JPH07150652A - Steel frame with fireproof coating, and precoating method for fireproof coating on steel frame - Google Patents

Steel frame with fireproof coating, and precoating method for fireproof coating on steel frame

Info

Publication number
JPH07150652A
JPH07150652A JP30184193A JP30184193A JPH07150652A JP H07150652 A JPH07150652 A JP H07150652A JP 30184193 A JP30184193 A JP 30184193A JP 30184193 A JP30184193 A JP 30184193A JP H07150652 A JPH07150652 A JP H07150652A
Authority
JP
Japan
Prior art keywords
steel frame
fireproof coating
coating
steel
semi
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP30184193A
Other languages
Japanese (ja)
Inventor
Katsumichi Terao
勝倫 寺尾
Norihiko Yaguchi
則彦 矢口
Masahiro Inoue
雅裕 井上
Masafumi Fuji
雅史 藤
Tetsuo Naito
徹男 内藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NIPPON SEKKEI KK
Taisei Corp
Ask Corp
Takenaka Komuten Co Ltd
Original Assignee
NIPPON SEKKEI KK
Taisei Corp
Ask Corp
Takenaka Komuten Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by NIPPON SEKKEI KK, Taisei Corp, Ask Corp, Takenaka Komuten Co Ltd filed Critical NIPPON SEKKEI KK
Priority to JP30184193A priority Critical patent/JPH07150652A/en
Publication of JPH07150652A publication Critical patent/JPH07150652A/en
Pending legal-status Critical Current

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  • Building Environments (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE:To save labor greatly in erection work by a method wherein a plate material is attached to the upper part of a steel frame and semidry fireproof coating material and cement slurry are sprayed over the steel frame. CONSTITUTION:A pad 2 made of thin iron plate in bevelled shape section is attached to an upper flange 1a of a steel girder 1 in H shape section, and fireproof coating 3 is formed to the surroundings of the steel girder 1 by spraying semidry fireproof coating material made by kneading rock wools, cement slurry and the like. The surface of the fireproof coating 3 is pressed with a trowel, and cement slurry is sprayed to the surface of the fireproof coating 3, and thereby a cement layer 4 is formed. Therefore, coming-off or breakage of the fireproof coating can be prevented.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、建て方前の鉄骨に対し
て耐火被覆、特に半乾式材からなる耐火被覆を先付けす
る為の技術に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a technique for pre-applying a fire-resistant coating, particularly a fire-resistant coating made of a semi-dry material, to a steel frame before being built.

【0002】[0002]

【従来技術とその問題点】近年、鉄骨造建築物の増加に
伴い鉄骨の耐火被覆技術に対する関心が高まっており、
作業の省力化や環境の改善、安全性の向上等といった要
件に加えて、施工コスト削減といった要求も年々厳しい
ものとなって来ている。このような事情に鑑みて、従来
から用いられてきた湿式材やセラミック系材、耐火塗料
といった高価な材料に代わって、安価な半乾式耐火被覆
材の利用が提案されており、実際に用いられることも多
くなっている。
2. Description of the Related Art In recent years, interest in fire-resistant coating technology for steel frames has increased with the increase in steel-framed buildings.
In addition to requirements such as labor saving of work, improvement of environment, improvement of safety, etc., demands for reduction of construction cost are becoming severer year by year. In view of such circumstances, it has been proposed to use an inexpensive semi-dry type fire-resistant coating material in place of an expensive material such as a wet material, a ceramic material, or a fire-resistant paint which has been conventionally used, and it is actually used. Things are also increasing.

【0003】ところで、施工性や安全性等を考慮する
と、半乾式耐火被覆材についても鉄骨梁に先付けされて
用いられることが好ましい。しかしながら、半乾式耐火
被覆材は高い吸水性を有しているので雨に晒すことがで
きない、即ち雨養生が不可能であるから十分に養生させ
た後に建て方せねばならず、これが工期の短縮を妨げる
原因となっており、又、敷地に鉄骨梁をストックする余
裕のある現場でなければ実施できないといった欠点を有
していた。
By the way, in consideration of workability and safety, it is preferable that the semi-dry type fireproof covering material is also used in advance of the steel beam. However, since the semi-dry fire resistant coating material has high water absorption, it cannot be exposed to rain, that is, rain curing is impossible, so it must be fully cured and then constructed, which shortens the construction period. However, it has the drawback that it cannot be implemented unless there is enough room to stock steel beams on the site.

