JP2002061331A - Wall backing rectangular metal column - Google Patents

Wall backing rectangular metal column

Info

Publication number
JP2002061331A
JP2002061331A JP2000250626A JP2000250626A JP2002061331A JP 2002061331 A JP2002061331 A JP 2002061331A JP 2000250626 A JP2000250626 A JP 2000250626A JP 2000250626 A JP2000250626 A JP 2000250626A JP 2002061331 A JP2002061331 A JP 2002061331A
Authority
JP
Japan
Prior art keywords
opening
horizontal rail
horizontal
metal
retaining pieces
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.)
Granted
Application number
JP2000250626A
Other languages
Japanese (ja)
Other versions
JP3653454B2 (en
Inventor
Hiroshi Sawada
洋 澤田
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.)
SAWATA KENZAISHA KK
Sawata Kenzaisha KK
Original Assignee
SAWATA KENZAISHA KK
Sawata Kenzaisha KK
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 SAWATA KENZAISHA KK, Sawata Kenzaisha KK filed Critical SAWATA KENZAISHA KK
Priority to JP2000250626A priority Critical patent/JP3653454B2/en
Publication of JP2002061331A publication Critical patent/JP2002061331A/en
Application granted granted Critical
Publication of JP3653454B2 publication Critical patent/JP3653454B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/762Cross connections
    • E04B2/763Cross connections with one continuous profile, the perpendicular one passing continuously through the first one

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a rectangular metal column allowing the insertion of a bracing horizontal rail even in a thin rectangular metal column with simple work and high work efficiency in fitting the bracing horizontal rail to each rectangular metal column. SOLUTION: Two opposed faces of a rectangular metal column body 1a are provided with openings 7, 8 for inserting through the bracing horizontal rail 2 of U-shaped in a transverse U-shaped attitude. One opening 7 is made a horizontal rail insertion side opening, and the other opening 8 is made a horizontal rail bar pull-out side opening. Both lateral edges of the horizontal rail insertion side opening 7 are protrusively provided with a pair of locking pieces 11, 12. Both locking pieces 11, 12 are normally bent and opened in a half open state to the hollow part 10 side of the rectangular metal column body 1a and further opened from the half open state by elastic deformation when the bracing horizontal rail 12 is inserted, thus clamping both inner and outer faces of a web part 2a of the bracing horizontal rail 2.

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、建築物の内装工事
において、壁を形成する際の金属製下地材として使用さ
れる金属製角筒柱に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a metal square column used as a metal base material when forming a wall in an interior construction work of a building.

【0002】[0002]

【従来の技術】この種の金属製角筒柱の使用状態を図7
によって説明すると、建築物の内装工事に使用される金
属製壁下地材として一般的に普及しているものは、壁下
地材として、上部ランナーと呼ばれる天井面側の下向き
コ字状の金属製上横桟15(金属製チャンネル材)と下
部ランナーと呼ばれる床面側の上向きコ字状の金属製下
横桟16(金属製チャンネル材)との間にスタッドと呼
ばれる金属製角筒柱17を横桟長手方向に適当間隔に立
設し、この金属製角筒柱の室内外面に上貼り壁用のボー
ド材18をビス等で固着している。
2. Description of the Related Art FIG.
In general, a metal wall base material used for interior construction of buildings is commonly used as a wall base material. A metal square tube column 17 called a stud is placed between a horizontal rail 15 (metal channel material) and a lower U-shaped metal horizontal rail 16 (metal channel material) on the floor side called a lower runner. It is erected at appropriate intervals in the longitudinal direction of the crosspiece, and a board material 18 for an upper wall is fixed to the inside and outside surfaces of the metal prismatic column with screws or the like.

【0003】そして、各角筒柱17の中間部を横方向に
貫通する断面コ字状の振れ止め用横桟18を取り付け、
各横桟18を介して各角筒柱17が互いに規制し合って
室内外方向に振れるのを阻止し、これによって壁面の堅
牢性を図るようにしている。この際、振れ止め用横桟1
8は、図7から分かるように下向きコ字状の姿勢で角筒
柱17を貫通するように取り付けられ、しかして各角筒
柱17には、振れ止め用横桟18を下向きコ字状の姿勢
で挿通し得る開口部19が形成されると共に、この開口
部19の片側口縁には、当該片側口縁を折曲部として開
閉自在な横桟抜止片20を突設し、この横桟抜止片20
を振れ止め用横桟18の上面に圧接することによって、
振れ止め用横桟18の抜け止めを図るようにしている。
[0003] Then, an anti-sway horizontal rail 18 having a U-shaped cross section is mounted, which penetrates the intermediate portion of each of the prismatic columns 17 in the horizontal direction.
The rectangular columns 17 are regulated by each other via the horizontal rails 18 to prevent them from swaying in the indoor and outdoor directions, whereby the robustness of the wall surface is achieved. At this time, the horizontal beam 1
7 is attached so as to penetrate the rectangular column 17 in a downward U-shaped posture as can be seen from FIG. An opening 19 which can be inserted in a posture is formed, and a crosspiece retaining piece 20 which can be opened and closed is formed at one side edge of the opening 19 by using the one side edge as a bent portion. Retaining piece 20
Is pressed against the upper surface of the horizontal rail 18 for steadying,
The anti-sway horizontal rail 18 is prevented from falling off.

