JPS5922175Y2 - Ohihiki, joist temporary hanging fittings - Google Patents
Ohihiki, joist temporary hanging fittingsInfo
- Publication number
- JPS5922175Y2 JPS5922175Y2 JP10088378U JP10088378U JPS5922175Y2 JP S5922175 Y2 JPS5922175 Y2 JP S5922175Y2 JP 10088378 U JP10088378 U JP 10088378U JP 10088378 U JP10088378 U JP 10088378U JP S5922175 Y2 JPS5922175 Y2 JP S5922175Y2
- Authority
- JP
- Japan
- Prior art keywords
- hanging
- main body
- joist
- receiver
- temporary
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
本考案はコンクリート建造物の仮設工事においてコンク
リートスラブ構築用の枠板を支承するための大曳及び根
太を仮吊する金具に関するものである。[Detailed Description of the Invention] The present invention relates to a metal fitting for temporarily suspending a joist and a large pulley for supporting a frame plate for constructing a concrete slab in temporary construction work for a concrete building.
一般にコンクリート建造物の仮設工事において上方のコ
ンクリート床(以下コンクリートスラブと称する)を構
築する場合、適宜間隔を存して並設した複数本の大曳を
床面に立設したサポートによって支持し、その上面に該
大曳と直角方向に適宜間隔毎に複数本の根太を架設し、
その上面に枠板を敷設してコンクリートスラブを構築す
るが、コンクリートスラブ構築後、打設コンクリートが
凝固して所定の強度に達し、ポストを取除いた際に上方
の大曳、根太等が落下して騒音を発し、且つ作業に危険
を及ぼすと共に大曳、根太、床面等を損傷する等の欠点
があった。Generally, when constructing an upper concrete floor (hereinafter referred to as a concrete slab) in temporary construction work for a concrete building, multiple large bridges are placed in parallel at appropriate intervals and supported by supports erected on the floor surface. A plurality of joists are erected on the top surface at appropriate intervals in the direction perpendicular to the large bridge,
A concrete slab is constructed by laying a frame board on top of the concrete slab, but after the concrete slab is constructed, the poured concrete solidifies and reaches a specified strength, and when the post is removed, the upper joists, etc. fall down. This has disadvantages such as making noise, posing a danger to work, and damaging the joists, floor surfaces, etc.
本考案はこのような欠点をなくすると共にポストを取除
いた際に大曳、根太等を一時的に吊設しておくための大
曳、根太仮吊金具を提供するものである。The present invention eliminates these drawbacks and provides a temporary hanging fixture for hanging the poles, joists, etc., for temporarily suspending the poles, joists, etc. when the posts are removed.
本考案の実施例を図面によって説明すれば、第1図〜第
4図において1は断面を吊設すべき大曳が嵌合する内幅
を有する下向きコ字状に形成した吊金具本体で、該吊金
具本体1の一方の側壁1aの下端部にL字状の受金2の
水平板2aの先端を回動自在に枢着すると共に該受金2
の垂直板2bを吊金具本体1の他方の側壁1bの外側面
に重合させ、該水平板2aの上面と吊金具本体1の上端
面間の寸法りを仮設すべき大曳及び根太の高さの和に等
しくなるようにしである。An embodiment of the present invention will be described with reference to the drawings. In Figs. 1 to 4, reference numeral 1 denotes a hanging fitting body whose cross section is shaped like a downward U-shape and has an inner width into which a large rope to be hung fits; The tip of the horizontal plate 2a of an L-shaped receiver 2 is rotatably pivoted to the lower end of one side wall 1a of the hanging fixture main body 1, and the receiver 2
The vertical plate 2b is superimposed on the outer surface of the other side wall 1b of the hanging fitting main body 1, and the dimension between the upper surface of the horizontal plate 2a and the upper end surface of the hanging fitting main body 1 is set to the height of the large pulley and joist to be temporarily installed. so that it is equal to the sum of
3は受金2の水平板2aの先端に水平方向に連設したス
トッパーで受金2が下方に回動したとき該ストッパー3
が吊金具本体1の一方の側壁1aが外側面に当接して受
具2の回動角度を90°に制限するようにしである。Reference numeral 3 denotes a stopper connected horizontally to the tip of the horizontal plate 2a of the receiver 2, and when the receiver 2 rotates downward, the stopper 3
However, one side wall 1a of the hanging fixture main body 1 is in contact with the outer surface so that the rotation angle of the receiving fixture 2 is limited to 90°.