【0004】又、半乾式材からなる耐火被覆の表面強度
は小さいので、先付けされる場合には衝突やその他の原
因で損傷や脱落が引き起こされることがあり、取扱いを
極めて慎重に行わねばならず、作業には必要以上に手間
が掛かっていた。そして、鉄骨の上フランジ面は次階の
床に当接することから、耐火被覆材はこの上フランジ面
に付着しないようにして吹き付けねばならない。従っ
て、先付けする場合であっても、上フランジの縁部には
耐火被覆を予め所定厚みだけ設けておくことができず、
建て方後に再度、上フランジ縁部における吹き付け作業
を行わねばならなかった。
Further, since the surface strength of the fire-resistant coating made of semi-dry type material is small, it may be damaged or fallen off due to collision or other causes when it is attached in advance, and it must be handled very carefully. , The work was more troublesome than necessary. Since the upper flange surface of the steel frame comes into contact with the floor of the next floor, the fireproof coating material must be sprayed so as not to adhere to the upper flange surface. Therefore, even in the case of pre-attachment, it is not possible to previously provide a fireproof coating on the edge portion of the upper flange by a predetermined thickness,
After the construction, the spraying work had to be performed again on the edge of the upper flange.

【0005】[0005]

【発明の開示】本発明の目的は、鉄骨造建築物の構築作
業に際して、先付けされた半乾式の耐火被覆の雨養生が
可能であると共に鉄骨梁建て方時の手間が大幅に軽減さ
れ、更には工期の短縮も図れ、耐火被覆の脱落や損傷等
の問題が起き難い鉄骨耐火被覆先付け技術を提供するこ
とである。
DISCLOSURE OF THE INVENTION An object of the present invention is to enable rain curing of a semi-dry type fire-resistant coating which is preliminarily applied in the construction work of a steel frame building, and the labor for constructing a steel frame beam is significantly reduced. Is to provide a steel frame refractory coating advance technology that can shorten the construction period and is less likely to cause problems such as falling off or damage of the refractory coating.

【0006】この本発明の目的は、鉄骨の建て方に先行
して前記鉄骨に耐火被覆が設けられてなる鉄骨であっ
て、鉄骨と、この鉄骨の上部に設けられた板材と、前記
鉄骨に対して設けられた半乾式耐火被覆材とを具備する
ことを特徴とする耐火被覆が設けられてなる鉄骨によっ
て達成される。又、鉄骨の建て方に先行して前記鉄骨に
耐火被覆が設けられてなる鉄骨であって、鉄骨と、この
鉄骨の上部に設けられた板材と、前記鉄骨に対して設け
られた半乾式耐火被覆材と、この半乾式耐火被覆材の表
面に設けられたセメント系の層とを具備することを特徴
とする耐火被覆が設けられてなる鉄骨によって達成され
る。
An object of the present invention is to provide a steel frame in which a refractory coating is provided on the steel frame prior to the method of constructing the steel frame, the steel frame, a plate material provided on the upper part of the steel frame, and the steel frame. It is achieved by a steel frame provided with a fireproof coating, characterized in that it comprises a semi-dry fireproof coating provided opposite thereto. Further, the steel frame is a steel frame provided with a fireproof coating prior to the method of constructing the steel frame, the steel frame, a plate material provided on the upper part of the steel frame, and a semi-dry fireproof provided on the steel frame. The present invention is achieved by a steel frame provided with a fireproof coating characterized by comprising a coating material and a cement-based layer provided on the surface of the semi-dry fireproof coating material.

【0007】又、鉄骨の建て方に先行して前記鉄骨に耐
火被覆を先付けする為の方法であって、前記鉄骨の上部
に板材を取付ける工程と、半乾式耐火被覆材を前記鉄骨
に吹き付ける工程と、この吹き付け工程によって形成さ
れた耐火被覆の表面を押圧する工程とを具備することを
特徴とする鉄骨耐火被覆先付け方法によって達成され
る。
[0007] Also, a method for prior to building the steel frame, a fireproof coating on the steel frame in advance, the step of attaching a plate material to the upper part of the steel frame, and the step of spraying a semi-dry fireproof coating material on the steel frame. And a step of pressing the surface of the fire-resistant coating formed by this spraying step, which is achieved by the steel frame fire-resistant coating preliminarily applying method.