【0004】[0004]

【発明が解決しようとする課題】上記のような従来の壁
下地用金属製角筒柱は、特開平8−218520号公報
に開示されているが、それに開示されているような金属
製角筒柱17によれば、この角筒柱17に振れ止め用横
桟18を取り付ける作業が非常に面倒で、作業能率が悪
いと云う問題がある上に、細い角筒柱の場合、特に、振
れ止め用横桟18と直交する水平方向の幅寸法aが小さ
い角筒柱では、横桟挿通用開口部19の開口幅が角筒柱
の上記幅寸法aよりも大きくなることがあって、振れ止
め用横桟18を挿通させることができないと云う問題が
ある。尚、図7において、bは角筒柱17の横桟長手方
向に沿った幅寸法である。
The above-mentioned conventional rectangular metal pillar for wall foundation is disclosed in Japanese Patent Application Laid-Open No. 8-218520, but the metallic rectangular cylinder disclosed therein is disclosed. According to the column 17, there is a problem that the work of attaching the anti-sway crosspiece 18 to the prismatic column 17 is very troublesome, and the work efficiency is poor. In a rectangular column having a small horizontal width dimension a perpendicular to the horizontal rail 18, the opening width of the horizontal rail insertion opening 19 may be larger than the width dimension a of the rectangular column, and There is a problem that the horizontal rail 18 cannot be inserted. In addition, in FIG. 7, b is the width dimension along the longitudinal direction of the crosspiece of the prismatic column 17.

【0005】本発明は、上記のような問題点に鑑み、各
金属性角筒柱に振れ止め用横桟を取り付ける際の作業が
簡単容易で作業能率が良い上に、細い角筒柱でも振れ止
め用横桟を挿通させることができる金属製角筒柱を提供
することを目的とする。
SUMMARY OF THE INVENTION In view of the above problems, the present invention makes it easy and easy to mount the anti-sway crosspiece on each metallic prismatic cylinder, has a good work efficiency, and has the advantage that even a narrow prismatic prism can be shaken. An object of the present invention is to provide a metal prismatic column through which a horizontal rail for stopping can be inserted.

【0006】[0006]

【課題を解決するための手段】請求項1に係る発明は、
金属製角筒柱本体1aの中空部1oを挟んで相対向する
二面には、ウェブ部2aとその両端のフランジ部2b,
2bとからなるコ字状の振れ止め用横桟2を横向きコ字
状の姿勢で挿通させる開口部7,8が設けられ、このう
ち一方の開口部7が横桟差込み側開口部とされ、他方側
の開口部8が横桟引出し側開口部とされ、その横桟差込
み側開口部7にあって、当該開口部7の左右両端縁に、
振れ止め用横桟2が開口部7,8から抜け出るのを阻止
する両側一対の抜止片11,12が観音扉のような態様
で突設され、両抜止片11,12は、常時は角筒柱本体
1aの中空部1o側へ半開き状に折曲開放されていて、
振れ止め用横桟2が差し込まれた時に前記半開き状態か
ら弾性変形により更に開放されて、振れ止め用横桟2の
ウェブ部2aの内外両面を両抜止片11,12の先端部
で挟み付けるようになっていることを特徴とする。
The invention according to claim 1 is
A web portion 2a and flange portions 2b at both ends of the web portion 2a are provided on two opposite sides of the hollow portion 1o of the metal prismatic column main body 1a.
2b are provided with openings 7 and 8 through which the U-shaped anti-sway horizontal rail 2 composed of 2b is inserted in a horizontal U-shaped posture, and one of these openings 7 is a horizontal rail insertion side opening. The opening 8 on the other side is defined as a horizontal rail draw-out side opening, and is located at the horizontal rail insertion side opening 7.
A pair of retaining pieces 11 and 12 on both sides for preventing the horizontal bar 2 from coming out of the openings 7 and 8 are protruded in a manner like a double door, and the retaining pieces 11 and 12 are always rectangular cylinders. It is bent and opened in a half-opening shape to the hollow portion 1o side of the pillar main body 1a,
When the anti-sway horizontal rail 2 is inserted, it is further opened by the elastic deformation from the half-open state, so that both the inner and outer surfaces of the web portion 2a of the anti-sway horizontal rail 2 are sandwiched between the distal ends of the both retaining pieces 11, 12. It is characterized by having become.

【0007】請求項2は、請求項1に記載の壁下地用金
属製角筒柱において、横桟差込み側開口部7の開口部両
側縁9,10、即ち折曲縁部には、両抜止片11,12
がその半開き状態から更に容易に弾性変形によって開放
するよう弾性変形補助用抜孔13,14が貫設されてな
ることを特徴とする。
According to a second aspect of the present invention, in the metal prismatic column for a wall base according to the first aspect, both side edges 9, 10 of the opening portion 7 on the side of the horizontal rail insertion side, that is, at the bent edge portion, have both stoppers. Pieces 11 and 12
Are characterized in that through holes 13 and 14 for assisting elastic deformation are provided so as to be more easily opened by elastic deformation from the half-open state.

【0008】請求項3は、請求項1又は2に記載の壁下
地用金属製角筒柱において、前記両抜止片11,12
は、横桟差込み側開口部7内においてその開口部両側縁
9,10から互いに凹凸嵌合するような形態で対向方向
に突出し、振れ止め用横桟2のウェブ部2aの内面に当
接する一方の抜止片11の突出長さが、前記ウェブ部2
aの外面に当接する他方の抜止片12の突出長さよりも
長く形成されていることを特徴とする。
A third aspect of the present invention is the metal square tubular column for a wall base according to the first or second aspect, wherein the retaining pieces 11 and 12 are provided.
Are protruded in the opposite direction from the side edges 9 and 10 of the horizontal rail insertion side opening 7 in such a manner as to be fitted into and recessed from each other, and come into contact with the inner surface of the web portion 2a of the horizontal rail 2 for steadying. The protrusion length of the retaining piece 11 is
It is characterized in that it is formed longer than the protruding length of the other retaining piece 12 abutting on the outer surface of a.

