JPH11324225A - Building column - Google Patents

Building column

Info

Publication number
JPH11324225A
JPH11324225A JP13672198A JP13672198A JPH11324225A JP H11324225 A JPH11324225 A JP H11324225A JP 13672198 A JP13672198 A JP 13672198A JP 13672198 A JP13672198 A JP 13672198A JP H11324225 A JPH11324225 A JP H11324225A
Authority
JP
Japan
Prior art keywords
hollow
column
bolt
pillar
section
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.)
Withdrawn
Application number
JP13672198A
Other languages
Japanese (ja)
Inventor
Masao Yamaguchi
正雄 山口
Toshiya Oniki
俊也 鬼木
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.)
Sumitomo Metal Steel Products Inc
Original Assignee
Sumitomo Metal Steel Products Inc
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 Sumitomo Metal Steel Products Inc filed Critical Sumitomo Metal Steel Products Inc
Priority to JP13672198A priority Critical patent/JPH11324225A/en
Publication of JPH11324225A publication Critical patent/JPH11324225A/en
Withdrawn legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a building column capable of easily manufacturing a column having a space for loading and unloading bolts similar to the conventional column to both ends or one end of a column main body as well as the reduction of cost. SOLUTION: Both up and down ends of a column main body 12 formed of a square steel material are uniformly crushed from the side by press work, and a hollow crushing shaft-like section 14 formed in a required shape is concentrically formed in the end. Bolt loading and unloading space sections 15 are formed in the circumference section of the hollow crushing shaft-like section 14, and a column mounting plate 16 is fixed to the end face of the hollow crushing shaft-like section 14. Bolt holes 16a bored in positions corresponding to the bolt loading and unloading space sections 15 and, at the same time, a weep hole for plating and electrodeposition paining is so provided that it is linked with a hollow section 14a of the hollow crushing shaft-like section 14.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、角形鋼材からなる
建築用柱材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building column made of square steel.

【0002】[0002]

【従来の技術】鉄骨構造からなる住宅等の建築には各種
の軽量型鋼が使用されるが、柱材としては一般に角形鋼
材が、また梁材としてはH形鋼材が使用される。図6の
(A)は、角形鋼材からなる従来の柱材1を、H形鋼材
からなる上下の梁材2,3にボルトで取り付けた状態を
示している。このような角形鋼材からなる柱材1を梁材
2,3に取り付けるにあたって、角形鋼材のままではボ
ルトが付けられないため、角形鋼材の上下両端に方形状
のボルト孔付き取付プレートを取り付ける必要がある。
この場合、取付プレートを角形鋼材の径より大きく形成
して角形鋼材の上下端にフランジ式に取り付けるように
すると、その取付面積が広くなって梁材2,3からはみ
出してしまい、柱材1に取り付けられる壁板等に当たる
等の不都合がある。
2. Description of the Related Art Various types of lightweight steel are used in buildings such as houses having a steel structure, but square steel is generally used as a pillar and H-shaped steel is used as a beam. FIG. 6A shows a state in which a conventional column member 1 made of a square steel material is bolted to upper and lower beams 2 and 3 made of an H-shaped steel material. When attaching the column member 1 made of such a square steel material to the beam members 2 and 3, bolts cannot be attached to the square steel material as it is. Therefore, it is necessary to attach rectangular mounting holes with bolt holes to the upper and lower ends of the square steel material. is there.
In this case, if the mounting plate is formed to be larger than the diameter of the rectangular steel material and is mounted on the upper and lower ends of the rectangular steel material in a flanged manner, the mounting area becomes large and protrudes from the beam members 2 and 3, and the column member 1 There are inconveniences such as hitting a wall plate to be attached.

