JPH1088730A - Hanging hook - Google Patents
Hanging hookInfo
- Publication number
- JPH1088730A JPH1088730A JP8239533A JP23953396A JPH1088730A JP H1088730 A JPH1088730 A JP H1088730A JP 8239533 A JP8239533 A JP 8239533A JP 23953396 A JP23953396 A JP 23953396A JP H1088730 A JPH1088730 A JP H1088730A
- Authority
- JP
- Japan
- Prior art keywords
- panel
- piece
- hanging
- crosspiece
- end piece
- 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
Links
- 239000002184 metal Substances 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 230000007774 longterm Effects 0.000 description 5
- 239000000725 suspension Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】この発明は吊り金具に関し、特に
たとえば建築物の天井を構成する桟材パネルを梁等の横
架材に吊り下げるための吊り金具に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hanger, and more particularly to a hanger for hanging a beam panel forming a ceiling of a building, for example, on a beam or the like.
【０００２】[0002]
【従来の技術】この種の従来の吊り金具が、実公平５−
４７２０７号に開示されている。図１０に示すこの吊り
金具１は、ボルト２ａと蝶ナット２ｂとを用いて横架材
である梁３に保持される本体４および、桟材を枠組みし
た桟材パネル５に固定される固定部６を含み、本体４と
固定部６とが高さ調整ボルト７ａを介して連結される。
そして、高さ調整ボルト７ａに対する蝶ナット７ｂの螺
合位置を調整することによって桟材パネル５の水平レベ
ルが調整される。2. Description of the Related Art A conventional hanging fitting of this type is disclosed in
No. 47207. This hanging metal fitting 1 shown in FIG. 10 has a fixing portion fixed to a main body 4 held by a beam 3 as a horizontal member using a bolt 2a and a wing nut 2b, and a beam panel 5 that frames the beam. 6, the main body 4 and the fixing portion 6 are connected via a height adjusting bolt 7a.
The horizontal level of the beam panel 5 is adjusted by adjusting the screwing position of the wing nut 7b with the height adjustment bolt 7a.
【０００３】[0003]
【発明が解決しようとする課題】従来技術では、ボルト
２ａに螺合される蝶ナット２ｂを緩めた状態で本体４を
梁３に装着し、蝶ナット２ｂを締め付けて本体４を梁３
に固定するので、建築物に複数配置される梁３のそれぞ
れの位置に本体４を固定するのに手間がかかるという問
題点があった。さらに、桟材パネル５の水平レベルを調
整するとき、高さ調整ボルト７ａに対する蝶ナット７ｂ
の螺合位置を調整する作業も煩雑であり、調整に手間が
かかり施工性が悪いという問題点があった。In the prior art, the main body 4 is mounted on the beam 3 with the wing nut 2b screwed to the bolt 2a loosened, and the wing nut 2b is tightened to attach the main body 4 to the beam 3.
Therefore, there is a problem that it takes time and effort to fix the main body 4 at each position of the plurality of beams 3 arranged on the building. Further, when adjusting the horizontal level of the crosspiece panel 5, the wing nut 7b with respect to the height adjustment bolt 7a
Also, the operation of adjusting the screwing position is complicated, and the adjustment is troublesome and the workability is poor.
【０００４】また、梁３に対して長期間の振動が作用す
ると蝶ナット７ｂ等に緩みが生じ、桟材パネル５の高さ
に経時的な変化（桟材パネル５の降下）を生じる場合も
あった。それゆえに、この発明の主たる目的は、施工性
がよく、しかも桟材パネルの高さに変化を生じない、吊
り金具を提供することである。[0004] When long-term vibration acts on the beam 3, the wing nut 7 b or the like may be loosened, and the height of the beam panel 5 may change over time (fall of the beam panel 5). there were. SUMMARY OF THE INVENTION Therefore, a main object of the present invention is to provide a hanging metal fitting which has good workability and does not change the height of the crosspiece panel.