【0009】[0009]

【発明の実施の形態】図1は、本発明に係る金属製角筒
柱1を使用して形成される壁下地材を示したもので、図
7に示す従来の壁下地材と同様に、上部ランナーと呼ば
れる天井面側の金属製上横桟5と下部ランナーと呼ばれ
る床面側の金属製下横桟6との間に、スタッドと呼ばれ
る金属製角筒柱1を横桟長手方向に適当間隔おきに立設
し、この金属製角筒柱1の室内外両面に上貼り壁用のボ
ード材18を固着し、そして各角筒柱1には振れ止め用
横桟2を下向きコ字状の姿勢で角筒柱1を貫通するよう
に取り付け、これによって壁面の堅牢性を図っている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a wall base material formed by using a metal prismatic column 1 according to the present invention. Like the conventional wall base material shown in FIG. Between the metal upper horizontal rail 5 called the upper runner on the ceiling side and the metal lower horizontal rail 6 on the floor side called the lower runner, a metal square tube column 1 called a stud is suitably applied in the longitudinal direction of the horizontal rail. Standing at intervals, the board material 18 for the upper wall is fixed to both the indoor and outdoor surfaces of the metal prism 1, and each of the prisms 1 is provided with a horizontal bar 2 for anti-sway and a downward U-shape. The rectangular column 1 is mounted so as to penetrate in the posture described above, whereby the robustness of the wall surface is achieved.

【0010】この実施形態において、金属製角筒柱1
は、横桟2,5,6と直交する水平方向の幅寸法aが例
えば25mm、横桟2,5,6の長手方向に沿った水平
方向の幅寸法bが40mmである。因みに、図7に示す
壁下地材に使用される角筒柱11の幅寸法aは45m
m、幅寸法bは30mmである。
In this embodiment, a metal prism 1
Has a horizontal width a perpendicular to the horizontal rails 2, 5, 6 of 25 mm, for example, and a horizontal width b along the longitudinal direction of the horizontal rails 2, 5, 6 of 40 mm. Incidentally, the width dimension a of the rectangular column 11 used for the wall base material shown in FIG.
m and the width dimension b are 30 mm.

【0011】上記金属製角筒柱1の角筒柱本体1aは、
図2に示すように、金属板を角筒状に折曲してその対向
縁部をJ字状やU字状に折曲し、これらの折曲部を互い
に絡ませて接合する所謂はぜ接合構造によって、角筒柱
1に形成されたものである。この角筒柱本体1aの中空
部1oを挟んで相対向する二面には、図3に示すように
ウェブ部2aとその両端のフランジ部2b,2bとから
なる横断面コ字状振れ止め用横桟2を横向きコ字状の姿
勢で挿通させるための開口部7,8が設けられ、両開口
部7,8は略同一形状に形成されたもので、両開口部
7,8うちの一方側の開口部7が横桟差込み側開口部と
され、他方側の開口部8が横桟引出し側開口部とされ
る。上記振れ止め用横桟2はチャンネル材からなるもの
で、ウェブ部2aの幅が36mm、フランジ部2bが1
1mmとされ、また角筒柱1の開口部7,8は縦幅cが
42mm、横幅dが15mmとされる。
The prismatic column main body 1a of the metallic prismatic column 1 is
As shown in FIG. 2, a metal plate is bent into a rectangular tube shape, the opposing edges of the metal plate are bent into a J-shape or a U-shape, and these bent portions are entangled with each other so as to form a so-called joint. It is formed on the prism 1 by its structure. As shown in FIG. 3, on the two surfaces opposed to each other across the hollow portion 1o of the prismatic column main body 1a, there is provided a web-shape anti-sway retainer comprising a web portion 2a and flange portions 2b, 2b at both ends thereof. Openings 7 and 8 are provided to allow the horizontal rail 2 to be inserted in a laterally U-shaped posture, and both openings 7 and 8 are formed to have substantially the same shape, and one of the two openings 7 and 8 is provided. The opening 7 on the side is an opening on the side of the horizontal rail, and the opening 8 on the other side is an opening on the side of the horizontal rail. The horizontal bar for steadying 2 is made of a channel material. The width of the web portion 2a is 36 mm, and the width of the flange portion 2b is 1 mm.
The opening portions 7 and 8 of the rectangular column 1 have a vertical width c of 42 mm and a horizontal width d of 15 mm.

【0012】両開口部7,8のうち横桟差込み側開口部
7には当該開口部の左右両端縁に、振れ止め用横桟2が
開口部7から抜け出るのを阻止する両側一対の抜止片1
1,12が図2の(A)に示すように観音扉のような態
様で突設され、そして両抜止片11,12は、常時は図
2の(B)に示すように角筒柱本体1aの中空部1o側
へ半開き状に折曲開放されていて、図3に示すように振
れ止め用横桟2が差し込まれた時に前記半開き状態から
弾性変形により更に開放されて、振れ止め用横桟2のウ
ェブ部2aの内外両面を両抜止片11,12の先端部で
挟み付けるようになっている。
[0012] Of the two openings 7, 8, the horizontal rail insertion side opening 7 is provided at both left and right edges of the opening with a pair of retaining pieces on both sides for preventing the anti-sway horizontal rail 2 from coming out of the opening 7. 1
As shown in FIG. 2 (A), the projections 1 and 12 are protruded in a manner like a double door, and the two retaining pieces 11 and 12 are normally provided as shown in FIG. 2 (B). 3a, which is bent and opened to the side of the hollow portion 1o in a semi-open state, and as shown in FIG. 3, when the anti-sway horizontal rail 2 is inserted, the anti-sway horizontal rail 2 is further opened from the half-open state by elastic deformation to provide the anti-sway horizontal rail. Both the inner and outer surfaces of the web portion 2a of the crosspiece 2 are sandwiched between the distal ends of both retaining pieces 11 and 12.

