JP2781319B2 - How to attach the handrail - Google Patents
How to attach the handrailInfo
- Publication number
- JP2781319B2 JP2781319B2 JP4347169A JP34716992A JP2781319B2 JP 2781319 B2 JP2781319 B2 JP 2781319B2 JP 4347169 A JP4347169 A JP 4347169A JP 34716992 A JP34716992 A JP 34716992A JP 2781319 B2 JP2781319 B2 JP 2781319B2
- Authority
- JP
- Japan
- Prior art keywords
- wall
- weir wall
- weir
- handrail
- temporary fixing
- 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 - Fee Related
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/40—Slabs or sheets locally modified for auxiliary purposes, e.g. for resting on walls, for serving as guttering; Elements for particular purposes, e.g. ridge elements, specially designed for use in conjunction with slabs or sheets
- E04D3/405—Wall copings
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Sustainable Development (AREA)
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Steps, Ramps, And Handrails (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、建物の屋上やベランダ
等の周壁もしくは縁壁、あるいは塀を構成する立壁等の
所謂堰壁上に設置される手摺りの取付方法に関し、特に
本発明は、手摺りを構成する各笠木支柱の下端部よりそ
の内部に嵌挿され、それ自体は堰壁上に植設される支柱
補強用の支柱嵌挿杆を使用して取付けを行うと共に、堰
壁頂部の全長に亘って断面下向きコ字状の堰壁笠木を被
冠するようにした手摺りの取付方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for attaching a handrail to a roof or a peripheral wall such as a veranda, or a so-called weir wall such as an upright wall constituting a fence. , Each of which is inserted from the lower end of each of the support posts constituting the handrail, and is itself mounted by using a support rod inserted into the support wall for reinforcing the support, which is planted on the support wall. The present invention relates to a method of attaching a handrail that covers a weir-wall cap having a U-shaped cross section downward over the entire length of the top.
【0002】[0002]
【従来の技術】従来におけるこの種の取付方法において
は、複数本の筒状笠木支柱と各笠木支柱の上端に亘って
横架される手摺り笠木とを一体に連結し、そして堰壁笠
木を各笠木支柱に挿通させておく。一方、堰壁頂部の笠
木支柱立設位置にそれぞれ鞍形のアンカー金物を跨嵌さ
せてボルト等で固着し、各アンカー金物上に支柱嵌挿杆
の根元を溶接して固着する。それから、上記手摺り笠木
と一体の笠木支柱を堰壁上に持ち来して各笠木支柱を支
柱嵌挿杆にそれぞれ外嵌する。このような状態で各笠木
支柱を支柱嵌挿杆に外嵌した後、各笠木支柱と支柱嵌挿
杆とをボルトで連結固定する。2. Description of the Related Art In a conventional mounting method of this type, a plurality of tubular support posts are integrally connected to a handrail support extending across the upper end of each support post, and a dam support is connected to the support. Let it pass through each Kasagi prop. On the other hand, saddle-shaped anchor hardware is straddled and fixed with a bolt or the like at the erecting position of the stake post at the top of the weir wall, and the root of the support rod is welded and fixed to each anchor hardware. Then, the sash support which is integral with the handrail sash is brought onto the weir wall, and the respective sash support is fitted to the support fitting rod. In this state, after each cap support is externally fitted to the support fitting rod, each cap support and the support fit rod are connected and fixed by bolts.
【0003】[0003]
【発明が解決しようとする課題】上記のように従来の取
付方法では、支柱嵌挿杆を堰壁上に立設した後で、その
支柱嵌挿杆に笠木支柱を外嵌するようにしているため、
手摺り笠木に一体連結された複数本の笠木支柱と、堰壁
上に笠木支柱と対応する数だけ固着されている支柱嵌挿
杆との位置がずれている場合には笠木支柱と支柱嵌挿杆
との嵌合が困難または不能となり、したがってその場合
には支柱嵌挿杆の根元溶接部分をはつってアンカー金物
から取外し、適正な位置に再び溶接し直す必要があり、
作業性が非常に悪くなる。As described above, according to the conventional mounting method, after the support rod is erected on the weir wall, the cap support is externally fitted to the support rod. For,
When the positions of the plurality of shoring posts integrally connected to the balustrade and the lashing rods fixed on the weir wall by the number corresponding to the shingle posts are displaced, the shoring support and the shoring are inserted. It becomes difficult or impossible to fit the rod, so in that case, it is necessary to remove the root welded part of the pillar fitting insertion rod from the anchor hardware and re-weld it to the proper position,
Workability becomes very poor.
【0004】本発明は、上記の課題に鑑みてなされたも
ので、手摺り笠木に一体連結される複数本の笠木支柱と
これらの笠木支柱に嵌挿される支柱嵌挿杆との位置調整
が不要で、作業性を著しく向上することができる手摺り
の取付方法を提供することを目的とする。SUMMARY OF THE INVENTION The present invention has been made in view of the above-described problems, and does not require the positional adjustment of a plurality of stake supports that are integrally connected to a handrail sash and a stake insertion rod that is inserted into the sash support. Therefore, an object of the present invention is to provide a method for attaching a handrail that can significantly improve workability.
【0005】[0005]
【課題を解決するための手段】本発明の取付け方法は、
堰壁1の頂部に被冠される断面下向きコ字状の堰壁笠木
2と、この堰壁笠木2上に立設される複数の筒状笠木支
柱3と、各笠木支柱3の上端に亘って横架される手摺り
笠木4の下側構成部材10とを相互に連結して手摺り本
体Aを形成し、この手摺り本体Aの堰壁笠木2下面側よ
り各笠木支柱3の内部へ、堰壁1上に立設される支柱嵌
挿杆7を突入嵌挿させると共に、堰壁笠木2を、堰壁1
または支柱嵌挿杆7との間に介在させた介在物18によ
って堰壁1から上方へ離れた所定高さ位置に仮止めし、
しかして各支柱嵌挿杆7を堰壁1上に立設した後、前記
介在物18を除去して堰壁笠木2の仮止めを解除し、こ
れにより手摺り本体Aを降下させ、堰壁笠木2が堰壁1
頂部に被嵌する位置で各笠木支柱3と支柱嵌挿杆7とを
連結固定してなるものである。The mounting method of the present invention comprises:
A weir-wall cap 2 having a U-shaped cross section covered by the top of the weir wall 1, a plurality of tubular hemp posts 3 erected on the weir-wall heap 2, and an upper end of each of the heap posts 3. The handrail main body A is formed by interconnecting the lower constituent members 10 of the handrail cap 4 that is laid horizontally, and the handrail main body A is formed into the inside of each cap support 3 from the lower surface side of the weir wall cap 2 of the handrail main body A. The support rod 7 erected on the weir wall 1 is inserted into the weir wall 1 and the weir wall shed 2 is connected to the weir wall 1.