【0003】従って、角形鋼材からなる柱材1にあって
は、図6の(A)に示すように、柱材1を、柱材本体4
と、これの上下両端に取り付けられるボルト取付用ブロ
ック5,5とで形成し、両ブロック5,5を上下の梁材
2,3にそれぞれボルト止めするようにしている。しか
して、各ボルト取付用ブロック5は、同図の(B)及び
(C)に示すように、それぞれ柱材本体4の断面形状に
対応する方形状の溶接座板6及びボルト孔7a付き取付
板7と、両取付板7,7間に介在されるボルト着脱空間
形成用の一対のアングル材8,8とからなるもので、溶
接座板6を柱材本体4の上下各端面に溶接し、一対のア
ングル材8,8を平面視十字形に合わせた状態で両アン
グル材8,8によって4つのボルト着脱用空間部9を形
成し、取付板7のボルト孔7aを各空間部9に対向させ
ている。このような柱材1によれば、これを上下の梁材
2,3に取り付けるにあたり、各ブロック5のボルト着
脱用空間部9を利用して、各ボルト10を取付板7のボ
ルト孔7aから上下各梁材2,3のねじ孔にねじ込むこ
とができ、また取り外すこともできる。
Accordingly, as shown in FIG. 6A, a pillar 1 made of a square steel material is connected to a pillar body 4.
, And bolt mounting blocks 5 and 5 attached to both upper and lower ends thereof, and both blocks 5 and 5 are bolted to the upper and lower beam members 2 and 3, respectively. As shown in FIGS. 3B and 3C, each bolt mounting block 5 has a rectangular welding seat plate 6 corresponding to the cross-sectional shape of the column body 4 and a mounting with bolt holes 7a. It consists of a plate 7 and a pair of angle members 8, 8 for forming a bolt attaching / detaching space interposed between the mounting plates 7, 7. The welding seat plate 6 is welded to the upper and lower end surfaces of the column body 4. In a state where the pair of angle members 8 and 8 are aligned in a cross shape in plan view, four angled members 8 and 8 form four bolt attaching / detaching space portions 9, and bolt holes 7 a of the mounting plate 7 are formed in each space portion 9. Facing each other. According to such a column member 1, when attaching the column member 1 to the upper and lower beam members 2 and 3, each bolt 10 is removed from the bolt hole 7 a of the mounting plate 7 by using the bolt attaching / detaching space 9 of each block 5. It can be screwed into the screw holes of the upper and lower beams 2 and 3, and can be removed.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記の
ような従来の柱材1では、柱材本体4の両端に連設する
ボルト取付用ブロック5,5の製作及び溶接による組み
立て作業に非常な手間と時間を要し、柱材1のコストが
高くつくと云う問題があった。
However, in the conventional column member 1 as described above, it takes a great deal of time to manufacture and assemble the bolt mounting blocks 5 and 5 connected to both ends of the column main body 4 by welding. However, there is a problem that the cost of the pillar 1 is high.

【0005】本発明は、上記の課題に鑑み、柱材本体の
両端部又は何れか一方の端部に従来の柱材と同様なボル
ト着脱用空間部を備えた柱材を容易に製作できてコスト
の低減化を図ることを目的とする。更に本発明の重要な
目的は、この柱材を処理槽に浸漬させてメッキや電着塗
装を行う際に、処理液を柱材の内部に流入させることが
できるようにすることにある。
SUMMARY OF THE INVENTION In view of the above problems, the present invention makes it possible to easily manufacture a pillar having a bolt attaching / detaching space similar to a conventional pillar at both ends or at one end of a pillar main body. The purpose is to reduce costs. It is a further important object of the present invention to allow the processing liquid to flow into the column when the column is immersed in a processing tank to perform plating or electrodeposition coating.

【0006】[0006]

【課題を解決するための手段】請求項1に係る発明の建
築用柱材11は、角形鋼材からなる柱材本体12の上下
両端部又は何れか一方の端部がプレス加工により側面よ
り均等に圧潰されて、当該端部に所要形状の中空圧潰軸
状部14が同心状に形成されると共に、この中空圧潰軸
状部14の外周部にボルト着脱用空間部15が形成さ
れ、中空圧潰軸状部14の端面には柱材取付プレート1
6が固着され、このプレート16には、ボルト着脱用空
間部15と対応する位置にボルト孔16aが設けられる
と共に、メッキや電着塗装のための湯抜き孔が中空圧潰
軸状部14の中空部14aと連通するように設けられて
いることを特徴とする。
According to a first aspect of the present invention, there is provided a column material for construction 11 in which the upper and lower ends or any one of the ends of a column material body 12 made of a square steel material is uniformly pressed from a side surface by pressing. A hollow crush shaft portion 14 having a required shape is formed concentrically at the end portion and a space 15 for bolt attachment / detachment is formed on an outer peripheral portion of the hollow crush shaft portion 14 to form a hollow crush shaft. The column mounting plate 1
The plate 16 is provided with a bolt hole 16 a at a position corresponding to the bolt attaching / detaching space portion 15, and a drain hole for plating or electrodeposition coating is formed in the hollow crush shaft portion 14. It is characterized by being provided so as to communicate with the portion 14a.