【0013】上記抜止片11,12の形成にあたって
は、金属板を角筒状に折曲する前の展開状態で金属板の
開口部7形成位置に所定の切り込みを入れて、開口部7
内に抜止片11,12のみが残るように他の不要部分を
抜き取った後、その展開状態の金属板を角筒状に折曲し
て金属製角筒柱1を形成し、これが図2の(A)に示す
状態である。この図2の(A)の状態から、開口部7内
の抜止片11,12を角筒柱本体1aの中空部1o側へ
強制的に折曲して半開き状に開放した状態が図2の
(B)に示す状態である。尚、横桟差込み側開口部7
は、金属板を折曲する前の展開状態で矩形状に切り抜い
て形成する。
In forming the retaining pieces 11 and 12, a predetermined cut is made at a position where the opening 7 is formed in the metal plate in a developed state before the metal plate is bent into a rectangular tube shape.
After extracting other unnecessary portions so that only the retaining pieces 11 and 12 remain therein, the metal plate in the expanded state is bent into a rectangular cylindrical shape to form a metal rectangular column 1 as shown in FIG. This is the state shown in FIG. FIG. 2 shows a state in which the retaining pieces 11 and 12 in the opening 7 are forcibly bent toward the hollow portion 1o side of the prismatic column main body 1a and opened in a half-open state from the state of FIG. This is the state shown in FIG. In addition, the opening part 7 on the side
Is formed by cutting a metal plate into a rectangular shape in an unfolded state before bending.

【0014】横桟差込み側開口部7の開口部両側縁、即
ち折曲縁部9,10には、両抜止片11,12がその半
開き状態から更に容易に弾性変形によって開放するよう
弾性変形補助用抜孔13,14が貫設されている。
At both side edges of the opening 7 on the side of the horizontal rail insertion side, that is, at the bent edges 9 and 10, elastic stoppers are provided so that the two retaining pieces 11 and 12 can be more easily released from the half-open state by elastic deformation. Through holes 13 and 14 are provided.

【0015】また両抜止片11,12は、図2の(A)
に示すように、横桟差込み側開口部7内においてその開
口部両側縁9,10から互いに凹凸嵌合するような形態
で対向方向に突出して、振れ止め用横桟2のウェブ部2
aの内面に当接する一方の抜止片11の最大突出長さ
(開口縁部9から抜止片11の先端までの長さ)が、他
方の抜止片12の突出長さ(開口縁部10から抜止片1
2の先端までの長さ)よりも長く形成されている。ここ
で、「両抜止片11,12が互いに凹凸嵌合するような
形態で対向方向に突出する」とは、一方の抜止片11が
凹状部を成し、他方の抜止片12が凸状部を成し、凸状
部である抜止片12が凹状部である抜止片11に嵌合す
るような形態で、両抜止片11,12が対向方向に突出
することを意味する。そして、凹状部である抜止片11
は、図示のように、抜止片12を間に挟むような形態で
その上下両側に最大突出長さの突片部11a,11aを
有する。
The two retaining pieces 11 and 12 are shown in FIG.
As shown in FIG. 3, the web portion 2 of the horizontal beam 2 for anti-sway is projected from the side edges 9 and 10 of the horizontal beam insertion side opening 7 in the opposite direction in such a manner as to be fitted into and recessed from each other.
The maximum protruding length of one of the retaining pieces 11 (the length from the opening edge 9 to the tip of the retaining piece 11) abutting on the inner surface of a is set to the protruding length of the other retaining piece 12 (from the opening edge 10). Piece 1
2). Here, “the two retaining pieces 11 and 12 protrude in the opposite direction in such a manner that they fit into each other unevenly” means that one retaining piece 11 forms a concave portion and the other retaining piece 12 forms a convex portion. This means that both the retaining pieces 11, 12 protrude in the opposite direction in such a manner that the retaining piece 12, which is a convex portion, fits into the retaining piece 11, which is a concave portion. And the retaining piece 11 which is a concave portion
As shown in the figure, the upper and lower sides of the retaining piece 12 have projecting pieces 11a, 11a of the maximum projecting length in such a manner as to sandwich the retaining piece 12 therebetween.

【0016】しかして、横桟差込み側開口部7に振れ止
め用横桟2が差し込まれた時には、突出長さの長い抜止
片11の突片部11a,11aの先端部が振れ止め用横
桟2のウェブ部2aの内面側に弾接し、突出長さの短い
抜止片12の先端部がウェブ部2aの外面側に弾接し、
それらの先端部によってウェブ部2aの内外両面を挟持
するようになっている。
When the anti-sway horizontal rail 2 is inserted into the horizontal rail insertion-side opening 7, the tips of the protruding pieces 11a of the retaining piece 11 having a long protruding length are connected to the horizontal rails for anti-sway. 2, elastically contacts the inner surface side of the web portion 2a, and the tip of the retaining piece 12 having a short protruding length elastically contacts the outer surface side of the web portion 2a.
Both the inner and outer surfaces of the web portion 2a are sandwiched by these tip portions.