Or temporarily fixed at a predetermined height position away from the weir wall 1 by the inclusion 18 interposed between the support rod 7 and the
After the support rods 7 are erected on the weir wall 1, the inclusions 18 are removed to release the temporary fixing of the weir 2 and the handrail body A is lowered. Kasagi 2 is weir wall 1
Each of the support posts 3 and the support rod 7 are connected and fixed at a position where they are fitted to the top.
【0006】前記介在物としては、上端部で手摺り本体
Aの堰壁笠木2を受支し且つ下端部を堰壁1側面に当接
させるようにした仮止め用金具20と、この仮止め用金
具20の下端部を堰壁1側面との間で挟着して固定する
締結具21とからなるもの、あるいは堰壁笠木2と堰壁
1上面との間に介挿されるスペーサ25からなるもの、
あるいは堰壁笠木2下面を上端部で受持し且つ下端部を
支柱嵌挿杆7にピンまたはねじ具で着脱可能に止着する
ようにした仮止め用プレート28からなるもの、あるい
は支柱嵌挿杆7の側面に沿って配置され且つ上端で堰壁
笠木2の下面を受支する仮止め用プレート32と、この
仮止め用プレート32の下端部を前記支柱嵌挿杆7の側
面との間で挟着して固定する締結具21とからなるもの
がある。更に前記介在物としては、支柱嵌挿杆7の所定
位置に設けたピン挿通孔またはねじ孔にピンまたはボル
トを挿通または螺通させて、このピンまたはボルトの突
出端部で堰壁笠木2を受支するようにした構成よりなる
ものでもよい。[0006] As the above-mentioned inclusions, a temporary fixing metal fitting 20 having an upper end portion for supporting the weir wall shed 2 of the handrail main body A and having a lower end portion abutting against the side surface of the weir wall 1; A fastener 21 for fixing the lower end of the fitting 20 by sandwiching it between the damper wall 1 and the side face thereof, or a spacer 25 interposed between the damper cover 2 and the upper surface of the damper wall 1. thing,
Alternatively, a temporary fixing plate 28 in which the lower surface of the weir wall cover 2 is held at the upper end portion and the lower end portion is detachably fastened to the support rod 7 by a pin or a screw, or the support plate is inserted. A temporary fixing plate 32 that is arranged along the side surface of the rod 7 and receives the lower surface of the weir wall cover 2 at the upper end, and a lower end portion of the temporary fixing plate 32 is connected between the side surface of the support rod 7. And a fastener 21 to be clamped and fixed by the above. Further, as the above-mentioned inclusion, a pin or a bolt is inserted or screwed into a pin insertion hole or a screw hole provided at a predetermined position of the column fitting insertion rod 7, and the weir wall cover 2 is projected at the protruding end of the pin or the bolt. It may be configured to be supported.
【0007】[0007]
【実施例】本発明の実施例について図面を参照して説明
すると、図1において、1は屋上やベランダ等のコンク
リート製堰壁であり、2は堰壁1の頂部に被冠された堰
壁笠木で、この堰壁笠木2上に複数本の四角筒状笠木支
柱3が所定間隔おきに立設され、これら笠木支柱3の各
上端に亘って手摺り笠木4が横架されている。5は相対
向する笠木支柱3,3の下端部相互を連結する下横枠
で、この下横枠5と手摺り笠木4との間に複数本の縦桟
6が所定間隔おきに配設されている。DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the drawings. In FIG. 1, reference numeral 1 denotes a concrete weir wall such as a rooftop or a veranda, and 2 denotes a weir wall covered on the top of the weir wall 1. A plurality of quadrangular tubular cap posts 3 are erected at predetermined intervals on the weir wall caps 2, and a handrail cap 4 is laid across each upper end of the cap posts 3. Reference numeral 5 denotes a lower horizontal frame connecting the lower end portions of the opposing heddle posts 3, 3, and a plurality of vertical rails 6 are arranged at predetermined intervals between the lower horizontal frame 5 and the handrail hedder 4. ing.
【0008】各堰壁笠木2は、図2に示すようにアルミ
ニューム合金の押し出し型材あるいはステンレス鋼板の
プレス加工材よりなる断面下向きコ字状の長尺状のもの
で、屋外側垂壁部2bを屋内側垂壁部2aより高くして
上壁部2cが屋内側に向かって下り傾斜状の水切り壁を
形成するようにしている。As shown in FIG. 2, each of the weir-wall caps 2 is a long U-shaped cross section made of an extruded material of an aluminum alloy or a pressed material of a stainless steel plate and having a downward U-shaped cross section. Is made higher than the indoor-side vertical wall portion 2a so that the upper wall portion 2c forms a drain wall inclined downward toward the indoor side.
【0009】各笠木支柱3は、アルミニューム合金の押
し出し型材よりなるもので、図3に示すように内側面に
長手方向に沿う複数条のビスポケット3aを有し、この
笠木支柱3の下端面は前記堰壁笠木2の上壁部2cの勾
配に対応する傾斜状に形成されている。しかして、各笠
木支柱3は、その下端面を堰壁笠木2の上壁部2c上の
所定位置に当接させた状態で当該上壁部2cの下面側か
ら各ビスポケット3aにビス8をねじ込むことにより、
堰壁笠木2と一体的に連結されて、この堰壁笠木2上に
垂直に立設される。Each of the support posts 3 is made of an extruded aluminum alloy material and has a plurality of screw pockets 3a along its longitudinal direction on the inner surface as shown in FIG. Is formed in an inclined shape corresponding to the gradient of the upper wall portion 2c of the weir wall cap 2. In the state where the lower end surface of each cap support 3 is in contact with a predetermined position on the upper wall 2c of the weir wall cap 2, the screw 8 is inserted into each screw pocket 3a from the lower surface of the upper wall 2c. By screwing in,
It is integrally connected with the weir wall shed 2 and vertically stands on the weir wall shed 2.