【０００５】[0005]
【課題を解決するための手段】この発明は、桟材を枠組
みした桟材パネルを横架材に吊り下げるための吊り金具
であって、横架材の少なくとも一部をばね圧で保持する
係合部、および係合部の下方に設けられて桟材パネルを
仮固定するための上下方向に延びる長孔を備える、吊り
金具である。SUMMARY OF THE INVENTION The present invention relates to a hanging bracket for suspending a beam panel having a beam in the form of a frame, and holding at least a part of the beam by a spring pressure. It is a hanging metal fitting provided with a long hole provided below the joint portion and the engaging portion and extending in the vertical direction for temporarily fixing the crosspiece panel.
【０００６】[0006]
【作用】係合部を横架材に係合し、この状態で長孔に釘
等を用いて桟材パネルを仮固定する。このとき、係合部
は弾性変形され、そのばね圧によって横架材に保持さ
れ、吊り金具の横架材からの脱落防止が図られる。一
方、長孔の部分に仮固定された桟材パネルは上下方向に
移動でき、その水平レベルを調整後に吊り金具に本固定
すると、長期にわたる振動が横架材に作用しても、従来
のように桟材パネルの固定部分が緩むことはない。The engaging portion is engaged with the horizontal member, and in this state, the beam panel is temporarily fixed to the long hole using a nail or the like. At this time, the engaging portion is elastically deformed and held by the horizontal member by the spring pressure, thereby preventing the hanging metal from dropping from the horizontal member. On the other hand, the beam panel temporarily fixed to the long hole part can be moved in the vertical direction, and if the horizontal level is adjusted and it is permanently fixed to the hanging bracket, even if long-term vibration acts on the horizontal The fixed part of the crosspiece panel does not come loose.
【０００７】[0007]
【発明の効果】この発明によれば、係合部を横架材に係
合するだけで容易に横架材に保持できるので、施工性が
よい。また、長期間の振動によって桟材パネルの固定部
分が緩む恐れがないので、桟材パネルの高さに変化を生
じない。この発明の上述の目的，その他の目的，特徴お
よび利点は、図面を参照して行う以下の実施例の詳細な
説明から一層明らかとなろう。According to the present invention, since the engaging portion can be easily held on the horizontal member only by engaging with the horizontal member, workability is good. Further, since there is no possibility that the fixed portion of the beam panel is loosened due to long-term vibration, the height of the beam panel does not change. The above and other objects, features and advantages of the present invention will become more apparent from the following detailed description of embodiments with reference to the drawings.
【０００８】[0008]
【実施例】図１〜図３に示すこの実施例の吊り金具１０
は、図４に示すような建築物の横架材である梁１２に桟
材を枠組みした桟材パネル１４を吊り下げるためのもの
である。ここで、梁１２は、Ｈ形鋼からなりその下部フ
ランジ１６には、吊り金具１０の係合部１８が装着され
る。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A hanging fitting 10 of this embodiment shown in FIGS.
Is for suspending a beam panel 14 in which a beam is framed on a beam 12 which is a horizontal member of a building as shown in FIG. Here, the beam 12 is made of H-section steel, and the lower flange 16 is provided with the engaging portion 18 of the suspension fitting 10.
【０００９】係合部１８は、略Ｕ字形に形成され（図
３，図４）、下部フランジ１６の上方に配置される上端
片１８ａの途中には、下端片１８ｂに向かって突出する
凸部１８ｃが形成される。一方、下端片１８ｂの先端部
には、下方に向かって所定長さ直角に曲げ加工される取
付片１８ｄが形成され、取付片１８ｄにはプレート２０
が固着される。The engaging portion 18 is formed in a substantially U-shape (FIGS. 3 and 4), and a projection projecting toward the lower end piece 18b is provided in the middle of the upper end piece 18a disposed above the lower flange 16. 18c are formed. On the other hand, at the tip of the lower end piece 18b, there is formed a mounting piece 18d which is bent downward at a right angle by a predetermined length.
Is fixed.