【0017】本発明の一実施形態は、以上のような構成
からなり、これを使用するには、図1に示すように、先
ず天井面側に上部ランナーである上横桟5をビスの打ち
込みによって取り付け、床面側に下部ランナーである下
横桟6を同様にビスの打ち込みによって取り付け、上下
両横桟5,6の間に、スタッドと呼ばれる本発明に係る
金属製角筒柱1を適当間隔おきに立設し、互いの間隔幅
を正確に規制した後に同じくビスの打ち込みによって互
いに取り付ける。この時、各角筒柱1の横桟差込み側開
口部7に設けた抜止片11,12は、図5の仮想線で示
すように、角筒柱本体1aの中空部1o側へ夫々強制的
に折曲して半開き状に開放していると共に、両抜止片1
1,12の先端部が互いに交差した状態にある。
One embodiment of the present invention has the above-described configuration. To use this, as shown in FIG. 1, first, an upper runner 5 as an upper runner is driven into the ceiling surface with a screw. The lower horizontal rail 6, which is a lower runner, is similarly mounted on the floor side by screwing in a screw, and between the upper and lower horizontal rails 5, 6, the metal square tube pillar 1 according to the present invention, called a stud, is appropriately mounted. They are erected at intervals, and after precisely regulating the width of each other, they are attached to each other by driving screws. At this time, the retaining pieces 11 and 12 provided in the opening portions 7 on the side of the lateral crosspiece of each prism 1 are forcibly moved toward the hollow portion 1o side of the prism body 1a as shown by the phantom line in FIG. And opened in a half-open state.
In this state, the tip portions 1 and 12 cross each other.

【0018】しかる後、振れ止め用横桟2を、図3に示
すように横向きコ字状の姿勢で角筒柱1の横桟差込み側
開口部7から角筒柱本体1a内に差し込んで、半開き状
に開放して先端部が交差している抜止片11,12を押
し開くようにして、その中空部1oを通して横桟引出し
側開口部8から引き出し、しかして隣接する角筒柱1の
横桟差込み側開口部7及び横桟引出し側開口部8に順次
差し込み且つ引き出すようにして振れ止め用横桟2を複
数の角筒柱1に貫通させる。
Thereafter, as shown in FIG. 3, the anti-sway horizontal beam 2 is inserted into the rectangular column main body 1a from the horizontal beam insertion side opening 7 of the rectangular column 1 in a laterally U-shaped posture. The stopper pieces 11 and 12 which are opened in a half-open state and whose leading end portions intersect are pushed open, and are pulled out from the lateral-bar drawer-side opening 8 through the hollow portion 1o. The anti-sway horizontal rail 2 is penetrated through the plurality of prismatic columns 1 so as to be sequentially inserted into and pulled out from the rail insertion side opening 7 and the horizontal rail drawer side opening 8.

【0019】上記のように振れ止め用横桟2を各角筒柱
1の横桟差込み側開口部7から角筒柱本体1a内に差し
込むことによって、半開き状に開放して先端部が交差し
ている抜止片11,12がその半開き状態から弾性変形
により更に開放して、図4及び図5の実線図示のように
振れ止め用横桟2のウェブ部2aの内外両面を両抜止片
11,12の先端部で挟み付け、これによって振れ止め
用横桟2を角筒柱1に対し固定するから、振れ止め用横
桟2を横桟差込み側開口部7から角筒柱本体1a内に差
し込むだけの簡単な作業で振れ止め用横桟2の抜け止め
作用を確実十分に発揮させることができる。
By inserting the anti-sway horizontal rail 2 from the horizontal rail insertion side opening 7 of each rectangular column 1 into the rectangular column main body 1a as described above, it is opened in a half-open state and the ends cross each other. The retaining pieces 11, 12 are further opened from their half-opened state by elastic deformation, and both inner and outer surfaces of the web portion 2a of the horizontal bar 2 for anti-sway as shown by solid lines in FIGS. 12 to fix the horizontal bar 2 for steadying to the rectangular column 1, so that the horizontal bar 2 for steadying is inserted into the rectangular column main body 1 a from the horizontal bar insertion side opening 7. With just a simple operation, the anti-slipping action of the anti-sway horizontal rail 2 can be sufficiently exhibited.

【0020】特に本発明の金属製角筒柱1にあっては、
角筒柱本体1aの中空部1oを挟んで相対向する二面に
は、断面コ字状の振れ止め用横桟2を横向きコ字状の姿
勢で挿通させる開口部7,8を形成すると共に、両開口
部7,8のうち、横桟差込み側開口部7に両側一対の抜
止片11,12を観音扉のような態様で突設したもので
あって、両抜止片11,12は、常時は角筒柱本体1a
の中空部1o側へ半開き状に折曲開放されていて、振れ
止め用横桟2が差し込まれた時に上記半開き状態から弾
性変形によって更に開放されて、振れ止め用横桟2のウ
ェブ部2aの内外両面を両抜止片11,12の先端部で
挟み付けるようにした構成であるから、細い金属製角筒
柱1の使用が可能であって、この実施形態で示したよう
に横桟2,5,6と直交する方向の幅寸法aが例えば2
5mmと云うような細い角筒柱の場合でも、ウェブ部2
aの幅が角筒柱1の幅寸法aよりも大きい36mmと云
った振れ止め用横桟2を容易に挿通させることができ
る。
In particular, in the metal prismatic column 1 of the present invention,
Openings 7 and 8 are formed on two opposite surfaces of the prismatic column main body 1a with the hollow portion 1o interposed therebetween, through which the anti-sway horizontal rail 2 having a U-shaped cross section is inserted in a laterally U-shaped posture. Of the two openings 7, 8, a pair of retaining pieces 11, 12 on both sides are protrudingly provided at the side-bar insertion side opening 7 in a manner like a double door, and both retaining pieces 11, 12 are: Normally the prismatic column main body 1a
Of the web part 2a of the anti-sway horizontal rail 2 is further opened by elastic deformation from the half-open state when the anti-sway horizontal rail 2 is inserted. Since the inner and outer surfaces are sandwiched between the tips of the retaining pieces 11 and 12, a thin metal prism 1 can be used. As shown in this embodiment, the horizontal rails 2 are used. The width dimension a in the direction orthogonal to 5 and 6 is, for example, 2
Even in the case of a narrow prism of 5 mm, the web portion 2
It is possible to easily penetrate the steady bar 2 having a width a of 36 mm, which is larger than the width dimension a of the rectangular column 1.