【0010】手摺り笠木4は、図2に示すように、それ
ぞれアルミニューム合金の押し出し型材よりなる断面下
向きコ字状上側部材9と断面略上向きコ字状下側部材1
0とから構成され、下側部材10に上側部材9を外嵌し
て、両部材9,10の係合部9a,10aを互いに係合
させることにより、両部材9,10は図示のような角筒
状体に形成される。この手摺り笠木4を各笠木支柱3に
連結するにあたっては、上側部材9を外した状態で下側
部材10下面の所定位置に各笠木支柱3の上端面を当接
させ、この下側部材10の上面側からビス8を笠木支柱
3の各ビスポケット3aにねじ込むことにより、下側部
材10と各笠木支柱3とを連結固定する。As shown in FIG. 2, the handrail cap 4 is formed by an extruded member made of an aluminum alloy.
The upper member 9 is externally fitted to the lower member 10 and the engaging portions 9a, 10a of the two members 9, 10 are engaged with each other, so that the two members 9, 10 are as shown in the figure. It is formed in a rectangular cylindrical body. In connecting the handrail cover 4 to each support 3, the upper surface of each support 3 is brought into contact with a predetermined position on the lower surface of the lower member 10 with the upper member 9 removed. A screw 8 is screwed into each of the screw pockets 3a of the cap support 3 from the upper surface side of the base member 3, thereby connecting and fixing the lower member 10 and each support 3 of the cap.
【0011】図5には、手摺りの取付けに使用される支
柱嵌挿杆7及びこれの下端に取付けられたアンカー金物
11を示している。支柱嵌挿杆7は断面矩形状の鋼材に
より形成されている。アンカー金物11は、鉄板やステ
ンレス鋼板を鞍形に折曲して、天板部11aと屋内外両
側壁部11b,11cとを形成し、天板部11aの左右
両端部に2条のリブ12,12を突設し、この天板11
a上の両リブ12,12間に前記支柱嵌挿杆7が溶接に
より立設され、この支柱嵌挿杆7の下端部所定位置にボ
ルト挿通孔13が設けられている。前記両リブ12,1
2の上端面はそれぞれ、前記堰壁笠木2の上壁部2cの
勾配に対応する傾斜面状に形成され、また両側壁部11
b,11cには、屋内外対向位置にボルト挿通孔14,
14が設けてある。FIG. 5 shows a support rod 7 used for attaching a handrail and an anchor metal 11 attached to a lower end of the support rod. The support rod 7 is formed of a steel material having a rectangular cross section. The anchor metal member 11 is formed by bending an iron plate or a stainless steel plate into a saddle shape to form a top plate portion 11a and both indoor and outdoor side wall portions 11b and 11c, and two ribs 12 are provided on both left and right end portions of the top plate portion 11a. , 12 protruding from the top plate 11
The support rod 7 is erected between the ribs 12 and 12 by welding, and a bolt insertion hole 13 is provided at a predetermined position at the lower end of the support rod 7. Both ribs 12, 1
2 are respectively formed in an inclined surface shape corresponding to the gradient of the upper wall portion 2c of the weir wall capping tree 2.
b, 11c, the bolt insertion holes 14,
14 are provided.
【0012】また、下横枠5は、笠木支柱3と同様に断
面下向きコ字状のアルミニューム合金押し出し型材より
なるもので、図2及び図4に示すように両側壁内面に複
数条のリブ5aを有し、そして笠木支柱3との連結にあ
たっては、この下横枠5の端部にU字形溝16a付きの
連結板16を前記リブ5aを介して嵌合しておき、笠木
支柱3にナット17aを介して固定してある連結ボルト
17の突出部に連結板16のU字形溝16aを跨嵌さ
せ、ナット17bを螺合締結することにより、下横枠5
を笠木支柱3に連結する。The lower horizontal frame 5 is made of an aluminum alloy extruded material having a U-shaped cross section like the Kasagi column 3, and has a plurality of ribs on the inner surfaces of both side walls as shown in FIGS. 5a, and when connecting with the skirting post 3, a connecting plate 16 having a U-shaped groove 16a is fitted to the end of the lower horizontal frame 5 via the rib 5a. The U-shaped groove 16a of the connecting plate 16 is fitted over the projecting portion of the connecting bolt 17 fixed via the nut 17a, and the nut 17b is screwed and fastened.
Is connected to the Kasagi support 3.
【0013】上述したような構造の手摺りを堰壁1に取
付けるにあたっては、先ず、複数本の笠木支柱3の上端
側に手摺り笠木4の下側部材10を、また下端側に堰壁
笠木2を配して、下側部材10及び堰壁笠木2からそれ
ぞれ各笠木支柱3のビスポケット3aの上下両端部側に
ビス8を螺入することにより、下側部材10、各笠木支
柱3及び堰壁笠木2を相互に連結し、更に下横枠5及び
竪桟6を連結して、手摺り本体Aを形成する(図7参
照)。When attaching the handrail having the above-described structure to the weir wall 1, first, the lower member 10 of the handrail hedder 4 is provided on the upper end side of the plurality of hedder posts 3 and the weir wall heave is provided on the lower end side. 2 and screws 8 are screwed into the upper and lower ends of the screw pockets 3a of the caps 3 from the lower member 10 and the weir wall cap 2, respectively, to thereby form the lower member 10, the caps 3 and The weir wall caps 2 are connected to each other, and the lower horizontal frame 5 and the vertical rail 6 are connected to form a handrail main body A (see FIG. 7).
