JPH041207Y2 - - Google Patents

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Publication number
JPH041207Y2
JPH041207Y2 JP7937487U JP7937487U JPH041207Y2 JP H041207 Y2 JPH041207 Y2 JP H041207Y2 JP 7937487 U JP7937487 U JP 7937487U JP 7937487 U JP7937487 U JP 7937487U JP H041207 Y2 JPH041207 Y2 JP H041207Y2
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JP
Japan
Prior art keywords
plate
plates
studs
opposing
column
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.)
Expired
Application number
JP7937487U
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Japanese (ja)
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JPS63187610U (en
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
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Priority to JP7937487U priority Critical patent/JPH041207Y2/ja
Publication of JPS63187610U publication Critical patent/JPS63187610U/ja
Application granted granted Critical
Publication of JPH041207Y2 publication Critical patent/JPH041207Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は柱となるH型鋼又は角形鋼等の柱を
囲む板囲い構造に関し、特に耐火被覆構造に施工
する際の柱の板囲い構造に関する。
[Detailed description of the invention] [Industrial field of application] This invention relates to a plate enclosure structure surrounding columns such as H-shaped steel or square steel, and particularly relates to a plate enclosure structure for columns when installed in a fire-resistant coating structure. .

〔従来の技術〕[Conventional technology]

従来、鉄骨による建築物は、H型鋼又は角形鋼
による柱は耐火構造とするために湿式吹付けによ
る耐火被覆を施さねばならない。然し所定の厚さ
に吹付けただけの状態では、内装としての仕上げ
にならない為、更に左官仕上げを行わねばならな
いが、地震等により容易に亀裂が発生する。
Conventionally, in buildings made of steel frames, columns made of H-shaped steel or square steel must be coated with a fire-resistant coating by wet spraying in order to have a fire-resistant structure. However, if it is only sprayed to a predetermined thickness, it will not be finished as an interior decoration, so it must be further plastered, but cracks easily occur due to earthquakes, etc.

従つて、耐火被覆吹付けを行い、乾燥させた上
でボード等で囲わねばならず作業が雑繁だつた。
Therefore, it was necessary to spray a fireproof coating, let it dry, and then surround it with boards, etc., making the work complicated.

そこで、第3図に示すように、耐火被覆成形板
を使つてH型鋼を囲むものが提案されている。
尚、ここではH型柱を例にして説明する。
Therefore, as shown in FIG. 3, it has been proposed to surround the H-shaped steel using a fire-resistant coated molded plate.
Note that an explanation will be given here using an H-shaped column as an example.

同図において、3はH型鋼から成るH型柱で、
これは平行に対向する対向板1,1と、各対向板
1,1の中央を橋絡する連結板2より成るもので
ある。14,15は耐火性をもつ耐火被覆成形板
より形成されるもので、14は上記H型柱3の両
対向板1,1外面1a,1aを被う側板であり、
15は両対向板1,1の先端間を橋絡する如く取
付けられる面板である。16,17は胴縁の作用
を兼ね備え、上記側板14及び面板15を取付け
る下地となる捨て板を示し、16は対向板1の外
面1a側に配置されるものであり、17はH型柱
3に形成された凹部1d,1d内に嵌合して配置
されるものである。これら捨て板16,17は接
着剤でH型柱3に固定されている。上記側板14
は捨て板16にねじ14bで取付けられ、面板1
5は捨て板17にねじ15bで取付けられる。こ
のようにしてH型柱3は側板14及び面板15に
囲まれて耐火性をもつ方柱に施工される。
In the same figure, 3 is an H-shaped column made of H-shaped steel.
This consists of parallel facing plates 1, 1 and a connecting plate 2 bridging the center of each facing plate 1, 1. Reference numerals 14 and 15 are formed from fire-resistant coated molded plates, and 14 is a side plate that covers the outer surfaces 1a and 1a of both opposing plates 1 and 1 of the H-shaped pillar 3,
Reference numeral 15 denotes a face plate that is attached to bridge the ends of the opposing plates 1,1. Reference numerals 16 and 17 indicate waste plates that serve as a base for attaching the side plates 14 and face plate 15, and 16 and 17 are disposed on the outer surface 1a side of the opposing plate 1, and 17 is an H-shaped column 3. It is arranged so as to fit into the recesses 1d, 1d formed in the. These sacrificial plates 16 and 17 are fixed to the H-shaped column 3 with adhesive. Said side plate 14
is attached to the sacrificial plate 16 with screws 14b, and the face plate 1
5 is attached to the sacrificial plate 17 with screws 15b. In this way, the H-shaped column 3 is surrounded by the side plate 14 and the face plate 15 and constructed as a fire-resistant square column.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

