JPS5927471Y2 - handrail attachment device - Google Patents
handrail attachment deviceInfo
- Publication number
- JPS5927471Y2 JPS5927471Y2 JP19374581U JP19374581U JPS5927471Y2 JP S5927471 Y2 JPS5927471 Y2 JP S5927471Y2 JP 19374581 U JP19374581 U JP 19374581U JP 19374581 U JP19374581 U JP 19374581U JP S5927471 Y2 JPS5927471 Y2 JP S5927471Y2
- Authority
- JP
- Japan
- Prior art keywords
- support
- cap
- handrail
- metal frame
- wall
- 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
- Mutual Connection Of Rods And Tubes (AREA)
Description
【考案の詳細な説明】
本考案は建物の屋上やベランダ等における手摺り、特に
共に円筒状の笠木と支柱とを丁字形に連結した構造の手
摺りの取付装置に関するものである。[Detailed Description of the Invention] The present invention relates to a device for attaching a handrail on the rooftop or balcony of a building, and particularly to a handrail having a structure in which a cylindrical cap and a post are connected in a T-shape.
一般に屋上やベランダ等では第11図で示すように周縁
部に水返し用の堰壁部Aが設けてあり、その上面にヒビ
割れ等に伴なう雨水の浸込みを防ぐためにアルミニウム
製等の笠木Bを被冠しており、手摺りCは該堰壁部Aよ
りも内側に立設するのが普通である。Generally, on rooftops and balconies, as shown in Figure 11, a weir wall A is provided at the periphery to return water, and the upper surface is made of aluminum or other material to prevent rainwater from seeping in due to cracks, etc. It is covered with a Kasagi B, and the handrail C is usually installed inside the weir wall A.
従って、このような構造では手摺りCの外周部に無駄な
スペースが存在してそれだけ利用スペースが狭くなる。Therefore, in such a structure, there is wasted space on the outer periphery of the handrail C, and the usable space becomes narrower accordingly.
また手摺りCの立設表面には下地モルタル層、防水層、
仕上げモルタル層等からなる表面被覆層りが設けられて
いるため、手摺りCの支柱Eを立てるために根巻きする
コンクリ−)Fの結着力は表面被覆層りにしか及ばず、
手摺りCの支持強度が不充分である。In addition, the surface of the handrail C has a base mortar layer, a waterproof layer,
Since a surface coating layer consisting of a finishing mortar layer, etc. is provided, the binding force of the concrete (F) that is wrapped around the base to erect the pillars E of the handrail C is limited only to the surface coating layer.
The support strength of handrail C is insufficient.
本考案は上記欠点を解消して手摺りを堰壁部用笠木と一
体化して該堰壁部上に設置する構成とすると共に、この
ような構成を手摺り笠木と支柱とが共に円筒状であるも
のについて適用した手摺りの取付構造に係る。The present invention solves the above-mentioned drawbacks by integrating the handrail with the weir wall cap and installing it on the weir wall. It concerns the mounting structure of a handrail applied to a certain thing.
以下、本考案の一実施例を図面に基づいて説明する。Hereinafter, one embodiment of the present invention will be described based on the drawings.
第1図において、1はアルミニウム製丸パイプ等からな
る円筒状の手摺り笠木、2は同様にアルミニウム製丸パ
イプ等からなる円筒状の手摺り支柱であり、両者1,2
はT字状に連結されて屋上やベランダ等の堰壁部3Aに
被冠された堰壁部被冠用笠木4上に立設されている。In Fig. 1, 1 is a cylindrical handrail cap made of an aluminum round pipe, etc., 2 is a cylindrical handrail support made of an aluminum round pipe, etc., and both 1 and 2 are
are connected in a T-shape and are erected on a weir wall covering cap 4 which is crowned by a weir wall 3A on a rooftop, balcony, etc.
手摺り笠木1と手摺り支柱2との接合部分においては、
第2図で示すように該支柱2の頂端面2aが該笠木1の
円筒状の周回面に密着する形状となり、支柱2で手摺り
笠木を安定した形で支持するように構成されている。At the joint between the handrail cap 1 and the handrail post 2,
As shown in FIG. 2, the top end surface 2a of the column 2 has a shape that closely contacts the cylindrical circumferential surface of the cap 1, so that the column 2 supports the handrail cap in a stable manner.