【００１０】プレート２０は、係合部１８よりやや薄い
略Ｌ字形の金属板からなり、その横片２４が係合部１８
の上端片１８ａと下端片１８ｂとの間に配置される。こ
のとき上端片１８ａの凸部１８ｃの先端から横片２４ま
での間隔Ａは（図３）、下部フランジ１６の厚みＢ（図
４）よりやや小さく設定される。また、横片２４の先端
部は上端片１８ａ側に向かって所定長さ直角に曲げ加工
され、ストッパ２４ａが形成される。The plate 20 is made of a substantially L-shaped metal plate that is slightly thinner than the engaging portion 18, and its horizontal piece 24 is
Is disposed between the upper end piece 18a and the lower end piece 18b. At this time, the distance A from the tip of the projection 18c of the upper end piece 18a to the horizontal piece 24 (FIG. 3) is set slightly smaller than the thickness B of the lower flange 16 (FIG. 4). The tip of the horizontal piece 24 is bent at a right angle by a predetermined length toward the upper end piece 18a to form a stopper 24a.
【００１１】一方、横片２４の他端側には、係合部１８
の取付片１８ｄに沿うように縦片２６が横片２４に対し
て直角に下方に向かって連結される。そして、取付片１
８ｄと縦片２６との重なり部分に（本実施例では２個
の）リベット２８を用いて、係合部１８にプレート２０
が固着される。縦片２６は、取付片１８ｄの部分からさ
らに下方に所定長さ延びて形成され、その下端部の中央
には上下方向に延びる長孔２６ａが形成される（図
２）。そして、長孔２６ａを挟み、かつ互いの上下位置
をややずらすようにして、２つの固定用孔２６ｂが形成
される。On the other hand, the other end of the horizontal piece 24
The vertical piece 26 is connected downward to the horizontal piece 24 at right angles to the mounting piece 18d. And mounting piece 1
A rivet 28 (two in this embodiment) is used at the overlapping portion between the vertical piece 26 and the vertical piece 26, and the plate 20 is attached to the engaging portion 18.
Is fixed. The vertical piece 26 is formed so as to extend a predetermined length further downward from the portion of the mounting piece 18d, and a vertically extending long hole 26a is formed at the center of its lower end (FIG. 2). Then, two fixing holes 26b are formed so as to sandwich the long hole 26a and slightly shift the vertical position of each other.
【００１２】図４および図５を参照して、吊り金具１０
を用いて桟材パネル１４を梁１２に吊り下げる際には、
まず係合部１８の上端片１８ａと下端片１８ｂとで梁１
２の下部フランジ１６を挟持するようにして係合部１８
を梁１２に装着する。このとき係合部１８の上端片１８
ａとプレート２０の横片２４とは上下方向に互いに離反
するように弾性変形され、このばね圧によって係合部１
８は、下部フランジ１６の端部がプレート２０のストッ
パ２４ａに当接した状態で梁１２に保持される。Referring to FIG. 4 and FIG.
When suspending the crosspiece panel 14 to the beam 12 using
First, the beam 1 is formed by the upper end piece 18a and the lower end piece 18b of the engaging portion 18.
2 so as to clamp the lower flange 16 thereof.
Is attached to the beam 12. At this time, the upper end piece 18 of the engagement portion 18
a and the horizontal piece 24 of the plate 20 are elastically deformed so as to be separated from each other in the vertical direction.
8 is held by the beam 12 with the end of the lower flange 16 in contact with the stopper 24a of the plate 20.
【００１３】次に、別の梁１２′に治具３０を用いて鉛
直に吊り下げた桟材パネル１４を治具３０の位置を中心
に９０°回転して水平にした桟材パネル１４の１辺を吊
り金具１０のプレート２０の位置に配置し、釘等を用い
て長孔２６ａの部分に仮固定する。そして、仮固定の状
態で間仕切り壁パネル３２を起こし、その上端を桟材パ
ネル１４の下端に当接させて長孔２６ａの部分で桟材パ
ネル１４を上下方向に移動して水平レベルを調整する。
その後、固定用孔２６ｂの部分に釘３４を用い、桟材パ
ネル１４を吊り治具１０に本固定し（図２中に桟材パネ
ル１４の位置を２点鎖線で示す）、さらに桟材パネル１
４の下方に天井面材３６を固定する（図４）。このとき
２つの固定用孔２６ｂの上下位置をややずらしてあるの
で、桟材パネル１４の桟材の木目に沿った割れが生じる
のが防止される。Next, the beam panel 14 suspended vertically on another beam 12 'by using the jig 30 is rotated by 90 ° about the position of the jig 30 to be horizontal. The side is arranged at the position of the plate 20 of the hanging fitting 10, and is temporarily fixed to the long hole 26a using a nail or the like. Then, the partition wall panel 32 is raised in the temporarily fixed state, the upper end thereof is brought into contact with the lower end of the crosspiece panel 14, and the crosspiece panel 14 is vertically moved at the long hole 26a to adjust the horizontal level. .