【0008】又、鉄骨の建て方に先行して前記鉄骨に耐
火被覆を先付けする為の方法であって、前記鉄骨の上部
に板材を取付ける工程と、半乾式耐火被覆材を前記鉄骨
に吹き付ける工程と、この吹き付け工程によって形成さ
れた耐火被覆の表面を押圧する工程と、前記耐火被覆の
表面にセメントスラリーを吹き付ける工程とを具備する
ことを特徴とする鉄骨耐火被覆先付け方法によって達成
される。
[0008] Also, a method for preliminarily attaching a fireproof coating to the steel frame prior to the construction of the steel frame, the step of attaching a plate material to the upper part of the steel frame, and the step of spraying a semi-dry fireproof coating material on the steel frame. And a step of pressing the surface of the refractory coating formed by this spraying step, and a step of spraying a cement slurry on the surface of the refractory coating.

【0009】即ち、本発明の技術では板材を鉄骨の上部
に取付け、この鉄骨に半乾式耐火被覆材を吹き付けて耐
火被覆を形成するようにしたので、吸水性の高い半乾式
耐火被覆材であっても板材によって雨から効果的に保護
されるようになり、雨養生が可能となる。更に、耐火被
覆の表面にはセメント系の層が形成され、表面強度が著
しく増大するので建て方時の取扱いが簡単なものとな
り、板材を設けたことによる効果と相乗して一層雨水の
吸収が起き難く、これに起因した耐火被覆の損傷や脱落
といった問題が皆無となる。
That is, according to the technique of the present invention, the plate material is attached to the upper portion of the steel frame, and the semi-dry type fire-resistant coating material is sprayed on the steel frame to form the fire-resistant coating. Even so, the plate material effectively protects it from rain and enables rain curing. In addition, a cement-based layer is formed on the surface of the fireproof coating, which significantly increases the surface strength, which makes it easy to handle when building, and synergizes with the effect of providing a plate material to further absorb rainwater. It is unlikely to occur, and there will be no problems such as damage or loss of the fireproof coating.

【0010】従って、半乾式耐火被覆材を用いた耐火被
覆の先付け作業が効率良く、しかも簡単に実施でき、工
期の大幅な短縮が可能となる。尚、鉄骨の上部に板材を
設けたことにより、鉄骨上フランジ縁部における耐火被
覆材の付着性が高まり、一度の吹き付け作業で耐火被覆
を鉄骨に対して所定厚みで設けることが可能となり、良
好な耐火性能を得ることができるようになる。
Therefore, the work of pre-applying the fireproof coating using the semi-dry fireproof coating material can be carried out efficiently and easily, and the construction period can be greatly shortened. In addition, since the plate material is provided on the upper part of the steel frame, the adhesion of the fireproof coating material on the flange portion of the upper flange of the steel frame is increased, and it becomes possible to provide the fireproof coating with a predetermined thickness on the steel frame by one spraying operation, which is good. It is possible to obtain excellent fire resistance performance.

【0011】尚、鉄骨がH形鋼である場合には、板材を
このH形鋼の上フランジ面に取付けるようにすれば良
く、又、板材は断面笠形に構成されてなることが好まし
く、このような形状に構成することによって降雨時に高
い水切り作用が得られる。
When the steel frame is H-section steel, the plate material may be attached to the upper flange surface of the H-section steel, and the plate material is preferably constructed in a hat-shaped cross section. With such a configuration, a high drainage action can be obtained during rainfall.

【0012】[0012]

【実施例】図1〜図4は本発明の実施例を示すもので、
図1は当て板を鉄骨梁の上フランジに取付けた状態を示
す断面図、図2は半乾式耐火被覆材を吹き付けた状態を
示す断面図、図3は表面押さえ作業の状況を示す断面
図、図4はセメントスラリーの吹き付け後の断面図であ
る。
1 to 4 show an embodiment of the present invention.
1 is a cross-sectional view showing a state where a backing plate is attached to an upper flange of a steel frame beam, FIG. 2 is a cross-sectional view showing a state where a semi-dry type fire-resistant coating material is sprayed, and FIG. 3 is a cross-sectional view showing a state of surface pressing work, FIG. 4 is a cross-sectional view after spraying the cement slurry.