【0007】請求項2は、請求項1に記載の建築用柱材
11において、中空圧潰軸状部14は、4つの突条部1
3からなる断面略十字形の中空状に形成され、各突条部
13の対向側面間にそれぞれボルト着脱用空間部15が
形成されていることを特徴とする。
According to a second aspect of the present invention, the hollow crushing shaft portion 14 of the building column material 11 according to the first aspect has four ridges 1.
3 is formed in a hollow shape having a substantially cruciform cross section, and a space 15 for bolt attachment / detachment is formed between opposing side surfaces of each ridge 13.

【0008】請求項3は、請求項2に記載の建築用柱材
11において、平面壁部aと隅角部bとからなる柱材本
体12のうち平面壁部aの延長上に前記4つの突条部1
3がくるように形成され、これによって前記各ボルト着
脱用空間部15は、前記各隅角部bの延長線上に形成さ
れていることを特徴とする。
A third aspect of the present invention relates to the column material for construction 11 according to the second aspect, wherein the four pillar members are formed on the extension of the flat wall portion a of the pillar body 12 composed of the flat wall portion a and the corner portion b. Ridge 1
3 is formed so that each of the bolt attaching / detaching spaces 15 is formed on an extension of each of the corners b.

【0009】請求項4は、請求項2又は3に記載の建築
用柱材11において、前記各突条部13は、断面略U字
状に形成されて、このU字状突条部13の内部が前記中
空圧潰軸状部14の中空部14aと連通するようになっ
ていることを特徴とする。
According to a fourth aspect of the present invention, in the building column material according to the second or third aspect, each of the ridges is formed to have a substantially U-shaped cross section. The inside is communicated with the hollow portion 14a of the hollow crush shaft portion 14.

【0010】[0010]

【発明の実施の形態】図1は、本発明の一実施形態であ
る柱材11を示す。この柱材11は、角形鋼材からなる
柱材本体12と、この柱材本体12の上下各端面に取り
付けられる柱材取付プレート16とから構成される。柱
材本体12の上下各両端部は、プレス加工により側面よ
り均等に圧潰されて、4つの突条部13…からなる断面
略十字形で且つ中空状の圧潰軸状部(以降、中空圧潰軸
状部と言う)14を同心状に形成すると共に、これら突
条部13…の対向側面間に4つのボルト着脱用空間部1
5…を形成している。柱材取付プレート16には、柱材
本体12のボルト着脱用空間部15と対応する位置にそ
れぞれボルト孔16aが穿設されていると共に、メッキ
や電着塗装のための湯抜き孔16bが中空圧潰軸状部1
4の中空部14aと連通するように当該プレート16の
中央部に穿設されている。
FIG. 1 shows a pillar 11 according to an embodiment of the present invention. The pillar 11 includes a pillar main body 12 made of a square steel material, and a pillar mounting plate 16 attached to each of the upper and lower end faces of the pillar main body 12. The upper and lower ends of the column member body 12 are evenly crushed from the side surface by press working, and have a substantially cruciform cross-section and a hollow crush shaft portion (hereinafter referred to as a hollow crush shaft) formed of four ridges 13. 14) are formed concentrically, and four bolt attaching / detaching space portions 1 are provided between opposing side surfaces of the ridges 13.
5 are formed. The column mounting plate 16 is provided with bolt holes 16a at positions corresponding to the bolt attaching / detaching spaces 15 of the column main body 12, respectively, and has a drain hole 16b for plating or electrodeposition coating. Crushed shaft 1
4 is formed in the center of the plate 16 so as to communicate with the hollow portion 14a.

【0011】しかして、前記柱材取付プレート16が各
中空圧潰軸状部14の端面に溶接により固着されること
によって、図2に示すような柱材11が形成される。図
3の(A)は、中空圧潰軸状部14の断面形状を示し、
同図の(B)は柱材本体12の断面形状を示したもので
ある。
Thus, the column material 11 as shown in FIG. 2 is formed by fixing the column mounting plate 16 to the end face of each hollow crushed shaft portion 14 by welding. FIG. 3A shows a cross-sectional shape of the hollow crushed shaft portion 14.
FIG. 2B shows a cross-sectional shape of the pillar main body 12.