4は水平板2aの下面に下向きに突設した短筒体である
。4 is a short cylinder projecting downward from the lower surface of the horizontal plate 2a.
5は吊金具本体1の両側壁1albを貫通した楔で、該
楔5の先端に前記受金2の垂直板2bを掛止しである。5 is a wedge passing through both side walls 1alb of the hanging fixture body 1, and the vertical plate 2b of the receiver 2 is hooked to the tip of the wedge 5.
6は受金2の垂直板2bに隣接して該垂直板2bと同一
平面上に配設し、吊金具本体1の他方の側壁1bの外側
面に回動自在に枢着7した大曳脱落防止板で、その長さ
を吊金具本体1の高さに略々等しく形成すると共に枢着
ピン7より上部の寸法を枢着ピンより下部の寸法より長
くして、該脱落防止板6を180°下方に回動したとき
その先端が吊金具本体1の下端より下方に位置するよう
にしである。Reference numeral 6 denotes a large pull-off lever 7 that is arranged adjacent to and on the same plane as the vertical plate 2b of the receiver 2, and rotatably pivoted on the outer surface of the other side wall 1b of the hanging fitting main body 1. A prevention plate whose length is approximately equal to the height of the hanging fixture main body 1, and the dimension above the pivot pin 7 is longer than the dimension below the pivot pin, so that the fall prevention plate 6 is 180 mm. ° The tip is positioned below the lower end of the hanging fitting main body 1 when it is rotated downward.
8は吊金具本体1の上端部に遊嵌して下端部を直角に屈
曲した適宜長さの吊ボールド、9は該ボールド8の適所
に嵌着した六角座金である。Reference numeral 8 designates a hanging bold of an appropriate length which is loosely fitted into the upper end of the hanging fixture main body 1 and bent at a right angle at the lower end, and 9 is a hexagonal washer fitted into the appropriate position of the bold.
10は吊金具本体1の上端部下面に折曲げ加工によって
突設したストッパーで、吊金具本体1を回転した際に該
ストッパー10を前記吊ボールド8の屈曲部8aに係止
して吊ボールド8を共に回転させるようにしである。Reference numeral 10 denotes a stopper that is bent and provided on the lower surface of the upper end of the hanging fitting main body 1, and when the hanging fitting main body 1 is rotated, the stopper 10 is engaged with the bent part 8a of the hanging bold 8, and the hanging bold 8 is fixed. so that they rotate together.
11は吊金具本体1の一方の側壁1aに植設したピンで
、楔5の基端部に植設したピン12とを適宜チェーン等
(図示せず)で連結し楔5の脱落を防止するようにしで
ある。Reference numeral 11 denotes a pin implanted in one side wall 1a of the hanging fixture body 1, and is connected to a pin 12 implanted in the base end of the wedge 5 with a chain or the like (not shown) to prevent the wedge 5 from falling off. That's how it is.
上記のように構成した実施例の使用の態様を第1〜8図
及び第17〜第19図を参照して説明すれば、ポスト1
4を立設すべき位置において吊金具本体1の両側壁1a
、lb間に角パイプよりなる大曳13を挿入して受金2
の水平板2aに支承させ該水平板2aの下面に突設した
短筒体4にポスト14の上端部を嵌合して吊金具本体1
を受止し、大曳13の上面に該大曳13と直角方向に適
宜間隔毎に角パイプよりなる根太15を架設し、該根太
15の上面に枠板16を敷設する。The mode of use of the embodiment configured as described above will be explained with reference to FIGS. 1 to 8 and 17 to 19.
4 on both side walls 1a of the hanging fixture body 1 at the position where it should be erected.
, Insert a large square pipe 13 between the lbs.
The upper end of the post 14 is fitted into the short cylinder 4 which is supported on the horizontal plate 2a and protrudes from the lower surface of the horizontal plate 2a.
Joists 15 made of square pipes are installed on the upper surface of the large pulley 13 at appropriate intervals in a direction perpendicular to the large puller 13, and a frame board 16 is laid on the upper surface of the large drawer 15.