【0013】各図中、1は断面H形の鉄骨梁、1a,1
bはそれぞれ鉄骨梁1の上・下フランジ、2は薄鉄板か
らなる断面笠形の当て板、3はロックウールやセメント
スラリー等を混練してなる半乾式耐火被覆材を吹き付け
て形成された耐火被覆、4は耐火被覆3の表面にセメン
トスラリーを吹き付けて形成されたセメント層、5は耐
火被覆3の表面を押さえる為に用いられるコテである。
In the drawings, 1 is a steel frame beam having an H-shaped cross section, 1a, 1
Reference symbols b are upper and lower flanges of the steel beam 1, 2 is a cauldron-shaped patch plate made of a thin iron plate, 3 is a fire-resistant coating formed by spraying a semi-dry fire-resistant coating material obtained by kneading rock wool, cement slurry, etc. Reference numeral 4 denotes a cement layer formed by spraying cement slurry on the surface of the fireproof coating 3, and reference numeral 5 denotes a trowel used for pressing the surface of the fireproof coating 3.

【0014】本発明の耐火被覆先付け方法にあっては、
先ず図1に示す如く、当て板2を鉄骨梁1の上フランジ
1aに適宜な方法で取付け、続いて鉄骨梁1の周囲に半
乾式耐火被覆材を吹き付けて、図2に示す如く、所定厚
みの耐火被覆3を形成する。更に、図3に示す如く、コ
テ5を用いて耐火被覆3の表面を押圧して、耐火に必要
な材料比重になるように調節すると共に耐火被覆3の表
面を整え、次の工程で行われるセメントスラリーの吹き
付けに際して、このセメントスラリーが耐火被覆3の表
層部にのみ吸収されるようにする。
In the fireproof coating pre-applying method of the present invention,
First, as shown in FIG. 1, a backing plate 2 is attached to the upper flange 1a of the steel beam 1 by an appropriate method, and then a semi-dry fireproof coating material is sprayed around the steel beam 1 to give a predetermined thickness as shown in FIG. The refractory coating 3 is formed. Further, as shown in FIG. 3, a trowel 5 is used to press the surface of the fireproof coating 3 to adjust the material specific gravity required for fireproofing, and the surface of the fireproof coating 3 is adjusted. When the cement slurry is sprayed, the cement slurry is absorbed only by the surface layer portion of the fireproof coating 3.

【0015】最後に、図4に示す如く、耐火被覆3の表
面にセメントスラリーを吹き付けてセメント層4を形成
する。上述した如くの方法で鉄骨梁1に先付けされた耐
火被覆は、1日程度の養生期間でその表面強度が十分に
大きなものとなるので、即ち短期間の養生後に鉄骨梁1
の建て方が可能である。
Finally, as shown in FIG. 4, cement slurry is sprayed on the surface of the fireproof coating 3 to form a cement layer 4. The refractory coating pre-applied to the steel beam 1 by the method as described above has a sufficiently large surface strength in a curing period of about one day, that is, the steel beam 1 after curing for a short period of time.
Can be built.

【0016】従って、耐火被覆を養生する為に鉄骨梁を
ストックするスペースは、1日に製造される量に見合っ
たもので良く、使用スペースを多く必要としない。しか
も、当て板2によって耐火被覆3が雨水から効果的に保
護されるので雨養生させることができ、これによって敷
地に余裕が無い現場でも半乾式材からなる耐火被覆の先
付けが簡単に実施でき、施工性が向上すると共に工期が
大幅に短縮される。
Therefore, the space for stocking the steel beams for curing the fireproof coating may be the one that is commensurate with the amount produced in one day, and does not require much space for use. Moreover, since the fireproof coating 3 is effectively protected from rainwater by the backing plate 2, it can be rain-cured, so that the fireproof coating made of semi-dry material can be easily preliminarily applied even in a site where there is no room on the site. The workability is improved and the construction period is greatly shortened.