【0012】図2及び図3から分かるように、柱材本体
12の各中空圧潰軸状部14において、4つの突条部1
3は、角形柱材本体12を形成する4つの平面壁部a…
とこれら平面壁部a…相互間の4つの隅角部bのうち、
4つの平面壁部a…のそれぞれ延長線上のそれぞれ幅方
向中心部に位置するように形成され、これによって各ボ
ルト着脱用空間部15が柱材本体12の隅角部bの延長
線上に形成されることになる。また、各突条部13は、
図3から分かるように、断面略U字状に形成されて、こ
のU字状突条部の内部が中空圧潰軸状部14の中空部1
4aと連通するようになっている。
As can be seen from FIGS. 2 and 3, each hollow crushing shaft 14 of the column body 12 has four ridges 1.
Reference numeral 3 denotes four plane walls a forming the prismatic column main body 12.
And among these four corners b between these plane walls a ...
The four flat wall portions a are formed so as to be respectively located at the center portions in the width direction on the extension lines, whereby the bolt attaching / detaching space portions 15 are formed on the extension lines of the corner portions b of the column member body 12. Will be. In addition, each ridge 13
As can be seen from FIG. 3, the cross-section is formed in a substantially U-shape, and the inside of the U-shaped ridge portion is the hollow portion 1 of the hollow crush shaft portion 14.
4a.

【0013】この柱材11の柱材本体12を製作するに
は、柱材11の1本分の長さを有する角形鋼材を使用
し、この角形鋼材の各端部を所要長さにわたり複数個の
加圧成形ローラーにより絞り込んで、4つの突条部13
…が角形柱材本体12の4つの平面壁部a…の延長線上
のそれぞれ幅方向中心部にくるように断面略十字形に圧
潰成形することにより、上下各端部に中空圧潰軸状部1
4と、その外周4箇所にボルト着脱用空間部15…を形
成した図1に示すような柱材本体12となる。
In order to manufacture the column material body 12 of the column material 11, a rectangular steel material having a length corresponding to one column material 11 is used, and each end of the rectangular steel material is divided into a plurality of pieces over a required length. Squeezed by a pressure forming roller of
Are crushed into a substantially cross-sectional shape so that they are respectively located at the center portions in the width direction on the extension lines of the four flat wall portions a of the prismatic column body 12, so that the hollow crushed shaft-shaped portions 1 at the upper and lower ends are formed.
4 and a column member main body 12 as shown in FIG.

【0014】また、柱材本体12を製作する他の方法と
して、柱材11の2本分の長さを有する角形鋼材を使用
し、この角形鋼材の長さ方向中間部を所要長さにわたっ
て加圧成形ローラーにより絞り込んで、断面略十字形に
圧潰成形した後、その圧潰成形部分の中間部を切断すれ
ば、それぞれ上下各端部に中空圧潰軸状部14とその外
周4箇所にボルト着脱用空間部15…を形成した2本の
柱材本体12を同時に製作することができる。
As another method of manufacturing the column material body 12, a rectangular steel material having a length corresponding to two of the column materials 11 is used, and an intermediate portion in the longitudinal direction of the rectangular steel material is added over a required length. After squeezing with a pressure forming roller and crushing into a substantially cross-shaped cross section, the middle part of the crushed part is cut off. It is possible to simultaneously manufacture two pillar material bodies 12 having the space portions 15 formed therein.

【0015】前記柱材取付プレート16は、所要厚みの
鋼板によって前記柱材本体12の断面形状よりも幾分大
きい方形状に形成されたもので、柱材本体12の上下各
端部に形成される4つのボルト着脱用空間部15にそれ
ぞれ対応する位置にボルト孔16aが穿設されると共
に、このプレート16の中央部にメッキや電着塗装のた
めの湯抜き孔16bが中空圧潰軸状部14の中空部14
aと連通するように穿設されている。このプレート16
は、図2に示すように、各中空圧潰軸状部14の端面に
溶接により固着される。
The column mounting plate 16 is formed of a steel plate having a required thickness in a rectangular shape slightly larger than the cross section of the column main body 12, and is formed at each of the upper and lower ends of the column main body 12. A bolt hole 16a is formed at a position corresponding to each of the four bolt attachment / detachment space portions 15, and a drain hole 16b for plating or electrodeposition coating is formed at the center of the plate 16 with a hollow crushed shaft portion. 14 hollow parts 14
It is perforated so as to communicate with a. This plate 16
Are fixed to the end face of each hollow crush shaft portion 14 by welding, as shown in FIG.