この際、受金2の水平板2aの上面と吊金具本体1の上
端面間の寸法りが大曳13と根太15の高さ和に等しく
なるようにしであるので、吊金具本体1の上端面が枠板
16の下面に当接した状態となる。At this time, since the dimension between the upper surface of the horizontal plate 2a of the receiver 2 and the upper end surface of the hanging fitting main body 1 is made to be equal to the sum of the heights of the large pulley 13 and the joist 15, the upper surface of the hanging fitting main body 1 is The end surface is brought into contact with the lower surface of the frame plate 16.
又、吊ボールド8を枠板16を貫通し六角座金9を枠板
16の下面に当接させて該吊ボールド8の先端部を枠板
16の上面に突出させ、鉄部にアンカーボールド17を
螺入した合成樹脂等よりなる継手部材18(以下Pコン
と称する)を螺着し、この状態でコンクリートスラブ1
9を構築する。Also, the hanging bold 8 is passed through the frame plate 16, the hexagonal washer 9 is brought into contact with the lower surface of the frame plate 16, the tip of the hanging bold 8 is made to protrude from the upper surface of the frame plate 16, and the anchor bold 17 is attached to the iron part. A screwed joint member 18 made of synthetic resin or the like (hereinafter referred to as P connector) is screwed into the concrete slab 1 in this state.
Build 9.
この状態を第1〜第4図及び第17図に示す。This state is shown in FIGS. 1 to 4 and FIG. 17.
次にコンクリートスラブ19の構築が完了し、打設コン
クリートが凝固して所定の強度になったとき、先ずポス
ト14を取除けば吊金具本体1が下降して該本体1の上
端部下面が吊ボールド8の先端の屈曲部8aに係止して
第5図及び第18図の状態となる。Next, when construction of the concrete slab 19 is completed and the poured concrete solidifies and reaches a predetermined strength, the post 14 is removed first, and the hanging fixture body 1 is lowered and the lower surface of the upper end of the body 1 is suspended. It is locked to the bent portion 8a at the tip of the bold 8, resulting in the state shown in FIGS. 5 and 18.
次に楔5を引抜いて受金2の垂直板2bとの掛止を離脱
すれば、大曳13等の自重によって受金2が下方に90
°回動しストッパー3が吊金具本体1の一方の側壁1a
の外側面に当接し、大曳13が受金2の垂直板2b上に
落下すると共に大曳脱落防止板6が枢着ピン7を中心と
して180゜下方に回動し大曳13の脱落を防止する。Next, when the wedge 5 is pulled out and the holder 2 is unlatched from the vertical plate 2b, the holder 2 is moved downward by 90 degrees due to its own weight.
°The rotation stopper 3 is on one side wall 1a of the hanging fixture main body 1.
The Ohihiki 13 falls onto the vertical plate 2b of the receiver 2, and the Ohihiki drop-off prevention plate 6 rotates 180 degrees downward around the pivot pin 7 to prevent the Ohihiki 13 from falling off. To prevent.
この状態を第6〜第8図及び゛第19図に示す。This state is shown in FIGS. 6 to 8 and FIG. 19.
この状態で根太15を取除き、大曳脱落防止板6を上方
に回動して吊金具本体1の他方の側壁1bの下端と受金
2の垂直板1bの上面間に形成される開口部を介して大
曳13を取除く。In this state, remove the joist 15 and rotate the large pull fall prevention plate 6 upward to open the opening formed between the lower end of the other side wall 1b of the hanging fixture body 1 and the upper surface of the vertical plate 1b of the support 2. Remove Ohiki 13 via .
次にストッパー10を吊ボールド8の屈曲部8aに当接
させて吊金具本体1と共に所定方向に回転して吊ボール
ド8をPコン18より引抜き、枠板16を引剥がして最
後にPコン18を取除き必要に応じて鉄部をモルタル等
によって充填する。Next, the stopper 10 is brought into contact with the bent part 8a of the hanging bracket 8, rotated in a predetermined direction together with the hanging bracket main body 1, the hanging bracket 8 is pulled out from the P connector 18, the frame plate 16 is peeled off, and finally the P connector 18 is pulled out. Remove the iron parts and fill the iron parts with mortar, etc. as necessary.