【0017】尚、当て板2によって鉄骨梁1の上フラン
ジ縁部における耐火被覆材の付着厚みは所定のものとな
るから、一度の吹き付け作業で鉄骨梁全体に耐火被覆を
施すことができ、しかも十分な耐火性能が得られる。更
に、耐火被覆は地上で簡単に先付けされ、高所での作業
はジョイント部の接続程度のものとなるので、これによ
って作業の安全性が高くなり、又、吹き付けられる耐火
被覆材の飛散も減少されるから、清掃も簡略化する。
Since the thickness of the fireproof coating material adhered to the upper flange edge of the steel beam 1 by the contact plate 2 is predetermined, it is possible to apply the fireproof coating to the entire steel beam by one spraying operation. Sufficient fire resistance can be obtained. Furthermore, the fire-resistant coating is easily pre-applied on the ground, and work at high places is as simple as connecting joints, which increases work safety and reduces the scattering of sprayed fire-resistant coating material. Therefore, cleaning is simplified.

【0018】尚、耐火被覆の先付けは地上における定置
作業となるから自動ロボット等の導入も容易であり、一
層の作業能率の向上が期待できる。続いて、上記の如く
して得られた耐火被覆先付け済の鉄骨梁に対して、実際
の取扱い状況や環境条件を想定して、次の(1)〜
(7)の試験を行った。尚、試験体としては鉄骨梁に半
乾式耐火被覆材を65mm厚(3時間耐火)に吹き付け
たものを用い、当て板としては0.5mm厚の薄鉄板を
使用した。 (1)揚重試験 試験体をクレーンで揚重し、この際に耐火被覆の脱落や
破損が起きないかどうかを調べたが全く問題は無く、
又、吊り上げた状態から架台上に落下させたが、これに
よっても耐火被覆の損傷は全く認められなかった。 (2)衝撃試験 揚重時における他の部材と衝突を想定し、鉄骨梁端部を
ハンマで強打することにより衝撃力を加えた。
Since the refractory coating is preliminarily set on the ground, it is easy to introduce an automatic robot or the like, and further improvement in work efficiency can be expected. Then, assuming the actual handling situation and environmental conditions for the steel beam with the fireproof coating pre-attached as obtained above, the following (1) to
The test of (7) was conducted. As the test body, a steel frame beam sprayed with a semi-dry fire-resistant coating material to a thickness of 65 mm (fire resistance for 3 hours) was used, and a thin iron plate having a thickness of 0.5 mm was used as a pad. (1) Lifting test The test piece was lifted by a crane, and it was checked whether the fireproof coating would fall off or be damaged at this time, but there was no problem at all.
Further, the fireproof coating was not damaged at all even though it was dropped from the suspended state onto the pedestal. (2) Impact test Assuming a collision with another member during lifting, an impact force was applied by smashing the steel beam end with a hammer.

【0019】この結果、打撃を与えた側の端部に極めて
微小なクラックや浮きが観察されたが、肉眼で容易に識
別できるような破損や脱落等は皆無であり、実際の使用
には何ら問題の無いものであった。 (3)撓み試験 試験体の両端を架脚で支持した状態で中央部に集中荷重
を加え、これによって耐火被覆の脱落や破損が起きない
かどうかを調べた。
As a result, extremely minute cracks and lifts were observed at the end on the impacted side, but there was no damage or loss that could be easily discerned by the naked eye, and no practical use. There was no problem. (3) Deflection test A concentrated load was applied to the center of the test piece with both ends supported by the frame legs, and it was examined whether the fireproof coating would fall off or be damaged.

【0020】尚、加えた荷重は床コンクリート荷重を想
定した場合で2t、又、コンクリート打設時の衝撃荷重
を想定した場合で3tとした。この結果、いずれの場合
にもひび割れ等の耐火被覆の損傷は全く観られなかっ
た。 (4)暴風試験 施工途中で剥き出しの耐火被覆が暴風に晒されたことを
想定して、送風機を用いて風速40m/sの強風を発生
させ、耐火被覆の脱落や飛散が無いかどうかを調べたが
脱落や飛散は全く観られなかった。
The applied load was set to 2 t when a floor concrete load was assumed, and 3 t when an impact load at the time of placing concrete was assumed. As a result, no damage to the fireproof coating such as cracking was observed in any case. (4) Windstorm test Assuming that the exposed fireproof coating was exposed to windstorms during construction, a blower was used to generate a strong wind with a wind speed of 40 m / s, and it was examined whether the fireproof coating was dropped or scattered. However, no dropout or scattering was observed.