【0016】上記のようにして製作された柱材11に
は、メッキ又は電着塗装が施される。図4は、メッキ処
理の場合を例示したもので、柱材11を加熱メッキ浴槽
20内に溜めた湯、即ちメッキ液21中に浸漬してメッ
キ処理を行っている状態を示す。この図から分かるよう
に、柱材取付プレート16に湯抜き孔16aが設けられ
ているから、メッキ液21が湯抜き孔16aから中空圧
潰軸状部14の中空部14aを通じて柱材本体12内部
に流入し、それにより柱材11を、浮き上がらせること
なく、図示のようにメッキ浴槽20内に沈下させること
ができて、所望のメッキ処理を有効に行うことができ
る。
The pillar 11 manufactured as described above is subjected to plating or electrodeposition coating. FIG. 4 exemplifies a plating process, and shows a state in which the column material 11 is immersed in hot water stored in a heating plating bath 20, that is, a plating solution 21, to perform the plating process. As can be seen from this figure, the column mounting plate 16 is provided with a drain hole 16a, so that the plating solution 21 flows from the drain hole 16a into the column main body 12 through the hollow portion 14a of the hollow crushed shaft portion 14. As a result, the column material 11 can be settled in the plating bath 20 as shown in the drawing without being lifted, and a desired plating process can be effectively performed.

【0017】この場合、メッキ液21が柱材本体12の
内部に流入するから、柱材本体12の内面側も十分にメ
ッキ処理され、それにより内部腐食を防止することがで
きる。また、各突条部13が断面略U字状に形成され
て、このU字状突条部13の内部が中空圧潰軸状部14
の中空部14aと連通するようになっているから、各突
条部13の内部にメッキ液21が浸入して、突条部13
の内面全域がメッキされることになり。従って、柱材1
1の内外全表面を完全にメッキ処理することができる。
In this case, since the plating solution 21 flows into the interior of the pillar main body 12, the inner surface of the pillar main body 12 is also plated sufficiently, whereby internal corrosion can be prevented. Each of the ridges 13 is formed to have a substantially U-shaped cross section, and the inside of the U-shaped ridge 13 is formed by a hollow crushed shaft 14.
The plating solution 21 penetrates into each of the ridges 13 and communicates with the hollow portions 14a of the ridges 13a.
Will be plated on the entire inner surface. Therefore, the pillar 1
1 can be completely plated.

【0018】図5は、本発明に係る柱材11の使用方法
を示している。即ち、この柱材11の使用にあたって
は、同図に示すように、H形鋼からなる上下梁材2,3
間に柱材11を配して、その上端側の柱材取付プレート
16を上部側梁材2のフランジ2a下面に当接させると
共に、下端側の柱材取付プレート16を下部側梁材3の
フランジ3a上面に当接させ、しかして各ボルト着脱用
空間部15を利用して、柱材取付プレート16のボルト
孔16aと梁材2,3側のボルト孔(図示せず)とにボ
ルト10を挿通してナット(図示せず)で締結する。こ
の場合、各柱材取付プレート16と各梁材2,3のフラ
ンジ3aとの間に所要厚みのスペーサ(図示せず)を介
在させてもよい。
FIG. 5 shows a method of using the pillar 11 according to the present invention. In other words, as shown in FIG.
The column material 11 is disposed between the upper and lower beams, and the upper column material mounting plate 16 is brought into contact with the lower surface of the flange 2 a of the upper beam member 2. The bolt 10 is brought into contact with the upper surface of the flange 3a, and the bolt 10 is inserted into the bolt hole 16a of the column member mounting plate 16 and the bolt holes (not shown) of the beam members 2 and 3 using the respective bolt attaching / detaching spaces 15. And fastened with a nut (not shown). In this case, a spacer (not shown) having a required thickness may be interposed between each column mounting plate 16 and the flange 3a of each beam 2,3.