【0021】また両抜止片11,12は、横桟差込み側
開口部7内において開口部側縁9,10から互いに凹凸
嵌合するような形態で対向方向に突出し、振れ止め用横
桟2のウェブ部2aの内面に当接する一方の抜止片11
の突出長さが、他方の抜止片12の突出長さよりも長く
形成されるから、横桟差込み側開口部7の横幅dを出来
るだけ狭くできて、開口部7内での振れ止め用横桟2の
ガタツキを極力少なくできると共に、両抜止片11,1
2の先端部でウェブ部2aの内外両面を確実に挟持固定
することができ、また上記のように横桟差込み側開口部
7の横幅dを出来るだけ狭くできることから、細い金属
製角筒柱1でも横桟差込み側開口部7の形成が容易に可
能となる。
The retaining strips 11 and 12 project in opposite directions from the opening side edges 9 and 10 in the lateral beam insertion side opening 7 in such a manner as to be fitted into and out of each other. One retaining piece 11 that contacts the inner surface of the web portion 2a
Is formed longer than the protruding length of the other retaining piece 12, so that the lateral width d of the lateral-beam insertion-side opening 7 can be made as narrow as possible, and 2 can be reduced as much as possible.
Since the inner and outer surfaces of the web portion 2a can be securely clamped and fixed at the front end portion of the web portion 2 and the horizontal width d of the opening portion 7 on the side of the horizontal crosspiece can be made as narrow as possible. However, it is possible to easily form the side-bar insertion side opening 7.

【0022】図6は、金属製角筒柱1の横桟差込み側開
口部7内に形成される両抜止片11,12の他の実施形
態を示している。即ち、上述した先の実施形態における
両抜止片11,12は、突出長さの短い抜止片12が単
体からなるものであるが、この図6の実施形態では、突
出長さの短い抜止片12が上下2つに分割形成されてい
る点が若干異なり、これ以外は先の実施形態とほとんど
同じである。
FIG. 6 shows another embodiment of both retaining pieces 11 and 12 formed in the opening 7 on the side of the horizontal rail insertion side of the metal prismatic column 1. That is, the retaining pieces 11 and 12 in the above-described embodiment are formed of a single retaining piece 12 having a short protruding length. However, in the embodiment shown in FIG. Are slightly different in that they are divided into upper and lower two parts, and other than this is almost the same as the previous embodiment.

【0023】[0023]

【発明の効果】請求項1に係る発明によれば、横桟と直
交する水平方向の幅寸法が小さく細い金属製角筒柱であ
っても、振れ止め用横桟のウェブ部の幅が金属製角筒柱
の上記幅寸法よりも大きい振れ止め用横桟を容易に挿通
させることが可能となる。
According to the first aspect of the present invention, the width of the web portion of the anti-sway horizontal beam is reduced even if the width of the web is small even in the case of a narrow metal rectangular cylinder having a small horizontal width perpendicular to the horizontal beam. It becomes possible to easily penetrate the horizontal rail for steadying, which is larger than the above-mentioned width dimension of the square cylindrical pillar.

【0024】また、振れ止め用横桟を金属製角筒柱の横
桟差込み側開口部から角筒柱本体内に差し込むことによ
って、半開き状に開放している抜止片がその半開き状態
から弾性変形により更に開放して、振れ止め用横桟のウ
ェブ部の内外両面を両抜止片の先端部で挟み付け、これ
によって振れ止め用横桟を角筒柱に対し固定するように
なっているから、振れ止め用横桟を横桟差込み側開口部
から角筒柱本体内に差し込むだけの簡単な作業で振れ止
め用横桟の取付けが行えて、作業能率を向上できると共
に、振れ止め用横桟の抜け止め作用を確実十分に発揮さ
せることができる。
Further, by inserting the anti-sway horizontal rail into the rectangular cylindrical column main body from the horizontal rail insertion side opening of the metal rectangular cylindrical column, the retaining piece which is opened halfway is elastically deformed from the half open state. And furthermore, the inner and outer surfaces of the web portion of the anti-sway horizontal bar are sandwiched between the tip ends of both retaining pieces, thereby fixing the anti-sway horizontal bar to the prismatic column. The steady beam can be attached by a simple work of simply inserting the steady beam into the rectangular column main body from the opening at the side of the lateral beam insertion side, and the work efficiency can be improved. The retaining function can be sufficiently exhibited.