【0014】次に、それぞれ支柱嵌挿杆7と一体になっ
た所要数個のアンカー金物11を、あらかじめ堰壁1上
に並べて笠木支柱立設位置に配置すると共に、図7に示
すように笠木支柱立設位置から堰壁1長さ方向へ適当に
離れた位置には介在物18を所定高さ位置に取付ける。
しかして、この堰壁1の直上方に前記手摺り本体Aを持
ち来たし、この手摺り本体Aの堰壁笠木2下面側より各
笠木支柱3内へ、各アンカー金物11上に固定された支
柱嵌挿杆7を挿入させると共に、堰壁笠木2を各介在物
18上に載置して、この堰壁笠木2を堰壁1から上方へ
十分離れた所定高さ位置に仮止めする。図6は、この仮
止めによって手摺り本体Aが持ち上げられ、堰壁笠木2
が堰壁1から上方へ離れている状態を示している。尚、
支柱嵌挿杆7を笠木支柱3内に突入させるにあたって
は、図3に示すように、堰壁笠木2の所要箇所に支柱嵌
挿杆7が嵌挿可能な開口部19を開設しておく。Next, a required number of anchor fittings 11 each integral with the support fitting insertion rod 7 are arranged in advance on the weir wall 1 and arranged at the erect post standing position, and as shown in FIG. At a position appropriately distant from the support column standing position in the length direction of the weir wall 1, the inclusion 18 is mounted at a predetermined height position.
Then, the handrail body A is brought directly above the weir wall 1, and from the lower surface side of the weir wall skirting 2 of the handrail body A, into each of the stake posts 3, and to the posts fixed on the anchor hardware 11. At the same time as inserting the insertion rod 7, the dam wall cap 2 is placed on each of the inclusions 18, and the dam wall cap 2 is temporarily fixed at a predetermined height position sufficiently separated upward from the dam wall 1. FIG. 6 shows that the handrail body A is lifted by this temporary fixing,
Shows a state in which it is separated upward from the weir wall 1. still,
In order for the support rod 7 to protrude into the cap support 3, as shown in FIG. 3, an opening 19 through which the support rod 7 can be inserted is provided at a required position on the weir wall cover 2.
【0015】前記介在物18は、図8及び図9に示すよ
うに、堰壁笠木2を受支する水平板20aの下面に一対
の側板20b,20bを堰壁1の厚みに相当する間隔で
垂直に固着してなる仮止め用金具20と、いわゆるシャ
コ万力(締結具)21と、からなり、仮止め用金具20
の両側板20b,20bの下端部を堰壁1の屋内外両側
面に嵌合当接させ、シャコ万力21のC形アーム21a
の一端と締結用螺軸21bの先端とで前記両側板20
b,20bの下端部を挟着して堰壁1の両側面に圧接す
ることにより、堰壁1に高さ調整可能に取付け固定する
ことができる。As shown in FIGS. 8 and 9, the intervening member 18 has a pair of side plates 20b, 20b provided on the lower surface of a horizontal plate 20a for receiving the weir wall cap 2 at an interval corresponding to the thickness of the weir wall 1. A temporary fixing bracket 20 which is composed of a temporary fixing bracket 20 fixed vertically and a so-called giant vise (fastener) 21.
The lower ends of both side plates 20b, 20b are fitted and abutted on both indoor and outdoor sides of the weir wall 1, and a C-shaped arm 21a
Of the two side plates 20 by one end of the
The lower ends of the b and 20b are sandwiched and pressed against both side surfaces of the weir wall 1 so that the height can be adjusted and fixed to the weir wall 1.
【0016】尚、図9に示すように、堰壁1の側面に仮
止め高さの基準線としての腰墨線Kを入れ、また仮止め
用金具20の側板20bにも目盛り線Lを複数本を印し
ておき、しかして仮止め用金具20を堰壁1に取付ける
際に前記側板20b側の所要の目盛り線Lを堰壁1側の
腰墨線Kに合わせて取付けるようにすれば、各仮止め用
金具20を所定の高さ位置に容易に取付けることができ
る。また、後述するアンカー金物11の取付けに際して
は、前記腰墨線Kを水平基準にして一定位置で各アンカ
ー金物11を堰壁1に取付けることにより、手摺りが長
く連続している場合でも、堰壁笠木2を水平に取付けで
きると共に、笠木支柱3の高さを全て水平に揃えること
ができる。As shown in FIG. 9, an ink line K as a reference line of the temporary fixing height is provided on the side surface of the weir wall 1, and a plurality of scale lines L are also provided on the side plate 20b of the temporary fixing bracket 20. If the temporary fixing metal fitting 20 is attached to the weir wall 1, the required scale line L on the side plate 20 b side should be fitted to the waist line K on the weir wall 1 side. The temporary fixing bracket 20 can be easily mounted at a predetermined height position. In addition, when the anchor hardware 11 described later is attached, the anchor hardware 11 is attached to the weir wall 1 at a fixed position with respect to the horizontal line K, so that even when the handrail is long and continuous, the weir wall can be used. The cap 2 can be mounted horizontally, and the heights of the cap 3 can be all aligned horizontally.
【0017】また、前記仮止め用金具20は、両側板2
0b,20bの上端に水平板20aを設けているが、こ
の水平板20aを無くし、両側板20b,20bを図8
の仮想線図示のように上方へ延長させて、それらの上端
で堰壁笠木2の下面を受支するようにしてもよく、ある
いはまた両側板20b,20bの一方を無くして、片方
の側板20bと水平板20aとで仮止め用金具20を形
成してもよい。締結具もシャコ万力以外のクランプなど
適当なものを使用することができる。Further, the temporary fixing bracket 20 is provided on both side plates 2.
The horizontal plates 20a are provided at the upper ends of the horizontal plates 20b and 20b.
May be extended upward as shown in the phantom line, and the upper end thereof may support the lower surface of the weir-wall cap 2, or one of the side plates 20 b, 20 b may be eliminated, and one of the side plates 20 b And the horizontal plate 20a may form the temporary fixing bracket 20. A suitable fastener such as a clamp other than a giant vise can be used as the fastener.
【0018】前述のようにして、手摺り本体Aの堰壁笠
木2を堰壁1から上方へ十分離れた所定高さ位置に仮止
めしたならば、各笠木支柱3内に嵌挿されている支柱嵌
挿杆7の下端のアンカー金物11を堰壁1に固着する。
即ち、図6に示すように、アンカー金物11のボルト挿
通孔14から通しボルト22aを堰壁1に貫通させ、こ
のボルト22aの両端にナット22bを螺合締結する。
この場合、堰壁1上面には多少凹凸があるため、アンカ
ー金物11と堰壁1との間にパッキンを適宜挿入すると
よい。また、各アンカー金物11は、前記腰墨線Kを水
平基準としてその腰墨線Kに対し一定位置のところに取
付けるようにする。As described above, if the dam 2 of the handrail body A is temporarily fixed at a predetermined height position sufficiently separated from the dam 1, the dam 2 is inserted into each of the supports 3. The anchor hardware 11 at the lower end of the support rod 7 is fixed to the weir wall 1.