しかしながら従来の柱の板囲い構造では、捨て
板16,17を現場に於てH鋼の実物サイズに合
わせて切り合わせねばならない為の手間と不正確
な寸法角度を余儀なくされる上、接着剤を介して
H型柱3に固定されているため接着剤固化まで長
時間作業を中断せねばならず、又捨て板16,1
7がH型柱3より剥離しやすくなり、よつて側板
14及び面板15の固定力に問題が生じ、構造上
の信頼性が低かつた。
However, in the conventional pillar plate enclosure structure, the waste plates 16 and 17 must be cut to match the actual size of the H steel on site, which requires labor and inaccurate dimensional angles. Since it is fixed to the H-shaped pillar 3 through
7 was more likely to peel off than the H-shaped pillar 3, which caused a problem in the fixing force of the side plate 14 and face plate 15, resulting in low structural reliability.

そこで本考案は、構造上、信頼性の高いH型
鋼、角型鋼等の柱の板囲い構造を得ることを目的
としている。
Therefore, the object of the present invention is to obtain a plate enclosure structure for columns made of H-shaped steel, square steel, etc., which is structurally highly reliable.

〔問題点を解決するための手段〕[Means for solving problems]

本考案の柱の板囲い構造は、柱3の対向板1の
外面1a,1aにおける両側部1f,1f側に位
置しかつ上下端が断面コ字状の上,下水平ランナ
ー6,7に嵌合され上記対向板1側に捨て板8が
取付けられた間柱9,10を設け、この間柱9,
10に、上記側板4と面板5の側縁4a,5aを
固定した。
The plate enclosure structure of the column of the present invention is located on both sides 1f, 1f sides of the outer surfaces 1a, 1a of the opposing plate 1 of the column 3, and the upper and lower ends are fitted into upper and lower horizontal runners 6, 7 having a U-shaped cross section. Studs 9 and 10 are provided on which the sacrificial board 8 is attached to the opposing board 1 side, and these studs 9,
10, the side edges 4a and 5a of the side plate 4 and face plate 5 were fixed.

〔作用〕[Effect]

間柱9,10と対向板1間に石膏ボードなどの
捨て板が介在するので、間柱9,10が側板4側
から押されても、これが直接対向板1に当たらな
いので金属音が発生しないし、頑強な対向板に支
えられているので間柱9,10はびくとも動かな
い。
Since a sacrificial board such as gypsum board is interposed between the studs 9 and 10 and the facing board 1, even if the studs 9 and 10 are pushed from the side board 4 side, this does not directly hit the facing board 1, so no metallic sound is generated. , the studs 9 and 10 do not move at all because they are supported by a sturdy facing plate.

更に面板5の端部は間柱9,10に取付けられ
ると共に、間柱9,10のすぐそばに間柱9,1
0の面板5取付け面に沿つて対向板1の端縁があ
るので、面板5側からの外圧に対しても間柱9,
10のたわみは全く発生しない。従つて間柱9,
10の板厚や寸法を大きくしたり、補強を施す必
要がない。
Further, the ends of the face plate 5 are attached to the studs 9, 10, and the studs 9, 1 are attached immediately adjacent to the studs 9, 10.
Since the edge of the opposing plate 1 is along the mounting surface of the face plate 5, the studs 9,
10 deflection does not occur at all. Therefore stud 9,
There is no need to increase the thickness or dimensions of the plate 10 or to provide reinforcement.

〔考案の実施例〕[Example of idea]

以下、本考案の柱の板囲い構造を図面第1図に
基づいて説明する。尚、第2図の従来例と同一部
分は同一符号を用いてその説明を省略する。
Hereinafter, the column enclosure structure of the present invention will be explained based on FIG. 1 of the drawings. Incidentally, the same parts as those in the conventional example shown in FIG. 2 are designated by the same reference numerals, and the explanation thereof will be omitted.

同図において、4,5は耐火被覆成形板より成
るもので、4は両対向板1,1外面1a,1a側
を被う側板、5は両対向板1,1の先端間を橋絡
する如く取付けられる面板を示す。6,7は断面
コ字状の上,下水平ランナー、8は捨て板であ
る。9,10はH型柱3の対向板1の外面1a,
1aにおける両側部1f,1f側に位置するよう
に設けられかつ内側すなわち、対向板1側に捨て
板8がねじ8bで取付けられた間柱である。
In the figure, 4 and 5 are made of fire-resistant coated molded plates, 4 is a side plate that covers the outer surfaces 1a and 1a sides of both opposing plates 1 and 1, and 5 is a bridge between the tips of both opposing plates 1 and 1. The figure shows the face plate installed as shown in the figure. 6 and 7 are upper and lower horizontal runners with a U-shaped cross section, and 8 is a waste board. 9 and 10 are the outer surfaces 1a of the opposing plate 1 of the H-shaped column 3;
It is a stud provided so as to be located on both sides 1f and 1f side of 1a, and on the inner side, that is, on the opposing plate 1 side, a sacrificial plate 8 is attached with screws 8b.