【0021】又、耐火被覆の端部を故意に損傷させた
後、同様に強風に晒し、この部分から連鎖的に剥離が起
きないかどうかを調べたが、この場合にも問題は無かっ
た。 (5)降雨試験 鉄骨梁に対して65mm厚に半乾式耐火被覆材を吹き付
け、1日養生してなる試験体に対して、5.5l/mi
nの割合で10分間散水を行った。
Further, after intentionally damaging the end portion of the fire-resistant coating, it was similarly exposed to strong wind, and it was examined whether or not peeling occurred in a chained manner from this portion, but there was no problem in this case as well. (5) Rainfall test A test piece formed by spraying a semi-dry type fireproof coating material on a steel beam to a thickness of 65 mm and curing it for one day was 5.5 l / mi.
Water was sprinkled for 10 minutes at a ratio of n.

【0022】この結果、開始直後の3分間はロックウー
ルに水の吸収が観察されたが、それ以降は散水した水の
吸収は無く、耐火被覆に何ら問題は起きなかった。 (6)暴風雨試験 鉄骨梁に対して65mm厚に半乾湿耐火被覆材を吹き付
けて、2日間養生してなる試験体に対して、暴風試験で
用いた装置により風速40m/s以上の強風を吹き付け
ると共に、5.5l/minの割合で30分間散水を行
ったが、耐火被覆の損傷は全く確認されなかった。 (7)付着力試験 試験体A(降雨試験と同等の条件で耐火被覆が施され、
かつ、その端部を打撃してなるもの)、試験体B(試験
体Aにセメントスラリーを吹き付けてなるもの)及び試
験体C(暴風雨試験と同様の条件で耐火被覆が施された
もの)を準備した。
As a result, the rock wool was observed to absorb water for 3 minutes immediately after the start, but after that, the sprinkled water was not absorbed and no problem occurred in the fireproof coating. (6) Storm rain test A semi-dry / wet refractory coating material is sprayed onto a steel beam to a thickness of 65 mm and aged for 2 days, and a strong wind with a wind speed of 40 m / s or more is sprayed onto the test body by the device used in the storm test. At the same time, water was sprinkled at a rate of 5.5 l / min for 30 minutes, but no damage to the fireproof coating was confirmed. (7) Adhesion test Specimen A (fireproof coating is applied under the same conditions as the rain test,
And the test body B (the test body A sprayed with the cement slurry) and the test body C (the fireproof coating applied under the same conditions as the storm test). Got ready.

【0023】そして、各々の試験体の耐火被覆に取付け
た試験片に力を加えて、これが剥離した際の力を測定
し、以下の表を得た。 試験体 試験実施部位 引張り荷重 断面積 付着力 破損状況 A 梁中央ウェブ 4.3kg 90×100mm 47.7g/cm2 母材破壊 A 梁端部ウェブ ── ── ── 母材割れ B 梁中央ウェブ 4.5kg 95×95mm 49.9g/cm2 母材破壊 C 梁中央ウェブ 4.4kg 85×70mm 73.9g/cm2 母材破壊 この試験の結果、打撃によるダメージが一部の領域で観
られたが、全体には何ら影響が及んでいないことが判っ
た。
Then, a force was applied to the test piece attached to the fireproof coating of each test body, and the force at the time of peeling was measured, and the following table was obtained. Specimen Test site Test area Tensile load Cross-section area Adhesive strength Damage A Beam center web 4.3kg 90 × 100mm 47.7g / cm 2 Base material fracture A Beam end web ── ──── Base metal crack B Beam center web 4 0.5 kg 95 × 95 mm 49.9 g / cm 2 base material fracture C beam center web 4.4 kg 85 × 70 mm 73.9 g / cm 2 base material fracture As a result of this test, damage due to impact was observed in some areas, It turned out that it had no effect on the whole.