しかして、該笠木1と支柱2とは直接に固着せず、支柱
2内部に挿通した結合用ボルト5の上端に固着した円形
座板6を手摺り笠木1の外面に当接し、その当接部即ち
該笠木1の長手方向に沿う当接部で、円形座板6に設け
たビス穴6 a 、6 bと笠木1に設けたビス穴1a
、1aとを通してビス7.7を螺着するようにしている
。However, the cap 1 and the support post 2 are not directly fixed to each other, but the circular seat plate 6 fixed to the upper end of the coupling bolt 5 inserted inside the support post 2 is brought into contact with the outer surface of the handrail cap 1, and the abutment is made. That is, the contact portion along the longitudinal direction of the cap 1, where the screw holes 6 a and 6 b provided in the circular seat plate 6 and the screw hole 1 a provided in the cap 1
, 1a and screw the screws 7.7 through them.
この円形座板6は支柱2の内径と略同径であり、裏面に
溶接等で固着したナツト6bに結台用ボルト5の螺条を
形成した上端5aをねじ込んで該ボルトに固着されてお
り、第3図A、Bで示す如くこの円形座板6に支柱2の
上部を外嵌することによって手摺り笠木1と支柱2相互
のずれを完全に防止して両者1,2の位置関係が安定に
維持されるようになっている。This circular seat plate 6 has approximately the same diameter as the inner diameter of the support column 2, and is fixed to the bolt by screwing the threaded upper end 5a of the tying bolt 5 into a nut 6b fixed to the back surface by welding or the like. As shown in FIGS. 3A and 3B, by fitting the upper part of the support post 2 onto the circular seat plate 6, it is possible to completely prevent the handrail cap 1 and the support support 2 from shifting from each other, and to maintain the positional relationship between both 1 and 2. It is maintained stably.
また結合用ボルト5の下端部5bには螺条が設けられ、
座板8を介してナツト9を螺着する構造としている。Further, a thread is provided on the lower end portion 5b of the coupling bolt 5,
It has a structure in which a nut 9 is screwed through a seat plate 8.
堰壁部3に冠着される堰壁部被冠用笠木4は、第4図で
示すようにアルミニウム等にて形成した断面格下向きコ
字状の長尺板材からなり、外側垂壁部4aを内側垂壁部
4bより長くして天板部4Cを傾斜させて水切り性を付
与している。The weir wall covering cap 4, which is attached to the weir wall 3, is made of a long plate made of aluminum or the like and has a downward U-shaped cross section, as shown in FIG. is made longer than the inner hanging wall portion 4b, and the top plate portion 4C is inclined to provide drainage properties.
この天板部4Cには長手方向に所定間隔で円形穴4d、
4d・・・・・・が開設され、また雨垂壁部4 a 、
4 bの下端部内側に略T字状リブ4 e 、4 eが
突設されてその下側に水密材保持体10を係合する下向
きコ字状の溝11が構成されており、この溝11の開口
端は抜止め用爪部11 a、11 bとなっている。This top plate portion 4C has circular holes 4d at predetermined intervals in the longitudinal direction.
4d... has been opened, and the rain wall section 4a,
Approximately T-shaped ribs 4 e , 4 e are protruded from inside the lower end of 4 b, and a downward U-shaped groove 11 for engaging the watertight material holder 10 is formed on the lower side of the ribs 4 e , 4 e . The open end of 11 serves as retaining claws 11 a and 11 b.
一方、水密材保持体10は、第5図で示すようなアルミ
ニウム等で形成された長尺板材からなり、一端に上記抜
止め用爪部11a、llbに相互係合する爪部10 a
、10 bを有し、他端には断面略コ字状の水密材嵌
合溝12を備えている。On the other hand, the watertight material holder 10 is made of a long plate material made of aluminum or the like as shown in FIG.
, 10b, and the other end is provided with a watertight material fitting groove 12 having a substantially U-shaped cross section.