【0019】この柱材11にあっては、各ボルト着脱用
空間部15が柱材本体12の隅角部bの延長線上に形成
されているため、図2、図3及び図5を参照すればわか
るように、柱材取付プレート16をH形鋼からなる各梁
材2,3に取り付ける際に、当該梁材2,3のウエブ2
b,3bを挟んでその前後両側にそれぞれ2つのボルト
着脱用空間部15が位置することになり、従って柱材取
付プレート16の対向する2辺側で2個ずつボルト10
を使用できる。因みに、各ボルト着脱用空間部15が柱
材本体12の平面壁部aの延長線上に形成されていると
すれば、各梁材2,3のウエブ2b,3bに沿って2つ
のボルト着脱用空間部15が位置するため、このウエブ
2b,3bを挟んでその前後両側にはボルト着脱用空間
部15が1つずつしか位置せず、従ってウエブ2b,3
bに沿って位置する2つのボルト着脱用空間部15では
ボルト10を使用できないことになる。
In this pillar 11, since each bolt attaching / detaching space 15 is formed on an extension of the corner b of the pillar main body 12, see FIG. 2, FIG. 3 and FIG. As can be seen, when the column material mounting plate 16 is attached to each of the beams 2 and 3 made of H-section steel, the web 2 of the beams 2 and 3 is used.
The two bolt mounting / demounting spaces 15 are located on both front and rear sides with respect to the b and 3b, respectively.
Can be used. Incidentally, if each bolt attaching / detaching space portion 15 is formed on an extension of the flat wall portion a of the column member main body 12, two bolt attaching / detaching portions along the webs 2b, 3b of the beam members 2, 3 are provided. Since the space portion 15 is located, only one bolt attaching / detaching space portion 15 is located on each of the front and rear sides of the webs 2b and 3b.
The bolt 10 cannot be used in the two bolt attaching / detaching spaces 15 located along the line b.

【0020】また、この柱材11では、柱材本体12の
上下各中空圧潰軸状部14が断面略十字形に形成されて
いるから、圧縮及び引っ張りに強く、十分な機械的強度
を有し、特に中空圧潰軸状部14の長さが比較的短い場
合に最適である。
In addition, since the upper and lower hollow crushing shaft portions 14 of the pillar main body 12 are formed in a substantially cross-shaped cross section, the pillar 11 is resistant to compression and tension, and has sufficient mechanical strength. Particularly, it is optimal when the length of the hollow crushed shaft portion 14 is relatively short.

【0021】以上説明した実施形態の柱材11は、中空
圧潰軸状部14が柱材本体12の上下両端部に形成され
たものであるが、中空圧潰軸状部14は、柱材本体12
の上下いずれか一方に形成されてもよい。
In the column member 11 of the embodiment described above, the hollow crush shaft portions 14 are formed at the upper and lower ends of the column main body 12.
May be formed either above or below.

【0022】[0022]

【発明の効果】請求項1に係る発明の建築用柱材は、角
形鋼材からなる柱材本体の上下両端部又は何れか一方の
端部が圧潰されて、当該端部に所要形状の圧潰軸状部に
形成されると共に、この圧潰軸状部の外周部にボルト着
脱用空間部が形成され、この圧潰軸状部の端面に、ボル
ト着脱用空間部と対応する位置にボルト孔を有する柱材
取付プレートが固着されたものであるから、従来この種
の建築用柱材に比べ、部材点数が少なく、溶接座板及び
ボルト着脱空間形成用のアングル材を省略でき、柱材の
製作が容易で、且つ精度も向上し、コストの低減を図る
ことができる。
According to a first aspect of the present invention, there is provided a column material for building according to the present invention, wherein upper and lower ends or any one of ends of a column material body made of a rectangular steel material is crushed, and a crush shaft having a required shape is formed on the end. A column having a bolt mounting / removing space formed on the outer periphery of the crushed shaft, and having a bolt hole at an end surface of the crushing shaft at a position corresponding to the bolt mounting / removing space. Since the material mounting plate is fixed, the number of members is smaller than that of this type of conventional building column material, the angle of the welding seat plate and the angle material for forming the bolt attachment / detachment space can be omitted, and the column material can be easily manufactured. In addition, the accuracy can be improved, and the cost can be reduced.

【0023】また、上記圧潰軸状部は中空状に形成され
ていると共に、柱材取付プレートには湯抜き孔が中空圧
潰軸状部の中空部と連通するように設けられているか
ら、柱材を処理槽に浸漬させてメッキや電着塗装を行う
際、その処理液が湯抜き孔から中空圧潰軸状部の中空部
を通じて柱材本体内部に流入し、それにより柱材は、処
理槽内で浮き上がることなく沈下し、所望のメッキ処理
を施すことができる。また、処理液を柱材本体の内部に
流入させることができるから、柱材本体の内面側もメッ
キ等の処理が施されて、内部腐食を防止できる。
The crushing shaft is formed in a hollow shape, and the column mounting plate is provided with a drain hole so as to communicate with the hollow portion of the hollow crushing shaft. When the material is immersed in the treatment tank to perform plating or electrodeposition coating, the treatment liquid flows from the drain hole into the inside of the pillar body through the hollow portion of the hollow crushed shaft portion, whereby the pillar material is removed from the treatment tank. It sinks without floating inside, and can be subjected to a desired plating treatment. In addition, since the treatment liquid can flow into the interior of the pillar body, the inner surface of the pillar body is also subjected to a treatment such as plating to prevent internal corrosion.