【0024】又、セメントスラリーの吹き付けによって
表面強度の増大が見込める他、僅か1日の養生で非常に
大きな強度が得られることが確認された。上記(1)〜
(7)の試験を行った結果、本発明の鉄骨耐火被覆先付
け方法によって形成された耐火被覆は、過酷な環境条件
下でも脱落や損傷が起き難く、実際の使用に十分耐えら
れるものであることが判る。
Further, it was confirmed that the surface strength could be increased by spraying the cement slurry, and a very large strength could be obtained by curing for only one day. Above (1)
As a result of performing the test of (7), the fire-resistant coating formed by the steel frame fire-resistant coating pre-attachment method of the present invention is unlikely to fall off or be damaged even under harsh environmental conditions, and is sufficiently durable for actual use. I understand.

【0025】[0025]

【効果】本発明によれば、鉄骨造建築物の構築作業に際
して、先付けされた半乾式の耐火被覆の雨養生が可能で
あると共に鉄骨梁建て方時の手間が大幅に軽減され、更
には工期の短縮も図れ、耐火被覆の脱落や損傷等の問題
は起き難い。
[Effects] According to the present invention, in constructing a steel frame building, it is possible to carry out rain curing of a semi-dry type fireproof coating that is attached in advance, and the labor for constructing the steel frame beam is greatly reduced. It is also possible to reduce the fire resistance, and it is difficult for problems such as falling off or damage of the fireproof coating to occur.

【図面の簡単な説明】[Brief description of drawings]

【図1】当て板を鉄骨梁の上フランジに取付けた状態を
示す断面図である。
FIG. 1 is a cross-sectional view showing a state where a patch plate is attached to an upper flange of a steel beam.

【図2】半乾式耐火被覆材を吹き付けた状態を示す断面
図である。
FIG. 2 is a cross-sectional view showing a state in which a semi-dry type fireproof coating material is sprayed.

【図3】耐火被覆表面の押さえ作業の状況を示す断面図
である。
FIG. 3 is a cross-sectional view showing a state of a work of pressing a fireproof coating surface.

【図4】セメントスラリーを吹き付けた状態を示す断面
図である。
FIG. 4 is a cross-sectional view showing a state in which cement slurry is sprayed.

【符号の説明】[Explanation of symbols]

1 鉄骨梁 1a 上フランジ 1b 下フランジ 2 当て板 3 耐火被覆 4 セメント層 1 Steel beam 1a Upper flange 1b Lower flange 2 Patch plate 3 Fireproof coating 4 Cement layer

フロントページの続き (71)出願人 591143906 株式会社日本設計 東京都新宿区西新宿2丁目1番1号 (72)発明者 寺尾 勝倫 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 矢口 則彦 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 井上 雅裕 東京都中央区銀座八丁目21番1号 株式会 社竹中工務店東京本店内 (72)発明者 藤 雅史 茨城県石岡市大字柏原6−1 (72)発明者 内藤 徹男 東京都新宿区西新宿2−1−1 新宿三井 ビル 株式会社日本設計内Front page continuation (71) Applicant 591143906 Nippon Design Co., Ltd. 2-1-1 Nishishinjuku, Shinjuku-ku, Tokyo (72) Inventor Katsunori Terao 1-25-1 Nishishinjuku, Shinjuku-ku, Tokyo Taisei Corporation (72) Inventor Norihiko Yaguchi 1-25-1 Nishi-Shinjuku, Shinjuku-ku, Tokyo Taisei Construction Co., Ltd. (72) In-house Masahiro Inoue 21-2-1 Ginza, Chuo-ku, Tokyo Takenaka Corporation Tokyo (72) Inventor Masafumi Fuji, 6-1, Kashiwara, Ishioka, Ibaraki Prefecture (72) Inventor Tetsuo Naito 2-1-1 Nishishinjuku, Shinjuku-ku, Tokyo Shinjuku Mitsui Building Co., Ltd.