第6図において、13は鉄等で形成された鞍形接続用金
枠であり、堰壁部被冠用笠木4の内部下面に挿嵌密着可
能な形状を有し、両側垂壁部13a。In FIG. 6, reference numeral 13 denotes a saddle-shaped connecting metal frame made of iron or the like, and has a shape that can be inserted into and tightly attached to the inner lower surface of the capstone 4 for covering the weir wall, and has side hanging wall portions 13a.
13bの下端に下向き勾配を有して内方突出し且つねし
穴14.14が穿設された突片部13 C,13Cを備
え、また下面内側には天板部13dに接して両端が両側
垂壁部13 a 、13 bに沿って下方突出する形状
となった受圧用リブ15,15が溶接固定されると共に
、天板部13dの上面中央に鉄等の金属丸パイプ製の受
支杆16が下端を溶接されて垂直に固着され、且つ受支
杆16の下端に囲まれた天板部13dの中心位置に結合
用ボルト挿通孔13 eが設けられている。The lower end of 13b is provided with protruding pieces 13C, 13C that have a downward slope, protrude inwardly, and are provided with a tapped hole 14. Pressure-receiving ribs 15, 15 shaped to protrude downward along the hanging wall portions 13a, 13b are welded and fixed, and a support rod made of a metal round pipe such as iron is installed at the center of the upper surface of the top plate portion 13d. 16 is vertically fixed by welding its lower end, and a coupling bolt insertion hole 13e is provided at the center of the top plate portion 13d surrounded by the lower end of the support rod 16.
第7図で示す17は鉄等で略下向きコ字状に形成した取
付用金枠であり、外側垂壁部17 aの下端と内側垂壁
部17 bの対向位置とにそれぞれ上向き勾配で外方突
出して且つ長孔18,18を備えた突片部17 C,1
7dを備え、また雨垂壁部17 a 、17 bの両側
端近傍に縦長孔19.19を対向穿設している。Reference numeral 17 shown in FIG. 7 is a mounting metal frame made of iron or the like and formed into a substantially downward U-shape. Projection piece 17 C, 1 that projects in the direction and is provided with elongated holes 18, 18
7d, and vertically elongated holes 19 and 19 are formed opposite to each other near both ends of the raindrop walls 17a and 17b.
また内側垂壁部17bは突片部17dを挾む両側を下垂
延長してこの延長部17 e 、17 eにアンカー金
具取付孔20.20を穿設している。Further, the inner hanging wall portion 17b extends downwardly on both sides sandwiching the projecting piece portion 17d, and anchor fitting mounting holes 20.20 are bored in the extended portions 17e, 17e.
手摺りを取付けるには、第8図で示すように堰壁部3の
頂部に取付用金枠17をその外側垂壁部17 aが堰壁
部3の屋外側面に当接するように冠着すると共に、取付
用金枠17の内側垂壁部17bと堰壁部3の屋内側面と
の間隙に調整パツキン21を介挿し、堰壁部3を貫通し
て取付用金枠17の両側垂壁部17 a 、17 bの
長孔19,19間にアンカーボルト22を挿通させてナ
ツト23で締付は固定し、更に垂壁部17bの延長部1
7 eのアンカー金具取付孔20を通してホールインア
ンカー24を打ち込んで該延長部17 eでも堰壁部3
に固着する。To attach the handrail, as shown in FIG. 8, attach the mounting frame 17 to the top of the weir wall 3 so that the outer hanging wall 17a is in contact with the outdoor side surface of the weir wall 3. At the same time, the adjustment gasket 21 is inserted into the gap between the inner side hanging wall part 17b of the mounting frame 17 and the indoor side surface of the weir wall part 3, and passes through the weir wall part 3 to attach the both side hanging walls of the mounting frame 17. The anchor bolt 22 is inserted between the elongated holes 19 and 19 of 17a and 17b, and is tightened and fixed with a nut 23, and the extension part 1 of the hanging wall part 17b is
7. Drive the hole-in anchor 24 through the anchor fitting mounting hole 20 of
sticks to.