That is, as shown in FIG. 6, a bolt 22a is passed through the weir wall 1 from the bolt insertion hole 14 of the anchor hardware 11, and nuts 22b are screwed and fastened to both ends of the bolt 22a.
In this case, since the upper surface of the weir wall 1 has some unevenness, packing may be appropriately inserted between the anchor hardware 11 and the weir wall 1. Further, each anchor hardware 11 is attached at a fixed position with respect to the black line K with respect to the black line K.
【0019】上記のように各アンカー金物11を堰壁1
に固着して支柱嵌挿杆7を堰壁1上に立設固定した後、
堰壁笠木2と堰壁1との間の介在物18を除去して堰壁
笠木2の仮止めを解除し、即ち、各シャコ万力21の締
結用螺軸21bを緩めて、仮止め用金具20を堰壁笠木
2及び堰壁1から取り外し、そして持ち上がっていた手
摺り本体Aを各アンカー金物11のリブ12に接当する
まで降下させて、堰壁笠木2が堰壁1の頂部を被嵌した
状態とする。この降下位置において、笠木支柱3下端部
のボルト挿通孔3bから、この挿通孔3bと同心状にな
るように予め設けてある支柱嵌挿杆7のボルト挿通孔1
3にボルト23を挿通して、その端部にナット24を螺
合締結することにより、各笠木支柱3と支柱嵌挿杆7と
を連結固定し、これによって手摺り本体Aの取付けが完
了する。As described above, each anchor fitting 11 is connected to the weir wall 1
And the support rod 7 is erected on the weir wall 1 and fixed.
The inclusion 18 between the weir wall cap 2 and the weir 1 is removed to release the temporary fixing of the weir wall cap 2, that is, the fastening screw shaft 21 b of each giant vise 21 is loosened to temporarily fix The metal fittings 20 are removed from the weir wall shade 2 and the weir wall 1, and the lifted handrail body A is lowered until it comes into contact with the rib 12 of each anchor hardware 11. It will be in the fitted state. In this lowering position, the bolt insertion hole 1 of the column fitting insertion rod 7 which is provided in advance from the bolt insertion hole 3b at the lower end of the hedder post 3 so as to be concentric with the insertion hole 3b.
The bolt 23 is inserted through the nut 3 and a nut 24 is screwed and fastened to the end of the bolt 23, thereby connecting and fixing each of the support posts 3 and the support rod 7 and thereby completing the mounting of the handrail body A. .
【0020】しかして、手摺り本体Aの取付け完了後
は、この手摺り本体Aにおける笠木支柱3及び各縦桟6
の上端部を連結している下側部材10に上側部材9を外
嵌して、手摺り笠木4を完成させる。その後、堰壁笠木
2と堰壁1との間、その他必要な箇所に水密用コーキン
グ材を充填するなどの仕上げを行う。After completion of the mounting of the handrail body A, however, the cap support 3 and the vertical bars 6 of the handrail body A are completed.
The upper member 9 is externally fitted to the lower member 10 connecting the upper ends of the rails to complete the handrail cap 4. After that, finishing such as filling a watertight caulking material between the weir wall shade 2 and the weir wall 1 and other necessary parts is performed.
【0021】図10〜図22は、堰壁笠木2と堰壁1ま
たは支柱嵌挿杆7との間に介在させる介在物の種々の例
を示している。先ず、図10及び図11に例示した介在
物は、手摺り本体Aの堰壁笠木2と堰壁1上面との間に
介挿されるスペーサ25からなるもので、このスペーサ
25は、木製の角柱片や角パイプ片などを使用すること
ができ、所定の高さと堰壁笠木2の幅よりも長い長さを
有し、堰壁笠木2の屋内外両垂壁部2a,2bの下端を
支持するように堰壁笠木2と堰壁1との間に挿入して使
用される。このスペーサ25によれば、単一の部品から
なるため、コストがかからず、取扱いも簡単である。FIGS. 10 to 22 show various examples of inclusions interposed between the weir wall cap 2 and the weir wall 1 or the support rod 7. First, the inclusion illustrated in FIGS. 10 and 11 is composed of a spacer 25 interposed between the barrier wall cap 2 of the handrail body A and the upper surface of the barrier wall 1, and this spacer 25 is a wooden prism. A piece or a square pipe piece can be used, has a predetermined height and a length longer than the width of the weir wall cap 2, and supports the lower ends of the indoor and outdoor double wall sections 2a and 2b of the weir wall cap 2. It is used by being inserted between the weir wall shade 2 and the weir wall 1 in such a manner. According to the spacer 25, since it is formed of a single component, no cost is required and handling is simple.
【0022】図12に示す介在物は、前記のものと同様
なスペーサ26からなるものであるが、堰壁笠木2の上
壁部2c下面を支持するように堰壁笠木2と堰壁1との
間に挿入して使用される。The inclusion shown in FIG. 12 is composed of a spacer 26 similar to that described above. However, the inclusions 2 and 1 are supported so as to support the lower surface of the upper wall 2c of the insertion 2 of the barrier. Used to be inserted between.
【0023】図13及び図14に示す介在物は、堰壁笠
木2の上壁部2c下面を上端部で受持し且つ下端部を支
柱嵌挿杆7に対しピンまたはねじ具(ビスやボルト)2
7で着脱可能に止着するようにした仮止め用プレート2
8からなるもので、ピンやボルトの場合には、この仮止
め用プレート28の下端部と支柱嵌挿杆7の所定箇所と
にピン挿通孔を設け、またビスなどの場合には、例えば
仮止め用プレート28側にビス挿通孔、支柱嵌挿杆7側
にねじ孔を設ければよい。この実施例による介在物も構
造が簡単で安価に製作でき、取扱いも簡単である。The inclusions shown in FIGS. 13 and 14 hold the lower surface of the upper wall 2c of the weir wall cap 2 at the upper end and the lower end thereof with respect to the support rod 7 with a pin or screw (screw or bolt). ) 2
Temporary fixing plate 2 detachably fixed at 7
In the case of a pin or a bolt, a pin insertion hole is provided at the lower end portion of the temporary fixing plate 28 and a predetermined position of the support rod 7. A screw insertion hole may be provided on the stopper plate 28 side and a screw hole may be provided on the support column insertion rod 7 side. The inclusion according to this embodiment also has a simple structure, can be manufactured at low cost, and is easy to handle.