Thereafter, the nail panel 34 is permanently fixed to the hanging jig 10 using nails 34 at the fixing holes 26b (the position of the rail panel 14 is indicated by a two-dot chain line in FIG. 2). 1
The ceiling panel 36 is fixed below the ceiling 4 (FIG. 4). At this time, since the upper and lower positions of the two fixing holes 26b are slightly shifted from each other, the generation of cracks along the grain of the crosspiece of the crosspiece panel 14 is prevented.
【００１４】この実施例によれば、係合部１８を梁１２
の下部フランジ１６に挟持するだけで吊り金具１０を梁
１２に容易に配置でき、また、従来のようにボルト・蝶
ナットによって桟材パネル１４の水平レベルを調整する
必要がないので、施工性がよい。また、桟材パネル１４
を本固定した後は、梁１２に長期間の振動が作用しても
固定部分が緩むことがないので、桟材パネル１４の高さ
に変化を生じることがない。According to this embodiment, the engaging portion 18 is connected to the beam 12
The hanging bracket 10 can be easily arranged on the beam 12 simply by sandwiching it between the lower flanges 16 of the rails, and there is no need to adjust the horizontal level of the crosspiece panel 14 with bolts and wing nuts as in the prior art. Good. Also, the crosspiece panel 14
After this is completely fixed, the fixed portion does not loosen even if the long-term vibration acts on the beam 12, so that the height of the crosspiece panel 14 does not change.
【００１５】図６および図７に示す他の実施例の吊り金
具４０は、図８に示すような横架材であるトラス４２に
桟材パネル１４を吊り下げるためのものであり、本体４
４を含む。トラス４２は、断面略Ｃ形の溝形鋼であって
その両端片４２ａの間に形成される開口部が上方に配置
される。ここでトラス４２の上下面間の高さをＣとする
（図８）。A hanging bracket 40 of another embodiment shown in FIGS. 6 and 7 is for suspending the beam panel 14 on a truss 42 which is a horizontal member as shown in FIG.
4 inclusive. The truss 42 is a channel steel having a substantially C-shaped cross section, and an opening formed between both end pieces 42a is disposed upward. Here, the height between the upper and lower surfaces of the truss 42 is C (FIG. 8).
【００１６】本体４４は、所定長さの帯状の金属片を曲
げ加工して形成され、その上部には係合部４６が設けら
れる。係合部４６は、トラス４２の一端片４２ａから、
その外周の半分程度までを覆う形状を有する略コ字状に
形成され、縦片４８とその上下端部に直角に連結される
上端片５０および下端片５２とを含む。上端片５０の長
さはトラス４２の一端片４２ａよりやや長く設定され、
その先端部は所定長さ下端片５２側に向かって斜めに折
り返して形成され、トラス４２の一端片４２ａに係止す
るための係合片５０ａが設けられる。一方、下端片５２
は上端片５０よりやや長く設定され、その途中には上端
片５０側に向かう（本実施例では２個の）突起５２ａが
設けられる。ここで、上端片５０の下面から突起５２ａ
の先端までの長さＤ（図７）は、トラス４２の上下面間
の高さＣよりやや短く設定される。The main body 44 is formed by bending a strip-shaped metal piece having a predetermined length, and an engaging portion 46 is provided on an upper portion thereof. The engaging portion 46 is formed from one end piece 42a of the truss 42.
It is formed in a substantially U-shape having a shape covering up to about half of its outer periphery, and includes a vertical piece 48 and an upper end piece 50 and a lower end piece 52 connected to the upper and lower ends thereof at right angles. The length of the upper end piece 50 is set slightly longer than the one end piece 42a of the truss 42,
The distal end portion is formed by being bent obliquely toward the lower end piece 52 side of a predetermined length, and is provided with an engagement piece 50a for engaging with one end piece 42a of the truss 42. On the other hand, the lower end piece 52
Is set to be slightly longer than the upper end piece 50, and in the middle thereof (two in the present embodiment) projections 52a are provided toward the upper end piece 50 side. Here, the projection 52a is formed from the lower surface of the upper end piece 50.