第9図〜第12図は別の実施例を示し、大曳13を支承
すべきポスト14の間隔が大曳13の標準長より大なる
場合2本の大曳13を長さ方向に連結して使用するため
に該連結部において2本の大曳13.13を同時に吊設
するためのもので゛あり、吊金具本体1の一側下部に該
吊金具本体1の内方に向って開口するコ字状の凹所1′
を設け、該凹所1′及び受金2の水平板2a上に夫々2
本の大曳13,13を並設しである。FIGS. 9 to 12 show another embodiment in which two Ohihiki 13 are connected in the length direction when the distance between the posts 14 that support Ohihiki 13 is larger than the standard length of Ohihiki 13. This is for suspending two large pulleys 13 and 13 at the same time at the connecting part for use as a hanger. U-shaped recess 1'
2 on the recess 1' and on the horizontal plate 2a of the receiver 2, respectively.
The book daihiki 13 and 13 are placed side by side.
この実施例においてコンクリートスラブ構築完了後大曳
13を取除くには先づポスト14を取除いて第13図の
状態とし、次に楔5を引抜けば一方の大曳13が受金2
の垂直板2b上に落下し第14図〜第16図の状態とな
り2本の大曳13,13を順次取出すことができる。In this embodiment, in order to remove the large pulley 13 after completing the construction of the concrete slab, first remove the post 14 so that it is in the state shown in FIG.
14 to 16, and the two large tugs 13, 13 can be taken out one after another.
上述のように本願考案は、断面を吊設すべき大曳が嵌合
する内幅を有する略々下向きコ字状に形成した吊金具本
体1の下端開口部の一側にL字状の受金2の水平板2a
の先端を90°回動可能に枢着すると共に該受金2の垂
直板2bを前記吊金具本体1の他方の側壁外側面に排脱
自在に重合させ、さらに吊金具本体1の上端に吊ボール
ド8を遊嵌してなる大曳、根太仮吊金具に係るものであ
るからコンクリートスラブ構築後仮設工事のポストを取
除いても大曳や根太が仮吊金具によって受止されて直接
床上に落下することがないので、騒音を発生したり人体
に危険を及ぼす等のおそれがなく、又大曳、根太は勿論
のこと床面やサツシ等を損傷することなく、さらに大曳
や根太が床上に散乱しないので使用済の大曳、根太の整
理整頓にも便利である等の特長を有するものである。As described above, the present invention has an L-shaped receptacle on one side of the lower end opening of the hanging fixture main body 1, which is formed in a substantially downward U-shape and has an inner width into which the large rope to be suspended fits. Gold 2 horizontal plate 2a
The vertical plate 2b of the receiver 2 is removably superimposed on the outer surface of the other side wall of the hanging fitting main body 1, and is further suspended at the upper end of the hanging fitting main body 1. Since this is related to the temporary hanging fittings for temporary hangings and joists that are loosely fitted with Bold 8, even if the posts for temporary work are removed after constructing the concrete slab, the hanging fittings and joists will be caught by the temporary hanging fittings and will fall directly onto the floor. Since it will not fall, there is no risk of making noise or posing a danger to the human body, and there will be no damage to the floor surface or sash, as well as to the daihiki and joists. It has the advantage of being convenient for organizing and tidying up used joists and joists, since they do not get scattered all over the place.
図面は本考案の実施例を示すもので、第1図は正面図、
第2図は第1図におけるA−A祖国、第3図は第1図の
B−B祖国、第4図は平面図、第5図、第6図は使用態
様を示す正面図、第7図は第6図のC−C祖国、第8図
は第6図のD−D祖国、第9図は別の実施例の正面図、
第10図は第9図のEE視図、第11図は第9図のF−
F祖国第12図は平面図、第13図、第14図は別の実
施例の使用態用を示す正面図、第15図は第14図のG
−G祖国、16図は第14図のH−H祖国第17図〜第
19図は本考案の仮吊金具の使用例を示す仮設工事の側
面図、第20図は下方より視た大曳、根太及びポスト等
の配置状態を示す図面である。
1・・・・・・吊金具本体、2・・・・・・受金、2a
・・・・・・水平板、26・・・・・・垂直板、5・・
・・・・楔、6・・・・・・大曳脱落防止板、8・・・
・・・吊ボールド。The drawings show an embodiment of the present invention, and FIG. 1 is a front view;
Figure 2 is the A-A homeland in Figure 1, Figure 3 is the B-B homeland in Figure 1, Figure 4 is a plan view, Figures 5 and 6 are front views showing how it is used, and Figure 7 is The figure shows the CC homeland in FIG. 6, the DD homeland in FIG. 6, and the front view of another embodiment in FIG. 9.