【0024】図15及び図16に示す介在物は、図13
及び図14に示すものと同様な仮止め用プレート29か
らなるもので、このプレート29を支柱嵌挿杆7の側面
に添わせた状態で、アンカー金物11上に載置し、この
プレート29の上端で堰壁笠木2の上壁部2c下面を受
支し、それによって堰壁笠木2を仮止めするようにして
いる。これによれば、前記スペーサ25,26と同様に
コストがかからず、取扱いも容易である。The inclusions shown in FIG. 15 and FIG.
A temporary fixing plate 29 similar to that shown in FIG. 14 is placed on the anchor hardware 11 with the plate 29 attached to the side surface of the support rod 7. The upper end supports the lower surface of the upper wall portion 2c of the weir wall cap 2 so that the weir wall cap 2 is temporarily fixed. According to this, as in the case of the spacers 25 and 26, the cost is low and the handling is easy.
【0025】図17及び図18に示す介在物は、支柱嵌
挿杆7の所定位置に設けたピン挿通孔またはねじ孔7a
にピンまたはボルト30を挿通または螺通させて、この
ピンまたはボルト30の両側突出端部30a,30bに
よって堰壁笠木2の上壁部2c下面を受支し、それによ
って堰壁笠木2を堰壁1から所定高さ位置に仮止めする
ようにしている。これによると、構造がきわめて簡単
で、堰壁笠木2を支柱嵌挿杆7に対して確実に固定させ
ることができる。The inclusion shown in FIGS. 17 and 18 is a pin insertion hole or a screw hole 7a provided at a predetermined position of the support rod 7.
A pin or bolt 30 is inserted or screwed into the lower wall, and the lower surface of the upper wall portion 2c of the dam wall 2 is supported by the projecting ends 30a, 30b of the pins or bolts 30. It is temporarily fixed at a predetermined height from the wall 1. According to this, the structure is very simple, and the weir-walled skirting 2 can be securely fixed to the support rod 7.
【0026】図19及び図20に示す介在物は、水平板
31aと垂直板31bを備えたL字形の仮止め用プレー
ト31と、この仮止め用プレート31の下端部を支柱嵌
挿杆7の側面との間で挟着して固定するためのシャコ万
力21(締結具)とからなるもので、仮止め用プレート
31の垂直板31bを支柱嵌挿杆7側面の所定位置に締
結固定し、水平板31aによって堰壁笠木2の屋内外両
垂壁部2a,2bの下端を支持するようにしている。シ
ャコ万力21については、図8及び図9に示したものと
同じものである。また、図21及び図22に示す介在物
は、仮止め用プレート32を垂直板のみで構成して、そ
の上端で堰壁笠木2の上壁部2c下面を支持するように
した点が図19及び図20の介在物と異なるだけで、他
の構成については同様である。これらの実施例の介在物
によれば、シャコ万力21によって仮止め高さ位置を任
意に調整できると共に、その位置に確実に固定すること
ができる。The inclusion shown in FIGS. 19 and 20 is an L-shaped temporary fixing plate 31 having a horizontal plate 31a and a vertical plate 31b, and the lower end of the temporary fixing plate 31 It consists of a giant vise 21 (fastener) for sandwiching and fixing between the side surfaces, and the vertical plate 31b of the temporary fixing plate 31 is fastened and fixed at a predetermined position on the side surface of the support rod 7. The horizontal plate 31a supports the lower ends of both the indoor and outdoor vertical walls 2a and 2b of the weir wall cap 2. The giant vise 21 is the same as that shown in FIGS. 8 and 9. The inclusion shown in FIGS. 21 and 22 is different from that of FIG. 19 in that the temporary fixing plate 32 is composed of only a vertical plate, and the upper end of the temporary supporting plate 32 supports the lower surface of the upper wall 2c of the weir wall cover 2. 20 except for the inclusions shown in FIG. According to the inclusions of these embodiments, the temporary fixing height position can be arbitrarily adjusted by the giant vise 21 and can be securely fixed at that position.
【0027】[0027]
【0028】[0028]
【0029】[0029]
【0030】[0030]
【発明の作用及び効果】本発明によれば、複数本の笠木
支柱と手摺り笠木の下側部材と堰壁笠木とを相互連結し
て形成した手摺り本体の各笠木支柱に、支柱嵌挿杆を嵌
挿した状態で、堰壁笠木と堰壁または支柱嵌挿杆との間
の介在物によって堰壁笠木を仮止めすることにより、支
柱嵌挿杆を手摺り本体の各笠木支柱に対し予め位置決め
することができる。According to the present invention, according to the present invention, a support is inserted into each support of a handrail body formed by interconnecting a plurality of support members, a lower member of a handrail support, and a weir wall cover. In the state where the rods are inserted, by temporarily fixing the weir wall caps with an intervening member between the weir wall cap and the weir wall or the prop insertion rods, the prop fitting insertion rods are attached to each of the cap support of the handrail body. It can be pre-positioned.
【0031】したがって、この取付け方法によれば、従
来のように笠木支柱とこれらの笠木支柱に嵌挿される支
柱嵌挿杆との煩雑な位置調整を行う必要がなくなり、手
摺り取付け作業の作業性を著しく向上することができ
る。また、この取付け方法では、仮止めした段階で手摺
り本体の取付位置を堰壁長手方向あるいは屋内外方向に
関して調整することが可能となるため、手摺りの取付け
を適正に行うことができる。Therefore, according to this mounting method, it is not necessary to perform a complicated position adjustment between the sash support and the support fitting rod to be inserted into the sash support as in the prior art, and the workability of the handrail mounting work is eliminated. Can be significantly improved. Further, in this mounting method, the mounting position of the handrail main body can be adjusted in the longitudinal direction of the weir wall or in the indoor / outdoor direction at the temporarily fixed stage, so that the handrail can be mounted properly.