【0025】請求項2に係る発明によれば、振れ止め用
横桟を、金属製角筒柱の横桟差込み側開口部より角筒柱
本体内に差し込んで、その開口部の左右両端縁に突設さ
れた両抜止片を半開き状態から弾性変形によって更に開
放する際に、振れ止め用横桟の軽い差し込み作業によっ
て抜止片を押し開くことができるから、振れ止め用横桟
の角筒柱本体内への差し込み作業が容易となって、作業
能率を一層向上することができる。
According to the second aspect of the present invention, the anti-sway horizontal rail is inserted into the rectangular column main body from the horizontal rail insertion side opening of the metal rectangular cylindrical column, and the left and right edges of the opening are provided. When the two projecting retaining pieces are further opened by the elastic deformation from the half-open state, the retaining pieces can be pushed open by a light insertion work of the anti-sway horizontal rail. The work of inserting into the inside becomes easy, and the work efficiency can be further improved.

【0026】請求項3に係る発明によれば、横桟差込み
側開口部の横幅を出来るだけ狭くできて、開口部内での
振れ止め用横桟のガタツキを極力少なくできると共に、
両抜止片の先端部でウェブ部の内外両面を確実に挟持固
定することができ、また細い金属製角筒柱でも横桟差込
み側開口部の形成が容易に可能となる。
According to the third aspect of the present invention, the lateral width of the lateral-beam insertion-side opening can be made as narrow as possible, and the rattling of the steady-state lateral beam in the opening can be reduced as much as possible.
Both the inner and outer surfaces of the web portion can be securely clamped and fixed at the distal ends of the both retaining pieces, and the horizontal bar insertion side opening can be easily formed even with a thin metal square cylinder.

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

【図1】 本発明に係る金属製角筒柱を使用して形成さ
れる壁下地材を示す斜視図である。
FIG. 1 is a perspective view showing a wall base material formed using a metal prismatic column according to the present invention.

【図2】 本発明に係る金属製角筒柱の要部を示す斜視
図で、(A)は抜止片を未だ折曲開放していない状態を
示し、(B)は抜止片を角筒柱状本体の中空部側へ半開
き状に折曲開放した状態を示す。
FIGS. 2A and 2B are perspective views showing a main part of a metal prismatic column according to the present invention, wherein FIG. 2A shows a state in which a retaining piece has not yet been bent and opened, and FIG. It shows a state where the main body is bent and opened in a half-opening shape toward the hollow portion side.

【図3】 同金属製角筒柱の角筒柱本体にその横桟差込
み側開口部より振れ止め用横桟を差し込んで、抜止片を
半開き状態から弾性変形によって押し広げ、抜止片の先
端部で振れ止め用横桟のウェブ部の内外両面を挟み込ん
だ状態を示す斜視図である。
[FIG. 3] An anti-sway horizontal bar is inserted into the rectangular column main body of the same metal rectangular column through the horizontal bar insertion side opening, and the retaining piece is pushed out from a half-opened state by elastic deformation, and the tip of the retaining piece. It is a perspective view which shows the state which pinched | interposed both inside and outside both sides of the web part of the horizontal bar for steadying.

【図4】 図3のX−X線断面図である。FIG. 4 is a sectional view taken along line XX of FIG. 3;

【図5】 図4のY−Y線断面図である。FIG. 5 is a sectional view taken along line YY of FIG. 4;

【図6】 金属製角筒柱の横桟差込み側開口部内に形成
される両抜止片の他の実施形態を示す金属製角筒柱の側
面図である。
FIG. 6 is a side view of the metal prismatic column showing another embodiment of the both retaining pieces formed in the opening on the side of the horizontal rail insertion side of the metal prismatic column.

【図7】 従来の金属製角筒柱を使用して形成される壁
下地材を示す斜視図である。
FIG. 7 is a perspective view showing a wall base material formed by using a conventional metal prism.

【符号の説明】[Explanation of symbols]

1 金属製角筒柱 1o 角筒柱の中空部 2 振れ止め用横桟 2a 振れ止め用横桟のウェブ部 2b 振れ止め用横桟のフランジ部 7 横桟差込み側開口部 8 横桟引出し側開口部 9,10 開口部側縁 11,12 抜止片 13,14 弾性変形補助用抜孔 REFERENCE SIGNS LIST 1 metal prismatic column 1 o hollow portion of prismatic column 2 horizontal bar for steadying 2 a web portion of horizontal bar for steadying 2 b flange portion of horizontal bar for steadying 7 horizontal bar insertion side opening 8 horizontal bar drawer side opening Portions 9, 10 Opening side edges 11, 12 Detent pieces 13, 14 Holes for assisting elastic deformation