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 鉄骨の建て方に先行して前記鉄骨に耐火
被覆が設けられてなる鉄骨であって、鉄骨と、この鉄骨
の上部に設けられた板材と、前記鉄骨に対して設けられ
た半乾式耐火被覆材とを具備することを特徴とする耐火
被覆が設けられてなる鉄骨。
1. A steel frame in which a fireproof coating is provided on the steel frame prior to building the steel frame, the steel frame, a plate member provided on the steel frame, and the steel frame. A steel frame provided with a fireproof coating, characterized by comprising a semi-dry fireproof coating material.
【請求項2】 鉄骨の建て方に先行して前記鉄骨に耐火
被覆が設けられてなる鉄骨であって、鉄骨と、この鉄骨
の上部に設けられた板材と、前記鉄骨に対して設けられ
た半乾式耐火被覆材と、この半乾式耐火被覆材の表面に
設けられたセメント系の層とを具備することを特徴とす
る耐火被覆が設けられてなる鉄骨。
2. A steel frame comprising a refractory coating provided on the steel frame prior to building the steel frame, the steel frame, a plate material provided on the steel frame, and the steel frame. A steel frame provided with a fire resistant coating, comprising a semi-dry fire resistant coating and a cement-based layer provided on the surface of the semi-dry fire resistant coating.
【請求項3】 鉄骨がH形鋼であり、板材は前記H形鋼
の上側フランジ面に取付けられたことを特徴とする請求
項1又は請求項2の耐火被覆が設けられてなる鉄骨。
3. The steel frame provided with the fireproof coating according to claim 1 or 2, wherein the steel frame is an H-shaped steel, and the plate member is attached to an upper flange surface of the H-shaped steel.
【請求項4】 板材は断面笠形に構成されてなることを
特徴とする請求項1〜請求項3の耐火被覆が設けられて
なる鉄骨。
4. The steel frame provided with the fireproof coating according to claim 1, wherein the plate material is configured to have a hat-shaped cross section.
【請求項5】 鉄骨の建て方に先行して前記鉄骨に耐火
被覆を先付けする為の方法であって、前記鉄骨の上部に
板材を取付ける工程と、半乾式耐火被覆材を前記鉄骨に
吹き付ける工程と、この吹き付け工程によって形成され
た耐火被覆の表面を押圧する工程とを具備することを特
徴とする鉄骨耐火被覆先付け方法。
5. A method for preliminarily attaching a fireproof coating to the steel frame prior to constructing the steel frame, the step of attaching a plate material to the upper part of the steel frame, and the step of spraying a semi-dry fireproof coating material on the steel frame. And a step of pressing the surface of the fireproof coating formed by this spraying step, the steel frame fireproof coating pre-applying method.
【請求項6】 鉄骨の建て方に先行して前記鉄骨に耐火
被覆を先付けする為の方法であって、前記鉄骨の上部に
板材を取付ける工程と、半乾式耐火被覆材を前記鉄骨に
吹き付ける工程と、この吹き付け工程によって形成され
た耐火被覆の表面を押圧する工程と、前記耐火被覆の表
面にセメントスラリーを吹き付ける工程とを具備するこ
とを特徴とする鉄骨耐火被覆先付け方法。
6. A method for pre-applying a fireproof coating to the steel frame prior to constructing the steel frame, the step of attaching a plate material to the upper part of the steel frame, and the step of spraying a semi-dry fireproof coating material on the steel frame. And a step of pressing the surface of the fire-resistant coating formed by this spraying step, and a step of spraying cement slurry on the surface of the fire-resistant coating, the steel frame fire-resistant coating pre-applying method.
JP30184193A 1993-12-01 1993-12-01 Steel frame with fireproof coating, and precoating method for fireproof coating on steel frame Pending JPH07150652A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30184193A JPH07150652A (en) 1993-12-01 1993-12-01 Steel frame with fireproof coating, and precoating method for fireproof coating on steel frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30184193A JPH07150652A (en) 1993-12-01 1993-12-01 Steel frame with fireproof coating, and precoating method for fireproof coating on steel frame

Publications (1)

Publication Number Publication Date
JPH07150652A true JPH07150652A (en) 1995-06-13

Family

ID=17901809

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30184193A Pending JPH07150652A (en) 1993-12-01 1993-12-01 Steel frame with fireproof coating, and precoating method for fireproof coating on steel frame

Country Status (1)

Country Link
JP (1) JPH07150652A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030042699A (en) * 2001-11-23 2003-06-02 이연주 Assembling structure of construction for steel-frame building
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

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030042699A (en) * 2001-11-23 2003-06-02 이연주 Assembling structure of construction for steel-frame building
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

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