一方、第3図A、Bの如く手摺り笠木1に結合用ボルト
5上端の円形座板6をビス7.7で固着し且つ該座板6
を外嵌して支柱2の頂壁面2aを手摺り笠木1外面に当
接し、接続用金枠13と堰壁部被冠用笠木4とを受支杆
16が円形孔4dに挿通するようにして重ね合せ、突出
した受支杆16を支柱2の根元内側に嵌入させると共に
結合用ボルト5の下端5bを接続用金枠13の結合用ボ
ルト挿通孔13eから下方へ突出させ、この結合用ボル
ト5の下端5bに下方側から座板8を介してナツト9を
螺着して締付ける。On the other hand, as shown in FIGS. 3A and 3B, the circular seat plate 6 at the upper end of the coupling bolt 5 is fixed to the handrail cap 1 with screws 7.7, and the seat plate 6 is
The top wall surface 2a of the post 2 is brought into contact with the outer surface of the handrail cap 1, and the connecting metal frame 13 and the weir wall cap cap 4 are fitted so that the support rod 16 is inserted into the circular hole 4d. The protruding support rod 16 is inserted into the inside of the base of the support column 2, and the lower end 5b of the connecting bolt 5 is made to protrude downward from the connecting bolt insertion hole 13e of the connecting metal frame 13. A nut 9 is screwed onto the lower end 5b of 5 from below through the seat plate 8 and tightened.
このようにして手摺り笠木1、支柱2、堰壁部被冠用笠
木4および接続用金枠13が一体化される。In this way, the handrail cap 1, the pillar 2, the weir wall cap cap 4, and the connection frame 13 are integrated.
尚、25は支柱2の下端を堰壁部被冠用笠木4に接着す
るためのコーキング材である。Incidentally, 25 is a caulking material for adhering the lower end of the support column 2 to the weir wall capping cap 4.
上記一体物は、第9図で示すように接続用金枠13が取
付用金枠17に跨嵌し且っ受圧用リブ15゜15の下端
が取付用金枠17表面に当接する状態で堰壁部3上に取
付ける。As shown in FIG. 9, the above-mentioned integrated body is installed in a state in which the connecting metal frame 13 is fitted over the mounting metal frame 17 and the lower end of the pressure receiving rib 15°15 is in contact with the surface of the mounting metal frame 17. Install on wall 3.
即ち、接続用金枠13と取付用金枠17とはそれぞれの
突片部13 C,13Cと17 C,17dとが上下に
重ね合わされた状態にあり、下方より取付用金枠17の
長孔18を通して接続用金枠13のねし穴14にビス2
6を螺着することにより両金枠13,17を固着する。That is, the connecting metal frame 13 and the mounting metal frame 17 are in a state in which the respective projecting pieces 13C, 13C and 17C, 17d are stacked vertically, and the long holes of the mounting metal frame 17 are inserted from below. 18 and into the tapped hole 14 of the connection metal frame 13.
By screwing 6, both metal frames 13 and 17 are fixed.
また堰壁部被冠用笠木4の溝11.11には、ゴム等か
らなる水密材27を嵌合溝12に嵌着した水密材保持体
10.10を嵌合固定する。Further, a watertight material holder 10.10, in which a watertight material 27 made of rubber or the like is fitted into the fitting groove 12, is fitted and fixed in the groove 11.11 of the cap 4 for covering the weir wall.
尚、堰壁部3の上面がら屋内側面を覆う28はモルタル
層、29は防水層である。In addition, 28 which covers the indoor side surface of the upper surface of the weir wall part 3 is a mortar layer, and 29 is a waterproof layer.
上記実施例では取付用金枠17の垂壁部17 bの延長
部17 e 、17 eでホールインアンカー24を用
いて固定しているが、堰壁部3の屋外側面に凹陥部を形
成し、アンカーボルト22と同様のボルトを用いてこの
頭部を凹陥部に係嵌して延長部17 eまで貫通させて
ナツトで締結した後、該凹陥部をセメント等の充填材で
充填する横取としてもよい。In the above embodiment, the extension parts 17 e and 17 e of the hanging wall part 17 b of the mounting frame 17 are fixed using the hole-in anchors 24 , but a recessed part is formed on the outdoor side surface of the weir wall part 3 . , using a bolt similar to the anchor bolt 22, its head is fitted into the recessed part, passed through to the extension part 17e, fastened with a nut, and then the recessed part is filled with a filling material such as cement. You can also use it as
また、ホールインアンカー24に代替する他の打ち込み
型のアンカー金具を使用しても差し支えない。Further, other hammer-in type anchor metal fittings may be used instead of the hole-in anchor 24.