この間柱9,10の上下端は、上水平ランナー
6,下水平ランナー7に嵌合させる。11は孔1
7aを介して鋲打で床、天井に固定された下水平
ランナー17、上水平ランナー(図示せず)に上
下端が固定され、上記面板5の下地となる補助間
柱、12は上記側板4と面板5の側縁4a,5a
を被うコーナービードである。
The upper and lower ends of the studs 9 and 10 are fitted into the upper horizontal runner 6 and the lower horizontal runner 7. 11 is hole 1
The upper and lower ends are fixed to the lower horizontal runner 17 and the upper horizontal runner (not shown), which are fixed to the floor and ceiling by riveting via 7a, and auxiliary studs 12 serve as the base of the face plate 5, and 12 is connected to the side plate 4. Side edges 4a, 5a of face plate 5
It is a corner bead that covers.

次に施工順序を説明する。 Next, the construction order will be explained.

先ず、対向板1の幅とほぼ同一の長さにカツト
した上,下水平ランナー6,7を、床から天井ま
での長さにカツトした間柱9,10の上,下端に
橋絡する如く嵌合して、対向板1の外面1aとほ
ぼ同外形の額縁状の枠を作り、一方側に捨て板8
をねじ8bで取付ける。
First, the upper and lower horizontal runners 6 and 7 cut to approximately the same length as the width of the opposing board 1 are fitted so as to bridge the upper and lower ends of the studs 9 and 10 cut to the length from the floor to the ceiling. A frame-like frame having approximately the same external shape as the outer surface 1a of the facing plate 1 is made by combining them, and a waste plate 8 is placed on one side.
Attach with screw 8b.

この間柱8,9、ランナー6,7、捨て板8よ
りなる枠体を対向板1の外面1a側に捨て板8側
が当接するように立てかける。そして上,下水平
ランナー6,7をそれぞれ天井側、床側に鋲7a
等で固定する。両対向板1と1との先端間側に
は、下水平ランナー17及び上水平ランナー(図
示せず)に上下端が嵌合された間柱11を設置し
ておく。
A frame body made up of the studs 8, 9, runners 6, 7, and sacrificial plate 8 is placed against the outer surface 1a of the opposing plate 1 so that the sacrificial plate 8 side is in contact with the outer surface 1a side. Then, fix the upper and lower horizontal runners 6 and 7 to the ceiling and floor sides, respectively, with studs 7a.
Fix it with etc. A stud 11 whose upper and lower ends are fitted into a lower horizontal runner 17 and an upper horizontal runner (not shown) is installed between the ends of the opposing plates 1 and 1.

尚、この間柱11はH型鋼のサイズによつては
使用する必要はない。このように設けられた下地
に耐火被覆成形板より成る側板4及び面板5を貼
り付けていく。すなわち、側板4の両端をねじ4
bで間柱9,10に固定し、間柱9,10の側部
及び補助間柱11には面板5の両端及び中央をね
じ5b,15bで固定して貼り付けする。最後に
側板4と面板5との突合せ部分の四角にコーナー
ビード12を取付けて補強する。
Note that it is not necessary to use this stud 11 depending on the size of the H-shaped steel. The side plates 4 and face plate 5 made of fire-resistant coated molded plates are pasted onto the base thus provided. That is, both ends of the side plate 4 are connected with screws 4.
b to the studs 9 and 10, and the face plate 5 is attached to the sides of the studs 9 and 10 and the auxiliary stud 11 by fixing both ends and the center with screws 5b and 15b. Finally, corner beads 12 are attached to the squares of the butt portions of the side plates 4 and the face plates 5 for reinforcement.

尚、上記実施例では、H型鋼より成る柱を囲む
構造について説明したが、第2図に示すような角
形柱を囲む場合においても本考案を適用できる。
In the above embodiment, a structure surrounding a column made of H-shaped steel was described, but the present invention can also be applied to a structure surrounding a rectangular column as shown in FIG.