【0024】請求項2によれば、中空圧潰軸状部が4つ
の突条部からなる断面略十字形に形成されているから、
圧縮及び引っ張りに強く、十分な機械的強度を有し、特
に中空圧潰軸状部の長さが比較的短い場合に有効であ
る。
According to the second aspect, since the hollow crushing shaft-shaped portion is formed in a substantially cross-sectional shape comprising four ridges,
It is resistant to compression and tension, has sufficient mechanical strength, and is particularly effective when the length of the hollow crushed shaft is relatively short.

【0025】請求項3によれば、平面壁部と隅角部とか
らなる柱材本体のうち平面壁部の延長上に4つの突条部
がくるように形成されて、各ボルト着脱用空間部が各隅
角部の延長線上に形成されるから、柱材取付プレートを
H形鋼からなる梁材のフランジに取り付ける際に、当該
梁材のウエブを挟んでその前後両側にそれぞれ2つのボ
ルト着脱用空間部が位置することになり、従って柱材取
付プレートの対向する2辺側で2個ずつボルトを使用で
き、それにより柱材を梁材に対し的確にボルト止めする
ことができる。
According to the third aspect of the present invention, four pillars are formed so as to extend over the extension of the flat wall portion of the pillar body composed of the flat wall portion and the corner portion, and each bolt mounting / dismounting space is provided. Since the portion is formed on the extension line of each corner, when the column mounting plate is mounted on the flange of the beam made of H-section steel, two bolts are respectively provided on both front and rear sides of the web of the beam. The mounting / dismounting space portion is located, so that two bolts can be used on two opposite sides of the column mounting plate, whereby the column can be properly bolted to the beam.

【0026】請求項4によれば、各突条部が断面略U字
状に形成されて、このU字状突条部の内部が中空圧潰軸
状部の中空部と連通するようになっているから、各突条
部の内部に処理液が浸入して、突条部の内面全域が処理
されることになる。従って、柱材の内外全表面を完璧に
メッキ又は電着塗装することができる。
According to the fourth aspect, each ridge is formed to have a substantially U-shaped cross section, and the inside of the U-shaped ridge communicates with the hollow portion of the hollow crushed shaft. Therefore, the processing liquid infiltrates into each ridge, and the entire inner surface of the ridge is treated. Therefore, the entire inner and outer surfaces of the pillar can be completely plated or electrodeposited.

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

【図1】 本発明の一実施形態による建築用柱材の柱材
本体と柱材取付プレートを示す分解斜視図である。
FIG. 1 is an exploded perspective view showing a column main body and a column mounting plate of a building column according to an embodiment of the present invention.

【図2】 同上の柱材本体の中空圧潰軸状部に柱材取付
プレートを取り付けた状態の建築用柱材を示す斜視図で
ある。
FIG. 2 is a perspective view showing the building column material in a state where a column material mounting plate is attached to a hollow crushed shaft portion of the same column material main body.

【図3】 (A)は図2のX−X断面図、(B)は図2
のY−Y断面図である。
3A is a cross-sectional view taken along line XX of FIG. 2, and FIG.
5 is a sectional view taken along the line YY in FIG.

【図4】 同上の建築用柱材をメッキ槽内でメッキ処理
している状態を示す説明図である。
FIG. 4 is an explanatory view showing a state in which the building column material is plated in a plating tank.

【図5】 同上の建築用柱材の使用状態を示す斜視図で
ある。
FIG. 5 is a perspective view showing a usage state of the building column material.

【図6】 (A)は従来の建築用柱材の使用状態を示す
斜視図、(B)は同建築用柱材の柱材本体を示す斜視
図、(C)はボルト取付用ブロックを示す分解斜視図で
ある。
6 (A) is a perspective view showing a usage state of a conventional building column, FIG. 6 (B) is a perspective view showing a column main body of the building column, and FIG. 6 (C) shows a bolt mounting block. It is an exploded perspective view.