Is set to be slightly shorter than the height C between the upper and lower surfaces of the truss 42 (FIG. 7).
【００１７】下端片５２の一方端部には、上端片５０と
反対側に直角に曲げ加工して下方に延びる固定部５４が
形成される。固定部５４の下端部の中央には、上下方向
に延びる長孔５６が形成され、長孔５６を挟むように
（本実施例では）３個の固定用孔５８がそれらの上下位
置をややずらして形成される（図６）。そして、固定部
５４の下端から所定長さ上方には、幅方向に延びる溝６
０が形成される。また、本実施例では長孔５６と下端片
５２との間に、施工時における固定部５４の屈曲性を確
保するための２つの窓６２が形成される。A fixing portion 54 is formed at one end of the lower end piece 52 so as to be bent at a right angle to the opposite side to the upper end piece 50 and extend downward. An elongated hole 56 extending in the vertical direction is formed in the center of the lower end of the fixing portion 54, and three fixing holes 58 (in this embodiment) slightly shift their vertical positions so as to sandwich the elongated hole 56. (FIG. 6). A groove 6 extending in the width direction is provided a predetermined length above the lower end of the fixing portion 54.
0 is formed. In the present embodiment, two windows 62 are formed between the long hole 56 and the lower end piece 52 for ensuring the flexibility of the fixing portion 54 during construction.
【００１８】吊り金具４０を用いて桟材パネル１４をト
ラス４２に吊り下げる際には、上端片５０とその係合片
５０ａとの間にトラス４２の一端片４２ａを挟み込み、
さらに下端片５２の突起５２ａがトラス４２の下面を押
圧するように装着する。ここでトラス４２の上下面間の
高さＣは上端片５０の下面から突起５２ａの先端までの
長さＤよりやや長く設定されるので、トラス４２によっ
て係合部４６である上端片５０と下端片５２とが離反す
るように弾性変形される。すると、このばね圧によって
吊り金具４０がトラス４２に確実に保持される。When suspending the beam panel 14 on the truss 42 using the suspending metal fittings 40, one end piece 42a of the truss 42 is sandwiched between the upper end piece 50 and the engaging piece 50a.
Further, the truss 42 is mounted such that the projection 52a of the lower end piece 52 presses the lower surface of the truss 42. Here, the height C between the upper and lower surfaces of the truss 42 is set to be slightly longer than the length D from the lower surface of the upper end piece 50 to the tip of the projection 52a. The piece 52 is elastically deformed so as to separate therefrom. Then, the suspension fitting 40 is securely held on the truss 42 by the spring pressure.
【００１９】そして、長孔５６の部分に図示しない釘等
を用いて桟材パネル１４を仮固定し、この状態で桟材パ
ネル１４を上下方向に移動し、その水平レベルを調整す
る。調整後に固定用孔５８（図６）の部分に釘６４（図
８中に破線で示す）を用いて本固定し、さらに下方から
天井パネル６６を固定する。なお、本実施例では桟材パ
ネル１４の水平レベルに応じて、３個の固定用孔５８の
うちの２つを使い分けることができる。さらに、固定部
５４の下端が桟材パネル１４の下端から突出するときに
は、溝６０の部分から折り曲げて分離することもでき
る。また、上記以外の桟材パネル１４の施工方法は吊り
金具１０の場合と同様であるので、以下その説明を省略
する。The beam panel 14 is temporarily fixed to the long hole 56 using a nail or the like (not shown). In this state, the beam panel 14 is moved up and down to adjust the horizontal level. After the adjustment, the nail is permanently fixed to the fixing hole 58 (FIG. 6) using a nail 64 (shown by a broken line in FIG. 8), and the ceiling panel 66 is further fixed from below. In this embodiment, two of the three fixing holes 58 can be used properly according to the horizontal level of the crosspiece panel 14. Further, when the lower end of the fixing portion 54 projects from the lower end of the crosspiece panel 14, the fixing portion 54 can be separated from the groove 60 by bending. In addition, since the construction method of the crosspiece panel 14 other than the above is the same as that of the hanging metal fitting 10, the description thereof is omitted below.