Fig. 10 is an EE view of Fig. 9, and Fig. 11 is an F- view of Fig. 9.
F Motherland Figure 12 is a plan view, Figures 13 and 14 are front views showing the usage of another embodiment, and Figure 15 is the G of Figure 14.
-G Motherland, Figure 16 is the H-H Motherland in Figure 14. Figures 17 to 19 are side views of temporary construction work showing examples of the use of the temporary hanging fittings of the present invention, and Figure 20 is the Ohiki seen from below. , is a drawing showing the arrangement of joists, posts, etc. 1... Hanging fitting main body, 2... Receiver, 2a
...Horizontal board, 26...Vertical board, 5...
...Wedge, 6...Ohihiki falling-off prevention plate, 8...
...Hanging bold.
Claims (1)
下向きコ字状に形成した吊金具本体1の下端開口部の一
側にL字状の受金2の水平板2aの先端を90°回動可
能に枢着すると共に該受金2の垂直板2bを前記吊金具
本体1の他方の側壁外側面に排脱自在に重合させ、さら
に吊金具本体1の上端に吊ボールド8を遊嵌してなる大
曳、根太仮吊金具。 ■ 吊金具本体1の一側下部に該本体1の内方に向って
開口するコ字状凹所1′を設けてなる実用新案登録請求
の範囲第1項記載の大曳、根太仮受金具。[Scope of Claim for Utility Model Registration] ■ L-shaped on one side of the lower end opening of the hanging fixture main body 1, which is formed into a substantially downward U-shape and has an inner width into which the large pulley to be hung fits. The tip of the horizontal plate 2a of the receiver 2 is pivotally attached so as to be rotatable by 90°, and the vertical plate 2b of the receiver 2 is removably superimposed on the outer surface of the other side wall of the hanging fitting main body 1, and further This is a large joist temporary hanging fitting made by loosely fitting a hanging board 8 into the upper end of a fitting body 1. ■ A temporary joist bracket for hanging joists as set forth in claim 1 of the utility model registration claim, which is provided with a U-shaped recess 1' opening inward of the main body 1 at the bottom of one side of the hanging fixture body 1. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10088378U JPS5922175Y2 (en) | 1978-07-21 | 1978-07-21 | Ohihiki, joist temporary hanging fittings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10088378U JPS5922175Y2 (en) | 1978-07-21 | 1978-07-21 | Ohihiki, joist temporary hanging fittings |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5518574U JPS5518574U (en) | 1980-02-05 |
JPS5922175Y2 true JPS5922175Y2 (en) | 1984-07-03 |
Family
ID=29039003
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10088378U Expired JPS5922175Y2 (en) | 1978-07-21 | 1978-07-21 | Ohihiki, joist temporary hanging fittings |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5922175Y2 (en) |
-
1978
- 1978-07-21 JP JP10088378U patent/JPS5922175Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS5518574U (en) | 1980-02-05 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4709888A (en) | Hanger apparatus for electrical conduit and the like | |
JPS5922175Y2 (en) | Ohihiki, joist temporary hanging fittings | |
JPS6019217Y2 (en) | ceiling structure | |
JPS6019861A (en) | Prefabricated work scaffold | |
JPH0438029Y2 (en) | ||
KR20230031633A (en) | Support stand for the safety handrail | |
JPH0259116B2 (en) | ||
JPH0214588Y2 (en) | ||
JPH0754387Y2 (en) | Hangers for gutter lids | |
CN212231001U (en) | Bridge frame constructed through bidirectional conversion | |
JPH078650Y2 (en) | Cable support insert for deck plate | |
JPS623475Y2 (en) | ||
JPS6212033Y2 (en) | ||
JPS642003Y2 (en) | ||
JPS58173257A (en) | Safety handrail post in construction of wall type precast concrete building | |
JPS62358Y2 (en) | ||
JPS6311261Y2 (en) | ||
JPH022808Y2 (en) | ||
JPS6318696Y2 (en) | ||
JPH0547173Y2 (en) | ||
JPS5921190Y2 (en) | panel hanging device | |
JPH0648015Y2 (en) | Ceiling hanging bracket device | |
JPH03137334A (en) | Joint device and its installing method | |
JP3600945B2 (en) | Building doors and building doors | |
JP2504447Y2 (en) | Long object connection bracket |