尚、このような延長部17 eでの固定は必ずしも行な
う必要はないが、手摺りを外側に倒す方向の外力に対す
る取付部の強度増大に有効である。Incidentally, although it is not always necessary to use the extension portion 17e for fixation, it is effective in increasing the strength of the attachment portion against external force in the direction of tilting the handrail outward.
更に上記実施例では堰壁部3を水平に貫通するアンカー
ボルト22によって取付用金枠17をその両側垂壁部1
7 a 、17 bで1定しているが、第1OAで示す
ように堰壁部3に埋め込んだアンカー金具30の頂部に
取付用金枠17を溶接してもよいし、第10図Bの如く
ホールインアンカーやドライピットのような基礎植込杆
31を取付用金枠17の天板部を貫通して垂直に堰壁部
3へ打ち込んで固定することも可能である。Furthermore, in the above embodiment, the mounting frame 17 is attached to the hanging wall portions 1 on both sides by the anchor bolts 22 passing through the weir wall portion 3 horizontally.
7a and 17b, the mounting metal frame 17 may be welded to the top of the anchor fitting 30 embedded in the weir wall 3 as shown in the first OA, or as shown in FIG. 10B. It is also possible to fix the foundation rod 31, such as a hole-in anchor or a dry pit, by penetrating the top plate of the mounting frame 17 and driving it vertically into the weir wall 3.
但し、第10図A、Hの構造は堰壁部3が軽量発泡コン
クリートである場合には不適である。However, the structures shown in FIGS. 10A and 10H are not suitable when the weir wall 3 is made of lightweight foamed concrete.
一方、接続用金枠13の内部下面に固着される受圧用リ
ブ15の形状は種々変更でき、例えば下面が開放した箱
形のものを用いてもよく、また強度上に問題がない場合
には設けなくてもよい。On the other hand, the shape of the pressure-receiving rib 15 fixed to the inner lower surface of the connection frame 13 can be changed in various ways. For example, a box-shaped one with an open bottom surface may be used, and if there is no problem in terms of strength, It does not need to be provided.
以上詳述したように本考案に係る手摺りの取付装置は円
筒状笠木と円筒状支柱とをT字型に連結した手摺りを屋
上壁等の堰壁部上に取り付けたものであって、上記支柱
の頂端面を上記笠木の屈曲面に対応する形状とし、この
支柱の内部に挿通させる結合用ボルトの上端に該支柱の
内径と略同径の円形座板を固着し、この座板を上記笠木
に当接して固着し且つ該座板に上記支柱を外嵌している
から、円筒状笠木と円筒状支柱との連結部分にずれが生
じず、両者の位置関係が安定且つ確実に保持され、しか
も連結部材が外部から隠されて外観が良好となる。As detailed above, the handrail mounting device according to the present invention is a handrail in which a cylindrical cap and a cylindrical support are connected in a T-shape, and is mounted on a weir wall such as a rooftop wall, The top end surface of the above-mentioned support is shaped to correspond to the bent surface of the above-mentioned Kasagi, and a circular seat plate having approximately the same diameter as the inside diameter of the support is fixed to the upper end of a connecting bolt that is inserted into the inside of this support. Since it is in contact with and fixed to the cap and the support is externally fitted onto the seat plate, there will be no displacement at the connecting part between the cylindrical cap and the cylindrical support, and the positional relationship between the two will be maintained stably and reliably. Moreover, the connecting member is hidden from the outside, resulting in a good appearance.