【0032】前記介在物として、上端部で手摺り本体の
堰壁笠木を受支し且つ下端部を堰壁側面に当接させるよ
うにした仮止め用金具と、この仮止め用金具の下端部を
堰壁側面との間で挟着して固定する締結具とからなる構
成を採用すれば、堰壁笠木の仮止めを簡単な操作で確実
に行うことができると共に、堰壁笠木の仮止め高さ位置
を任意に調整することができる。As the above-mentioned inclusions, a temporary fixing metal fitting which receives the dam wall of the handrail main body at the upper end and makes the lower end contact the side wall of the weir wall, and a lower end of the temporary fixing metal fitting And a fastener that clamps and clamps the damper between the side walls of the weir wall, the temporary stop of the weir wall canopy can be securely performed with a simple operation, and the temporary stop of the dam wall canopy. The height position can be adjusted arbitrarily.
【0033】また、手摺り本体の堰壁笠木と堰壁上面と
の間に介挿されるスペーサからなる介在物を使用すれ
ば、構造簡単が簡単であるから、介在物のコストが非常
に安くつく。Further, if an intervening member consisting of a spacer interposed between the weir wall of the handrail body and the upper surface of the weir wall is used, the structure is simple and the cost of the intervening object is very low. .
【0034】また、手摺り本体の堰壁笠木下面を上端部
で受持し且つ下端部を支柱嵌挿杆にピンまたはねじ具で
着脱可能に止着するようにした仮止め用プレートからな
る介在物を使用すれば、構造が簡単で安価に製作でき、
取扱いも容易である。Further, an interposition of a temporary fixing plate which receives the lower surface of the weir wall of the handrail body at the upper end portion and which is removably fastened to the support rod by a pin or a screw at the lower end portion. If you use things, the structure is simple and can be manufactured at low cost,
Handling is easy.
【0035】更に、支柱嵌挿杆の所定位置に設けたピン
挿通孔またはねじ孔にピンまたはボルトを挿通または螺
通させて、このピンまたはボルトの突出端部で堰壁笠木
の下面を受支するようにした構成よりなる介在物を使用
するときは、構造がきわめて簡単で、堰壁笠木を支柱嵌
挿杆に対して確実に固定させることができる。Further, a pin or a bolt is inserted or screwed into a pin insertion hole or a screw hole provided at a predetermined position of the column fitting insertion rod, and the lower end of the weir wall is supported by the protruding end of the pin or the bolt. In the case of using an intervening body having such a configuration as described above, the structure is extremely simple, and the dam wall can be securely fixed to the support rod.
【0036】更に、上端部で堰壁笠木を受支する仮止め
用プレートと、この仮止め用プレートの下端部を前記支
柱嵌挿杆の側面との間で挟着して固定する締結具とから
なる介在物を使用すれば、仮止め高さ位置を任意に調整
できると共に、その位置に確実に固定することができ
る。Further, there is provided a temporary fixing plate for receiving the weir wall capping at the upper end, and a fastener for fixing the lower end of the temporary fixing plate by sandwiching the lower end between the side surfaces of the support rod. The use of the interposed member makes it possible to arbitrarily adjust the temporary fixing height position and securely fix the temporary fixing height position.
【図1】本発明の一実施例を示す手摺りの一部断面外観
斜視図である。FIG. 1 is a partial cross-sectional external perspective view of a handrail according to an embodiment of the present invention.
【図2】図1に示す手摺りの拡大縦断面図である。FIG. 2 is an enlarged vertical sectional view of the handrail shown in FIG.
【図3】図2のX−X線拡大断面図である。FIG. 3 is an enlarged sectional view taken along line XX of FIG. 2;
【図4】図2のY−Y線拡大断面図である。FIG. 4 is an enlarged sectional view taken along line YY of FIG. 2;
【図5】支柱嵌挿杆、及びこの下端に取付けたアンカー
金物を示す斜視図である。FIG. 5 is a perspective view showing a column fitting rod and an anchor hardware attached to the lower end thereof.
【図6】仮止めの際に堰壁笠木が堰壁の上方へ引き上が
った状態を示す側面断面図である。FIG. 6 is a side cross-sectional view showing a state in which a weir wall cap is pulled up above the weir wall during temporary fixing.
【図7】堰壁笠木が仮止めされた状態を示す正面図であ
る。FIG. 7 is a front view showing a state where the weir wall cap is temporarily fixed.
【図8】図7のZ−Z線拡大断面図である。FIG. 8 is an enlarged sectional view taken along the line ZZ of FIG. 7;
【図9】図8を手摺り正面側からみた正面図である。FIG. 9 is a front view of FIG. 8 as viewed from the handrail front side.
【図10】本発明の他の実施例を示す図7と同様な正面
図である。FIG. 10 is a front view similar to FIG. 7, showing another embodiment of the present invention.
【図11】介在物の他の実施例を示す側面図である。FIG. 11 is a side view showing another embodiment of the inclusion.
【図12】介在物の更に他の実施例を示す側面図であ
る。FIG. 12 is a side view showing still another embodiment of the inclusion.
【図13】介在物の更に他の実施例を示す側面図であ
る。FIG. 13 is a side view showing still another embodiment of the inclusion.
【図14】同上の正面図である。FIG. 14 is a front view of the same.
【図15】介在物の更に他の実施例を示す側面図であ
る。FIG. 15 is a side view showing still another embodiment of the inclusion.
【図16】同上の正面図である。FIG. 16 is a front view of the same.
【図17】介在物の更に他の実施例を示す側面図であ
る。FIG. 17 is a side view showing still another embodiment of the inclusion.
【図18】同上の正面図である。FIG. 18 is a front view of the same.
【図19】介在物の更に他の実施例を示す側面図であ
る。FIG. 19 is a side view showing still another embodiment of the inclusion.
【図20】同上の正面図である。FIG. 20 is a front view of the same.
【図21】介在物の更に他の実施例を示す側面図であ
る。FIG. 21 is a side view showing still another embodiment of the inclusion.
【図22】同上の正面図である。FIG. 22 is a front view of the same.
