が取
付けられており、鉄骨柱（２）または鉄骨梁（９）の内
側に耐火材（６）、（１５）が吹き付けられたカーテン
ウォール用鉄骨の合成耐火構造。1. A web (2a), (9a) and a flange (2) of a steel column (2) or a steel beam (9) made of H-shaped steel.
b), fireproof paint (3) is applied to the inner surface of the U-shaped portion formed by (9b), and the fireproof outer plate (1) is attached to the outside thereof, and the steel column (2) or steel beam A synthetic fire-resistant structure of steel frames for curtain walls, in which the fire-resistant materials (6) and (15) are sprayed inside (9).
ランジ（２ｂ）、（９ｂ）で形成されるＵ形部の内面に
耐火塗料（３）を塗布した鉄骨柱（２）または鉄骨梁
（９）の建方を行った後、その外側に耐火性外側板
（１）を取付け、つぎに鉄骨柱（２）または鉄骨梁
（９）の内側から耐火材（６）、（１５）を吹き付ける
ようにしたカーテンウォール用鉄骨の合成耐火構造の施
工方法。2. A steel column (2) having a fire-resistant coating (3) applied to the inner surface of a U-shaped portion formed of H-section steel webs (2a), (9a) and flanges (2b), (9b), or After erection of the steel beam (9), the fire-resistant outer plate (1) is attached to the outer side, and then the fire-resistant material (6), (15) from the inside of the steel column (2) or the steel beam (9). ) Spraying method of steel frame synthetic fireproof structure for curtain wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3248283A JP2992849B2 (en) | 1991-09-02 | 1991-09-02 | Composite fire-resistant structure of steel frame for curtain wall and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3248283A JP2992849B2 (en) | 1991-09-02 | 1991-09-02 | Composite fire-resistant structure of steel frame for curtain wall and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05306554A true JPH05306554A (en) | 1993-11-19 |
| JP2992849B2 JP2992849B2 (en) | 1999-12-20 |
Family
ID=17175799
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3248283A Expired - Fee Related JP2992849B2 (en) | 1991-09-02 | 1991-09-02 | Composite fire-resistant structure of steel frame for curtain wall and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2992849B2 (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07331840A (en) * | 1994-06-09 | 1995-12-19 | Ig Tech Res Inc | Exterior structure |
| JP2011190613A (en) * | 2010-03-15 | 2011-09-29 | Takenaka Komuten Co Ltd | Composite fireproof structure for curtain wall, and building |
| JP2013028982A (en) * | 2011-07-29 | 2013-02-07 | Shimizu Corp | Fire-resistant coating structure of duct penetration part of steel beam |
| JP2016084665A (en) * | 2014-10-28 | 2016-05-19 | ケイミュー株式会社 | Fireproof structure |
| JP2016084664A (en) * | 2014-10-28 | 2016-05-19 | ケイミュー株式会社 | Fireproof structure |
| JP2017210807A (en) * | 2016-05-26 | 2017-11-30 | Ｊｆｅスチール株式会社 | Composite coating refractory structure of steel column, and construction method thereof |
| JP2018013034A (en) * | 2017-10-27 | 2018-01-25 | Ｊｆｅスチール株式会社 | Synthetic coating fireproof structure of steel column and construction method therefor |
| JP2018155037A (en) * | 2017-03-17 | 2018-10-04 | 大和ハウス工業株式会社 | building |
| JP2019199694A (en) * | 2018-05-14 | 2019-11-21 | Ｊｆｅスチール株式会社 | Synthetic fire-resistant coating structure of steel column and its construction method |
| JP2020139404A (en) * | 2020-06-10 | 2020-09-03 | ケイミュー株式会社 | Fireproof structure |
| JP2020139403A (en) * | 2020-06-10 | 2020-09-03 | ケイミュー株式会社 | Fireproof structure |
| JP2021116586A (en) * | 2020-01-24 | 2021-08-10 | 大和ハウス工業株式会社 | Beam fire resistant structure and method for constructing same |
-
1991
- 1991-09-02 JP JP3248283A patent/JP2992849B2/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07331840A (en) * | 1994-06-09 | 1995-12-19 | Ig Tech Res Inc | Exterior structure |
| JP2011190613A (en) * | 2010-03-15 | 2011-09-29 | Takenaka Komuten Co Ltd | Composite fireproof structure for curtain wall, and building |
| JP2013028982A (en) * | 2011-07-29 | 2013-02-07 | Shimizu Corp | Fire-resistant coating structure of duct penetration part of steel beam |
| JP2016084665A (en) * | 2014-10-28 | 2016-05-19 | ケイミュー株式会社 | Fireproof structure |
| JP2016084664A (en) * | 2014-10-28 | 2016-05-19 | ケイミュー株式会社 | Fireproof structure |
| JP2017210807A (en) * | 2016-05-26 | 2017-11-30 | Ｊｆｅスチール株式会社 | Composite coating refractory structure of steel column, and construction method thereof |
| JP2018155037A (en) * | 2017-03-17 | 2018-10-04 | 大和ハウス工業株式会社 | building |
| JP2018013034A (en) * | 2017-10-27 | 2018-01-25 | Ｊｆｅスチール株式会社 | Synthetic coating fireproof structure of steel column and construction method therefor |
| JP2019199694A (en) * | 2018-05-14 | 2019-11-21 | Ｊｆｅスチール株式会社 | Synthetic fire-resistant coating structure of steel column and its construction method |
| JP2021116586A (en) * | 2020-01-24 | 2021-08-10 | 大和ハウス工業株式会社 | Beam fire resistant structure and method for constructing same |
| JP2020139404A (en) * | 2020-06-10 | 2020-09-03 | ケイミュー株式会社 | Fireproof structure |
| JP2020139403A (en) * | 2020-06-10 | 2020-09-03 | ケイミュー株式会社 | Fireproof structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2992849B2 (en) | 1999-12-20 |
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