【００２０】この実施例によれば、係合部４６のばね圧
によって吊り金具４０をトラス４２に容易に、しかも確
実に保持でき、また従来のようにボルト・蝶ナットによ
って桟材パネル１４の水平レベルを調整する必要がない
ので、施工性がよい。また、桟材パネル１４の本固定後
は長期間の振動によって固定部５４に従来のような蝶ナ
ットの緩み等が生じないので、桟材パネル１４の高さに
変化を生じることがない。According to this embodiment, the suspension fitting 40 can be easily and securely held on the truss 42 by the spring pressure of the engaging portion 46, and the horizontal direction of the beam panel 14 can be maintained by bolts and wing nuts as in the prior art. Since there is no need to adjust the level, the workability is good. In addition, after the main panel 14 is fully fixed, the wing nut does not loosen in the fixing portion 54 due to the long-term vibration as in the related art, so that the height of the main panel 14 does not change.
【００２１】図９に示すその他の実施例の吊り金具７０
は、図中に２点鎖線で示す横架材であるＵ字形の断面を
有する溝形鋼７２に、桟材を枠組みした桟材パネル１４
を吊り下げるためのものである。吊り金具７０の形状
は、図６および図７で示した吊り金具４０における係合
部４６の上端片５０を、縦片４８に対して略平行に折り
返して形成される。すなわち、吊り金具７０の縦片７４
の上端部からは下方に延びる係止片７６が形成される。
ここで係止片７６の下端側は縦片７４に漸近するように
形成され、縦片７４と係止片７６との間隔は、溝形鋼７
２の一端片７２ａの厚みよりやや薄くなるように設定さ
れる。FIG. 9 shows another embodiment of the hanging fitting 70.
Is a crosspiece panel 14 in which a crosspiece is framed on a channel steel 72 having a U-shaped cross section which is a horizontal member indicated by a two-dot chain line in the figure.
It is for hanging. The shape of the hanging member 70 is formed by folding the upper end piece 50 of the engaging portion 46 in the hanging member 40 shown in FIGS. That is, the vertical piece 74 of the hanging bracket 70
A locking piece 76 is formed to extend downward from the upper end of the lock piece.
Here, the lower end side of the locking piece 76 is formed so as to approach the vertical piece 74, and the interval between the vertical piece 74 and the locking piece 76 is
The second end piece 72a is set to be slightly thinner than the thickness of the one end piece 72a.
【００２２】吊り金具７０を溝形鋼７２に取り付ける際
には、縦片７４と係止片７６の下端との間から溝形鋼７
２の一端片７２ａを挟持するように吊り金具７０を配置
する。すると、係止片７６は縦片７４から離反するよう
に弾性変形され、このばね圧によって吊り金具７０が溝
形鋼７２に保持される。この実施例においても、吊り金
具７０を縦片７４および係止片７６のばね圧によって、
溝形鋼７２の一端片７２ａに挟持して容易に取り付ける
ことができるので、施工性がよい。When attaching the hanging metal fitting 70 to the channel 72, the channel steel 7 is inserted from between the vertical piece 74 and the lower end of the locking piece 76.
The hanging fitting 70 is arranged so as to sandwich the one end piece 72a of the second. Then, the locking piece 76 is elastically deformed so as to be separated from the vertical piece 74, and the suspension fitting 70 is held by the channel steel 72 by the spring pressure. Also in this embodiment, the hanging metal fitting 70 is moved by the spring pressure of the vertical piece 74 and the locking piece 76.
The workability is good because the end piece 72a of the channel steel 72 can be easily attached by being sandwiched between the end pieces 72a.