〔考案の効果〕[Effect of idea]

以上説明したように、本考案のH型鋼或いは角
形鋼の板囲い構造は、間柱が捨て板を介してH型
鋼或いは角形鋼の対向する2面の両端側に密接し
て設けられるので、間柱と鉄鋼とが直接触れない
ので金属音の発生もないし、間柱の外圧によるた
わみが全く発生しない。従つて間柱に補強を施す
必要がない上、間柱の板厚や寸法を小さくしてコ
ストダウンがはかれる。
As explained above, in the plate enclosure structure of the H-type steel or square steel of the present invention, the studs are provided in close contact with both ends of two opposing sides of the H-type steel or square steel through the sacrificial plate, so that the studs and Since there is no direct contact with steel, there is no metallic noise, and there is no deflection of the studs due to external pressure. Therefore, there is no need to reinforce the studs, and the thickness and dimensions of the studs can be reduced to reduce costs.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案のH型鋼の板囲い構造を示す全
体構成図、第2図は本考案の他の実施例を示す全
体構成図、第3図は従来のH型鋼の板囲い構造を
示す全体構成図である。 1,1……対向板、2……連結板、3……H型
柱、4……側板、5……面板、6,7……上,下
水平ランナー、8……捨て板、9,10……間
柱、11……補強間柱。
Figure 1 is an overall configuration diagram showing the plate enclosure structure of the H-shaped steel of the present invention, Figure 2 is an overall configuration diagram showing another embodiment of the invention, and Figure 3 is a diagram showing the plate enclosure structure of the conventional H-shaped steel. It is an overall configuration diagram. 1, 1... Opposing plate, 2... Connecting plate, 3... H-shaped column, 4... Side plate, 5... Face plate, 6, 7... Upper and lower horizontal runners, 8... Discard plate, 9, 10... Stud, 11... Reinforced stud.

Claims (1)

【実用新案登録請求の範囲】 平行に対向する対向板1,1と、各対向板1,
1を橋絡する連結板2より成る柱3と、この柱3
の両対向板1,1の外面1a,1aを被う側板
4,4と、両対向板1,1の先端間を橋絡する如
く上記先端側に取付けられる面板5,5とを備え
た柱の板囲い構造において、 対向板1の外面1a,1aの両側部1f,1f
側に位置しかつ上下端が断面コ字状の上,下水平
ランナー6,7に嵌合され、さらに上記対向板1
側に捨て板8が取付けられた間柱9,10を設
け、この間柱9,10に、上記側板4と面板5の
側縁4a,5aを固定したことを特徴とする柱の
板囲い構造。
[Claims for Utility Model Registration] Opposing plates 1, 1 facing in parallel, each opposing plate 1,
A column 3 consisting of a connecting plate 2 bridging 1, and this column 3
A column comprising side plates 4, 4 that cover the outer surfaces 1a, 1a of both opposing plates 1, 1, and face plates 5, 5 attached to the tip sides of the two opposing plates 1, 1 so as to bridge the tips thereof. In the plate enclosure structure, both sides 1f, 1f of the outer surface 1a, 1a of the opposing plate 1
The upper and lower horizontal runners 6 and 7 are located on the side and have a U-shaped cross section at the upper and lower ends, and are fitted to the upper and lower horizontal runners 6 and 7, and
A column plate enclosure structure characterized in that studs 9 and 10 to which side plates 8 are attached are provided, and side edges 4a and 5a of the side plate 4 and face plate 5 are fixed to the studs 9 and 10.
JP7937487U 1987-05-26 1987-05-26 Expired JPH041207Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7937487U JPH041207Y2 (en) 1987-05-26 1987-05-26

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7937487U JPH041207Y2 (en) 1987-05-26 1987-05-26

Publications (2)

Publication Number Publication Date
JPS63187610U JPS63187610U (en) 1988-12-01
JPH041207Y2 true JPH041207Y2 (en) 1992-01-16

Family

ID=30929172

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7937487U Expired JPH041207Y2 (en) 1987-05-26 1987-05-26

Country Status (1)

Country Link
JP (1) JPH041207Y2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5839787B2 (en) * 2010-07-26 2016-01-06 株式会社竹中工務店 Fire-resistant structure of steel members
JP5968502B2 (en) * 2015-06-19 2016-08-10 株式会社竹中工務店 Fire-resistant structure of steel members
JP6970381B2 (en) * 2018-02-28 2021-11-24 Jfeスチール株式会社 Dry fireproof structure of steel columns
JP7446855B2 (en) * 2020-03-02 2024-03-11 清水建設株式会社 Fireproof coating structure and its construction method

Also Published As

Publication number Publication date
JPS63187610U (en) 1988-12-01

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