【符号の説明】[Explanation of symbols]

1 従来の建築用柱材 2,3 梁材 11 本発明の建築用柱材 12 柱材本体 13 突条部 14 中空圧潰軸状部 14a 中空部 15 ボルト着脱用空間部 16 柱材取付プレート 16a ボルト孔 16b 湯抜き孔 DESCRIPTION OF SYMBOLS 1 Conventional building column material 2, 3 Beam material 11 Building column material of this invention 12 Column material main body 13 Protrusion part 14 Hollow crush shaft part 14a Hollow part 15 Bolt attaching / detaching space part 16 Column mounting plate 16a Bolt Hole 16b Hot water drain hole

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 角形鋼材からなる柱材本体の上下両端部
又は何れか一方の端部がプレス加工により側面より均等
に圧潰されて、当該端部に所要形状の中空圧潰軸状部が
同心状に形成されると共に、この中空圧潰軸状部の外周
部にボルト着脱用空間部が形成され、中空圧潰軸状部の
端面には柱材取付プレートが固着され、このプレートに
は、ボルト着脱用空間部と対応する位置にボルト孔が設
けられると共に、メッキや電着塗装のための湯抜き孔が
中空圧潰軸状部の中空部と連通するように設けられてな
る建築用柱材。
1. An upper and lower end portion or one end portion of a pillar body made of a rectangular steel material is crushed evenly from a side surface by press working, and a hollow crushed shaft portion having a required shape is concentric with the end portion. The hollow crushed shaft is formed with a bolt attachment / detachment space around the outer periphery of the hollow crushed shaft, and a column mounting plate is fixed to the end face of the hollow crushed shaft. An architectural column member having a bolt hole at a position corresponding to a space, and a drain hole for plating or electrodeposition coating provided so as to communicate with the hollow portion of the hollow crushed shaft.
【請求項2】 中空圧潰軸状部は、4つの突条部からな
る断面略十字形の中空状に形成され、各突条部の対向側
面間にそれぞれボルト着脱用空間部が形成されている請
求項1に記載の建築用柱材。
2. The hollow crushing shaft-like portion is formed in a hollow shape having four ridges and having a substantially cruciform cross section, and a bolt attaching / detaching space is formed between opposing side surfaces of each ridge. The building column material according to claim 1.
【請求項3】 平面壁部と隅角部とからなる柱材本体の
うち平面壁部の延長上に前記4つの突条部がくるように
形成され、これによって前記各ボルト着脱用空間部は、
前記各隅角部の延長線上に形成されている請求項2に記
載の建築用柱材。
3. The pillar member body comprising a flat wall portion and a corner portion, wherein the four ridges are formed on the extension of the flat wall portion, whereby each of the bolt attaching / detaching space portions is formed. ,
The architectural pillar according to claim 2, wherein the pillar is formed on an extension of each of the corners.
【請求項4】 前記各突条部は、断面略U字状に形成さ
れて、このU字状突条部の内部が前記中空圧潰軸状部の
中空部と連通するようになっている請求項2又は3に記
載の建築用柱材。
4. Each of the ridges is formed to have a substantially U-shaped cross section, and the inside of the U-shaped ridge communicates with the hollow portion of the hollow crush shaft portion. Item 4. The column material for construction according to item 2 or 3.
JP13672198A 1998-05-19 1998-05-19 Building column Withdrawn JPH11324225A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13672198A JPH11324225A (en) 1998-05-19 1998-05-19 Building column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13672198A JPH11324225A (en) 1998-05-19 1998-05-19 Building column

Publications (1)

Publication Number Publication Date
JPH11324225A true JPH11324225A (en) 1999-11-26

Family

ID=15181950

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13672198A Withdrawn JPH11324225A (en) 1998-05-19 1998-05-19 Building column

Country Status (1)

Country Link
JP (1) JPH11324225A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018171642A (en) * 2017-03-31 2018-11-08 日鐵住金建材株式会社 Method of and device for processing recessed groove on metal tube
JP2019042752A (en) * 2017-08-30 2019-03-22 日鐵住金建材株式会社 Recessed groove processing device and method of metal pipe
JP2020159089A (en) * 2019-03-27 2020-10-01 日鉄建材株式会社 Metal pipe column

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018171642A (en) * 2017-03-31 2018-11-08 日鐵住金建材株式会社 Method of and device for processing recessed groove on metal tube
JP2019042752A (en) * 2017-08-30 2019-03-22 日鐵住金建材株式会社 Recessed groove processing device and method of metal pipe
JP2020159089A (en) * 2019-03-27 2020-10-01 日鉄建材株式会社 Metal pipe column

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