また、結合用ボルトの螺条を設けた下端を堰壁部被冠用
笠木とその内部下面に接合する鞍形接続用金枠に貫通し
て突出させてその突出端よりナツトで締結して各部材を
一体化し、更に堰壁部の頂部にアンカー金具を介して冠
着固定した取付用金枠に鞍形接続用金枠を跨嵌させて両
者を固定するものであるから、従来の如く手摺りの外周
部にスペースが必要でなくベランダや屋上の利用スペー
スを最大限に広くとることが可能となり、堰壁部の笠木
の取付けと手摺りの立設とが同時に行なえて作業手数が
従来に比較して大きく低減される。In addition, the threaded lower ends of the connecting bolts are made to penetrate and protrude through the saddle-shaped connection metal frame that is connected to the weir wall capping cap and its internal lower surface, and are fastened with nuts from the protruding ends. The members are integrated, and the saddle-shaped connecting metal frame is fitted over the mounting metal frame which is fixed to the top of the dam wall via an anchor fitting to straddle and fix both parts, so it is not necessary to use the conventional methods. No space is required around the outer periphery of the railing, making it possible to maximize the usable space on balconies and rooftops.The installation of the caps on the weir walls and the erection of the handrails can be done at the same time, reducing the number of work hours required. This is greatly reduced in comparison.
また各部品がユニット化されて手摺りの組立てと取付け
が非常に容易であり、大量生産性や輸送性の面でも優れ
る。In addition, each part is unitized, making it extremely easy to assemble and install the handrail, and it is also excellent in terms of mass productivity and transportability.
更に、受支杆を設ける構成にあっては支柱根元が内部か
ら補強されて手摺りの傾斜方向に対する強度がより増大
する。Furthermore, in a configuration in which a support rod is provided, the base of the support rod is reinforced from within, further increasing the strength of the handrail in the direction of inclination.
第1図乃至第9図は本考案に係る一実施例を示し、第1
図は手摺りの取付状態を示す外観斜視図、第2図は手摺
り笠木と支柱との結合部を示す展開斜視図、第3図Aは
上記結合部の要部縦断側面図、第3図Bはその要部縦断
正面図、第4図は堰壁部被冠用笠木の縦断面図、第5図
は水密材保持体の縦断面図、第6図は鞍形接続用金枠の
斜視図、第7図は取付用金枠の斜視図、第8図は手摺り
の取付操作を示す縦断側面図、第9図は手摺りの取付状
態を示す縦断側面図、第10図A、Bは本考案の他の実
施例を示す概略要部断面図、第11図は従来の手摺りの
取付状態を示す概略断面図である。
1・・・・・・手摺り笠木、2・・・・・・支柱、2a
・・・・・・支柱の頂端面、3・・・・・・堰壁部、4
・・・・・・堰壁部被冠用笠木、5・・・・・・結合用
ボルト、5a・・・・・・結合用ボルト上端部、5b・
・・・・・結合用ボルト下端部、6・・・・・・円形座
板、9・・・・・・ナツト、13・・・・・・鞍形接続
用金枠、16・・・・・・受支杆、17・・・・・・取
付用金枠、22,24,30.31・・・・・・アンカ
ー金具。Figures 1 to 9 show one embodiment of the present invention;
The figure is an external perspective view showing the installed state of the handrail, Figure 2 is an exploded perspective view showing the joint between the handrail cap and the post, Figure 3A is a longitudinal cross-sectional side view of the main part of the joint, and Figure 3 B is a longitudinal sectional front view of the main part, Fig. 4 is a longitudinal sectional view of the cap for covering the weir wall, Fig. 5 is a longitudinal sectional view of the watertight material holder, and Fig. 6 is a perspective view of the saddle-shaped connection metal frame. Figure 7 is a perspective view of the mounting metal frame, Figure 8 is a longitudinal side view showing the handrail installation operation, Figure 9 is a vertical side view showing the handrail installation state, and Figures 10A and B. 11 is a schematic cross-sectional view of a main part showing another embodiment of the present invention, and FIG. 11 is a schematic cross-sectional view showing a state in which a conventional handrail is attached. 1... Handrail cap, 2... Post, 2a
・・・・・・Top end surface of support column, 3・・・・・・Weir wall part, 4
...Weir wall crowning cap, 5... Connection bolt, 5a... Upper end of connection bolt, 5b.