1 堰壁 2 堰壁笠木 3 笠木支柱 4 手摺り笠木 A 手摺り本体 7 支柱嵌挿杆 10 手摺り笠木の下側部材 11 アンカー金物 18 介在物 20 仮止め用金具 21 シャコ万力(締結具) 25 スペーサ 26 スペーサ 28 仮止めプレート 29 仮止めプレート DESCRIPTION OF SYMBOLS 1 Weir wall 2 Weir wall cap tree 3 Kasagi prop 4 Handrail cap A Handrail main body 7 Post insertion rod 10 Handrail cap lower part member 11 Anchor hardware 18 Inclusions 20 Temporary fixing bracket 21 Sharp vise (fastener) 25 Spacer 26 Spacer 28 Temporary fixing plate 29 Temporary fixing plate
Claims (1)
字状の堰壁笠木2と、この堰壁笠木2上に立設される複
数の筒状笠木支柱3と、各笠木支柱3の上端に亘って横
架される手摺り笠木4の下側構成部材10とを相互に連
結して手摺り本体Aを形成し、この手摺り本体Aの堰壁
笠木2下面側より各笠木支柱3の内部へ、堰壁1上に立
設される支柱嵌挿杆7を突入嵌挿させると共に、堰壁笠
木2を、堰壁1または支柱嵌挿杆7との間に介在させた
介在物18、即ちこの介在物18として、上端部で手摺
り本体Aの堰壁笠木2を受支し且つ下端部を堰壁1側面
に当接させるようにした仮止め用金具20と、この仮止
め用金具20の下端部を堰壁1側面との間で挟着して固
定する締結具21とからなるもの、あるいは堰壁笠木2
と堰壁1上面との間に介挿されるスペーサ25からなる
もの、あるいは堰壁笠木2下面を上端部で受持し且つ下
端部を支柱嵌挿杆7にピンまたはねじ具で着脱可能に止
着するようにした仮止め用プレート28からなるもの、
あるいは支柱嵌挿杆7の側面に沿って配置され且つ上端
で堰壁笠木2の下面を受支する仮止め用プレート32
と、この仮止め用プレート32の下端部を前記支柱嵌挿
杆7の側面との間で挟着して固定する締結具21とから
なるもの、あるいは支柱嵌挿杆7の所定位置に設けたピ
ン挿通孔またはねじ孔にピンまたはボルトを挿通または
螺通させて、このピンまたはボルトの突出端部で堰壁笠
木2を受支するようにしたものの何れかによって堰壁1
から上方へ離れた所定高さ位置に仮止めし、しかして各
支柱嵌挿杆7を堰壁1上に立設した後、前記介在物18
を除去して堰壁笠木2の仮止めを解除し、これにより手
摺り本体Aを降下させ、堰壁笠木2が堰壁1頂部に被嵌
する位置で各笠木支柱3と支柱嵌挿杆7とを連結固定し
てなる手摺りの取付け方法。And 1. A cross section downwardly U-shaped weir wall coping 2 to be crowned in the top of the weir wall 1, a plurality of tubular coping column 3 erected on the weir wall coping 2, each coping post 3 of the lower structure member 10 of the handrail coping 4 that is laterally bridged over the upper end interconnected to form a handrail main body a, each from weir wall coping 2 lower side of the handrail main body a coping A pillar fitting insertion rod 7 erected on the weir wall 1 is inserted and inserted into the inside of the pillar 3 , and the dam wall cap 2 is interposed between the weir wall 1 and the pillar fitting insertion rod 7. An object 18, that is, a handrail at the upper end as the inclusion 18
The main body A receives the dam 2 and the lower end is on the side of the dam 1.
And a temporary fixing bracket 20 that is brought into contact with
The lower end of the metal fitting 20 is sandwiched between the side wall of the weir wall 1 and fixed.
Fastener 21 to be set, or dam wall 2
And a spacer 25 inserted between the dam wall 1 and the upper surface thereof.
And the lower surface of the weir-walled cape 2
The end is detachably secured to the support rod 7 with pins or screws.
A temporary fixing plate 28 to be worn;
Alternatively, it is disposed along the side surface of the support rod 7 and
Plate 32 for supporting the lower surface of the weir wall cover 2
And the lower end of the temporary fixing plate 32 is
From the fastener 21 which is sandwiched and fixed between the side surfaces of the rod 7
Or a pin provided at a predetermined position of the support rod 7.
Insert a pin or bolt into the insertion hole or screw hole, or
Thread the projecting end of this pin or bolt into the weir
Weir wall 1 by any of those adapted to receive trees 2
After the temporarily fixed at a predetermined height position apart upward and erected Thus each strut fitting挿杆7 on weir wall 1, the inclusions 18
Is removed to release the temporary fixing of the weir wall shed 2 , whereby the handrail main body A is lowered, and at the position where the weir wall shed 2 is fitted on the top of the weir wall 1 , each of the shed struts 3 and the strut fitting rods 7. A method of attaching a handrail that is connected and fixed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4347169A JP2781319B2 (en) | 1992-12-25 | 1992-12-25 | How to attach the handrail |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4347169A JP2781319B2 (en) | 1992-12-25 | 1992-12-25 | How to attach the handrail |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06193224A JPH06193224A (en) | 1994-07-12 |
JP2781319B2 true JP2781319B2 (en) | 1998-07-30 |
Family
ID=18388386
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4347169A Expired - Fee Related JP2781319B2 (en) | 1992-12-25 | 1992-12-25 | How to attach the handrail |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2781319B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4573222B2 (en) * | 2001-06-22 | 2010-11-04 | 東レ建設株式会社 | FRP roof plate mounting device |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04366268A (en) * | 1991-06-14 | 1992-12-18 | San Rail:Kk | Fitting method of hand rail |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH074272Y2 (en) * | 1988-12-24 | 1995-02-01 | 立山アルミニウム工業株式会社 | Temporary auxiliary device for handrail |
-
1992
- 1992-12-25 JP JP4347169A patent/JP2781319B2/en not_active Expired - Fee Related
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04366268A (en) * | 1991-06-14 | 1992-12-18 | San Rail:Kk | Fitting method of hand rail |
Also Published As
Publication number | Publication date |
---|---|
JPH06193224A (en) | 1994-07-12 |
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