【００２３】また、上述の実施例で示した溝形鋼７２の
溝（開口部）が横向きに配置される横架材の場合には、
図１〜図３実施例で示したＨ形鋼用の吊り金具１０を用
いると、同様にして桟材パネル１４を吊り下げることが
できる。なお、上述の実施例で示した桟材パネル１４と
しては、木枠以外に軽量の鉄骨等を枠組みした金属枠か
らなるパネルも適用できる。Further, in the case of a horizontal member in which the grooves (openings) of the channel steel 72 shown in the above embodiment are arranged sideways,
When the hanging fitting 10 for the H-section steel shown in the embodiment of FIGS. 1 to 3 is used, the beam panel 14 can be suspended in the same manner. Note that, as the crosspiece panel 14 shown in the above-described embodiment, a panel made of a metal frame formed of a lightweight steel frame or the like other than the wooden frame can also be applied.
【図１】この発明の一実施例を示す平面図である。FIG. 1 is a plan view showing an embodiment of the present invention.
【図２】図１実施例の正面図である。FIG. 2 is a front view of the embodiment of FIG. 1;
【図３】図１実施例の右側面図である。FIG. 3 is a right side view of the embodiment in FIG. 1;
【図４】図１実施例の使用状態を示す図解図である。FIG. 4 is an illustrative view showing a use state of the embodiment in FIG. 1;
【図５】桟材パネルの施工方法を示す図解図である。FIG. 5 is an illustrative view showing a construction method of a crosspiece panel;
【図６】この発明の他の実施例を示す図解図である。FIG. 6 is an illustrative view showing another embodiment of the present invention;
【図７】図６実施例の右側面図である。FIG. 7 is a right side view of the embodiment in FIG. 6;
【図８】図６実施例の使用状態を示す図解図である。FIG. 8 is an illustrative view showing a use state of the embodiment in FIG. 6;
【図９】この発明のその他の実施例を示す斜視図であ
る。FIG. 9 is a perspective view showing another embodiment of the present invention.
【図１０】従来技術を示す図解図である。FIG. 10 is an illustrative view showing a conventional technique;
１０，４０，７０ …吊り金具 １２ …梁 １４ …桟材パネル １８，４６ …係合部 ２０ …プレート ２６ａ，５６ …長孔 ２６ｂ，５８ …固定用孔 ３０ …治具 ３２ …間仕切り壁パネル ４２ …トラス ５４ …固定部 ７２ …溝形鋼 10, 40, 70 ... hanging fittings 12 ... beams 14 ... crosspiece panels 18, 46 ... engaging portions 20 ... plates 26a, 56 ... elongated holes 26b, 58 ... fixing holes 30 ... jigs 32 ... partition wall panels 42 ... Truss 54 ... Fixed part 72 ... Channel steel
Claims (1)
り下げるための吊り金具であって、 前記横架材の少なくとも一部をばね圧で保持する係合
部、および前記係合部の下方に設けられて前記桟材パネ
ルを仮固定するための上下方向に延びる長孔を備える、
吊り金具。1. A hanging member for suspending a crosspiece panel on which a crosspiece is framed on a horizontal member, an engaging portion for holding at least a part of the horizontal member by a spring pressure, and the engaging member. A vertically extending elongated hole provided below the section for temporarily fixing the crosspiece panel,
Hanging bracket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23953396A JP3469723B2 (en) | 1996-09-10 | 1996-09-10 | Hanging bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23953396A JP3469723B2 (en) | 1996-09-10 | 1996-09-10 | Hanging bracket |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH1088730A true JPH1088730A (en) | 1998-04-07 |
| JP3469723B2 JP3469723B2 (en) | 2003-11-25 |
Family
ID=17046230
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP23953396A Expired - Fee Related JP3469723B2 (en) | 1996-09-10 | 1996-09-10 | Hanging bracket |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3469723B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018091045A (en) * | 2016-12-03 | 2018-06-14 | 誠二 河野 | Fixture |
| KR20180110906A (en) * | 2017-03-30 | 2018-10-11 | 노용규 | Elastic clip for yoke |
-
1996
- 1996-09-10 JP JP23953396A patent/JP3469723B2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018091045A (en) * | 2016-12-03 | 2018-06-14 | 誠二 河野 | Fixture |
| KR20180110906A (en) * | 2017-03-30 | 2018-10-11 | 노용규 | Elastic clip for yoke |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3469723B2 (en) | 2003-11-25 |
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