...Lower end of coupling bolt, 6...Circular seat plate, 9...Nut, 13...Metal frame for saddle-shaped connection, 16... ...Support rod, 17...Mounting metal frame, 22, 24, 30.31...Anchor fittings.
Claims (1)
りを屋上壁等の堰壁部上に取付けた構造において、上記
支柱の頂端面を上記笠木の周回面に対応する形状とし、
この支柱の内部に挿通させる結合用ボルトの上端に該支
柱の内径と略同径の円形座板を固着し、この座板を上記
笠木に当接して固着し且つ該座板に上記支柱を外嵌する
と共に、上記結合用ボルトの螺条を設けた下端を堰壁部
被冠用笠木とその内部下面に接合する鞍形接続用金枠に
貫通して突出させ、この突出端よりナツトで締着して上
記各部材を一体化し、更に堰壁部の頂部にアンカー金具
を介して冠着固定した取付用金枠に上記鞍形接続用金枠
を跨嵌させて両者を固定してなる手摺りの取付装置。 2、鞍形接続用金枠が円筒状支柱の根元に嵌着する円筒
状受支杆を突設してなる実用新案登録請求の範囲第1項
記載の手摺りの取付装置。[Scope of Claim for Utility Model Registration] 15. In a structure in which a handrail in which a cylindrical cap and a cylindrical support are connected in a T-shape is attached to a weir wall such as a rooftop wall, the top end surface of the support supports goes around the above cap. The shape corresponds to the surface,
A circular seat plate having approximately the same diameter as the inner diameter of the support is fixed to the upper end of the coupling bolt that is inserted into the inside of the support, and this seat plate is fixed by coming into contact with the cap, and the support is removed from the support. At the same time, the threaded lower end of the above-mentioned coupling bolt is passed through and protrudes through the saddle-shaped connection metal frame that is connected to the weir wall capping cap and its internal lower surface, and is tightened with a nut from this protruding end. A hand made by integrating the above-mentioned members by attaching them to each other, and then fixing the two by fitting the saddle-shaped connecting metal frame astride the mounting metal frame which is fixed to the top of the dam wall via an anchor fitting. Suri mounting device. 2. The handrail mounting device according to claim 1, wherein the saddle-shaped connecting metal frame projects a cylindrical support rod that fits into the base of the cylindrical support.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19374581U JPS5927471Y2 (en) | 1981-12-28 | 1981-12-28 | handrail attachment device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19374581U JPS5927471Y2 (en) | 1981-12-28 | 1981-12-28 | handrail attachment device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5899432U JPS5899432U (en) | 1983-07-06 |
JPS5927471Y2 true JPS5927471Y2 (en) | 1984-08-09 |
Family
ID=30107090
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19374581U Expired JPS5927471Y2 (en) | 1981-12-28 | 1981-12-28 | handrail attachment device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5927471Y2 (en) |
-
1981
- 1981-12-28 JP JP19374581U patent/JPS5927471Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS5899432U (en) | 1983-07-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPS6217551Y2 (en) | ||
JPS5927471Y2 (en) | handrail attachment device | |
JPS5927472Y2 (en) | handrail attachment device | |
JPS6217552Y2 (en) | ||
JPH0335781Y2 (en) | ||
JPS5927458Y2 (en) | Handrail installation device | |
JPS5927470Y2 (en) | handrail attachment device | |
JPS5927461Y2 (en) | Handrail installation device | |
JPH0335789Y2 (en) | ||
JPS5927465Y2 (en) | Handrail installation device | |
JPH0335783Y2 (en) | ||
JPS5927466Y2 (en) | Handrail installation device | |
JPH0335778Y2 (en) | ||
JPH0338348Y2 (en) | ||
JPS5927459Y2 (en) | Handrail installation device | |
JPH0335788Y2 (en) | ||
JPH0335787Y2 (en) | ||
JPH036736Y2 (en) | ||
JPH0334430Y2 (en) | ||
JPS6215391Y2 (en) | ||
JPH036738Y2 (en) | ||
JPS6315476Y2 (en) | ||
JPH0335782Y2 (en) | ||
JPH0337319Y2 (en) | ||
JPH0323983Y2 (en) |