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 金属製角筒柱状本体の中空部を挟んで相
対向する二面には、ウェブ部とその両端のフランジ部と
からなるコ字状の振れ止め用横桟を横向きコ字状の姿勢
で挿通させる開口部が設けられ、このうち一方側の開口
部が横桟差込み側開口部とされ、他方側の開口部が横桟
引出し側開口部とされ、その横桟差込み側開口部にあっ
て、当該開口部の左右両端縁に、振れ止め用横桟が開口
部から抜け出るのを阻止する両側一対の抜止片が観音扉
のような態様で突設され、両抜止片は、常時は角筒柱状
本体の中空部側へ半開き状に折曲開放されていて、振れ
止め用横桟が差し込まれた時に前記半開き状態から弾性
変形により更に開放されて、振れ止め用横桟のウェブ部
の内外両面を両抜止片の先端部で挟み付けるようになっ
ている壁下地用金属角筒柱。
1. A U-shaped anti-sway horizontal crosspiece comprising a web portion and flange portions at both ends thereof is provided on two opposing surfaces across a hollow portion of a metal prismatic columnar main body. An opening is provided for insertion in a posture of one side, of which one opening is an opening on the side of the horizontal rail, the opening on the other side is an opening on the side of the horizontal rail, and the opening on the side of the horizontal rail insertion In the left and right end edges of the opening, a pair of retaining pieces on both sides for preventing the horizontal bars for steadying from coming out of the opening are provided in a manner like a double door, and both retaining pieces are always Is bent and opened in a semi-opening manner toward the hollow portion side of the prismatic columnar main body, and when the horizontal bar for steadying is inserted, it is further opened by elastic deformation from the half-open state, and the web portion of the horizontal bar for steadying is inserted. Metal for the wall base that sandwiches both the inside and outside surfaces between the tip of both retaining pieces Square pillar.
【請求項2】 横桟差込み側開口部の開口部両側縁、即
ち折曲縁部には、両抜け止め片がその半開き状態から更
に容易に弾性変形によって開放するよう弾性変形補助用
抜孔が貫設されてなる請求項1に記載の壁下地用金属製
角筒柱。
2. An elastic deformation assisting hole is formed at both side edges of the horizontal rail insertion side opening, that is, at a bent edge so that both retaining pieces can be more easily opened by elastic deformation from the half-open state. The metal prism for a wall base according to claim 1, which is provided.
【請求項3】 前記両抜止片は、横桟差込み側開口部内
においてその開口部両側縁から互いに凹凸嵌合するよう
な形態で対向方向に突出し、振れ止め用横桟のウェブ部
の内面に当接する一方の抜止片の突出長さが、前記ウェ
ブ部の外面に当接する他方の抜止片の突出長さよりも長
く形成されている請求項1又は2に記載の壁下地用金属
製角筒柱。
3. The both retaining pieces protrude in the opposite direction from the both side edges of the opening in the lateral beam insertion side opening in such a manner as to be fitted into and recessed from each other, and come into contact with the inner surface of the web portion of the horizontal beam for steadying. 3. The metal prism for a wall base according to claim 1, wherein a protruding length of one of the retaining pieces in contact is formed longer than a protruding length of the other retaining piece in contact with the outer surface of the web portion. 4.
JP2000250626A 2000-08-22 2000-08-22 Metal square column for wall base Expired - Lifetime JP3653454B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000250626A JP3653454B2 (en) 2000-08-22 2000-08-22 Metal square column for wall base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000250626A JP3653454B2 (en) 2000-08-22 2000-08-22 Metal square column for wall base

Publications (2)

Publication Number Publication Date
JP2002061331A true JP2002061331A (en) 2002-02-28
JP3653454B2 JP3653454B2 (en) 2005-05-25

Family

ID=18740163

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000250626A Expired - Lifetime JP3653454B2 (en) 2000-08-22 2000-08-22 Metal square column for wall base

Country Status (1)

Country Link
JP (1) JP3653454B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008127858A (en) * 2006-11-21 2008-06-05 Kirii Construction Materials Co Ltd Underlayer structure
JP2018172886A (en) * 2017-03-31 2018-11-08 株式会社桐井製作所 Vibration preventing structure
EP3580397A4 (en) * 2017-02-13 2020-12-16 Dennis Leblang Metal framing self-lock connectors

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008127858A (en) * 2006-11-21 2008-06-05 Kirii Construction Materials Co Ltd Underlayer structure
EP3580397A4 (en) * 2017-02-13 2020-12-16 Dennis Leblang Metal framing self-lock connectors
JP2018172886A (en) * 2017-03-31 2018-11-08 株式会社桐井製作所 Vibration preventing structure

Also Published As

Publication number Publication date
JP3653454B2 (en) 2005-05-25

Similar Documents

Publication Publication Date Title
US6374558B1 (en) Wall beam and stud
US4572694A (en) Structure member connector
KR102050670B1 (en) Rail stopper for sliding windows and doors
JP2002061331A (en) Wall backing rectangular metal column
US3862523A (en) Panel construction for displays
US6463961B1 (en) Duct hanger and method for hanging duct using hanger
CA1223426A (en) Structure member connector
JP2974990B2 (en) Metal square pillar for wall foundation
JP2001280005A (en) Band window mullion
JP4605471B2 (en) Shelf bracket and other connectors
JP4669119B2 (en) Wall base structure
JP2000265551A (en) Metal tubing column for wall backing member
JP2001193196A (en) Metal square tubular column for wall bed
JPH0321595Y2 (en)
JP4442860B2 (en) Connection structure of vertical and horizontal beam
JPH11270097A (en) Substrate structure for building
JP3307525B2 (en) Expansion joint device
JPH10292535A (en) Metal square column having bracing device
JP2002161597A (en) Metallic rectangular column for wall base material
JP2857007B2 (en) Partition panel mounting device
JP2004190263A (en) Rectangular hollow metal column for wall backing
JPH07133635A (en) Device for connecting bar like member
JP2023158565A (en) Gypsum board fixture set
JPH11247334A (en) Wall substrate structure
JP2912209B2 (en) Expansion joint

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20040331

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040929

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20041027

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20050202

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20050228

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

Ref document number: 3653454

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090304

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090304

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100304

Year of fee payment: 5

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100304

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110304

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120304

Year of fee payment: 7

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130304

Year of fee payment: 8

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130304

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140304

Year of fee payment: 9

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term