JPH0335781Y2 - - Google Patents

Info

Publication number
JPH0335781Y2
JPH0335781Y2 JP1984111334U JP11133484U JPH0335781Y2 JP H0335781 Y2 JPH0335781 Y2 JP H0335781Y2 JP 1984111334 U JP1984111334 U JP 1984111334U JP 11133484 U JP11133484 U JP 11133484U JP H0335781 Y2 JPH0335781 Y2 JP H0335781Y2
Authority
JP
Japan
Prior art keywords
weir wall
fitting
support
handrail
cap
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
Application number
JP1984111334U
Other languages
Japanese (ja)
Other versions
JPS6126833U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP11133484U priority Critical patent/JPS6126833U/en
Publication of JPS6126833U publication Critical patent/JPS6126833U/en
Application granted granted Critical
Publication of JPH0335781Y2 publication Critical patent/JPH0335781Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Fencing (AREA)

Description

【考案の詳細な説明】 本考案は、建物の屋上やベランダの周囲壁、あ
るいは塀を構成する立壁等の所謂堰壁上に立設す
る手摺りの取付装置に関する。
[Detailed Description of the Invention] The present invention relates to a handrail mounting device that is installed on a so-called weir wall, such as the roof of a building, the surrounding wall of a balcony, or a standing wall constituting a fence.

従来汎用の手摺りは、屋上やベランダの周囲壁
を構成する堰壁よりも内側位置にコンクリートの
根巻き等を施して立設されていることから、手摺
りの外側にデツドスペースを生じてそれだけ屋上
やベランダの利用スペースが狭くなる欠点があ
り、また手摺りの立設表面には下地モルタル層、
防水処理層、仕上げモルタル層等の表面被覆層が
形成されているため、上記根巻きしたコンクリー
トの結着力が建屋躯体には直接に及んでおらず、
立設強度が不充分であつた。
Traditionally, general-purpose handrails are installed with concrete roots wrapped inside the weir walls that make up the surrounding walls of rooftops and balconies, which creates a dead space on the outside of the handrail, which increases the amount of space on the rooftop. This has the disadvantage that the usable space on the balcony or balcony is narrowed, and the surface where the handrail is installed has a base mortar layer,
Because surface coating layers such as a waterproofing layer and finishing mortar layer are formed, the binding force of the wrapped concrete does not directly reach the building frame.
The erection strength was insufficient.

本考案は、上記従来の欠点を解消するためにな
されたもので、手摺りを堰壁上に立設することに
より屋上やベランダにおける従来のデツドスペー
スを解消すると共に、充分な立設強度を保持さ
せ、且つ取付施工の容易化を図り得る手摺りの取
付装置を提供することを目的としている。
This invention was made to eliminate the above-mentioned drawbacks of the conventional methods.By installing handrails upright on the weir walls, it eliminates the conventional dead space on rooftops and balconies, and maintains sufficient erection strength. It is an object of the present invention to provide a handrail mounting device that can facilitate installation work.

以下、本考案を図示実施例に基づいて説明す
る。
Hereinafter, the present invention will be explained based on illustrated embodiments.

第1図において、1は屋上やベランダ等の堰壁
であり、その頂部に冠着された堰壁笠木2上に四
角筒形支柱3,3…が所定間隔で立設され、これ
ら支柱3,3…の各上端が水平にわたされた手摺
り笠木4にT字型に結合され、更に支柱3,3間
に下部位置で橋架する横桟5,5…、ならびに手
摺り笠木4と横桟5とに上下両端を支持固定した
竪桟6,6…が配されている。7は各支柱3の根
元に嵌着した方形皿状の化粧キヤツプである。
In Fig. 1, reference numeral 1 denotes a weir wall such as a rooftop or balcony, and rectangular cylindrical supports 3, 3, . The upper ends of 3... are connected in a T-shape to the horizontally extending handrail cap 4, and furthermore, the horizontal beams 5, 5... bridge between the supports 3, 3 at the lower positions, and the handrail cap 4 and the horizontal beams. Vertical bars 6, 6, . . . whose upper and lower ends are supported and fixed are arranged on the 5 and 5. 7 is a rectangular dish-shaped decorative cap fitted at the base of each support 3.

第2図は上記手摺りの取付けに使用される接続
用金具8を示す。この接続用金具8は、鉄やステ
ンレス鋼からなる一枚板を伏皿形に曲折形成して
中央部に上方凸状の笠木受け部8aを設けると共
にその両側に接続片8b,8bを設けたものであ
り、笠木受け部8aの上面中央部には円形の通し
ボルト挿通孔9とこれを取囲むように周方向等配
配置した小径のビス挿通孔10,10…が穿設さ
れ、また両接続片8b,8bにはそれぞれ屋内外
方向に長い結合用ボルト挿通孔11,11が穿設
されている。
FIG. 2 shows a connecting fitting 8 used for attaching the handrail. This connecting fitting 8 is made by bending a single plate made of iron or stainless steel into a flat plate shape, and providing an upwardly convex capacitor receiving part 8a in the center, and connecting pieces 8b, 8b on both sides thereof. In the center of the upper surface of the Kasagi receiving part 8a, a circular through-bolt insertion hole 9 and small-diameter screw insertion holes 10, 10, etc., which are equally spaced in the circumferential direction surrounding the through-bolt insertion hole 9, are bored. The connecting pieces 8b, 8b are provided with connecting bolt insertion holes 11, 11, which are long in the indoor/outdoor direction, respectively.

第3図は堰壁1が軽量発泡コンクリート
(ALC)製である場合に使用されるアンカー金具
12を示す。このアンカー金具12は鉄やステン
レス鋼等からなる一枚板を略下向きコ字状に折曲
形成したもので、天板部12aに前記接続用金具
8の各結合用ボルト挿通孔11に対応する結合用
ボルト13aが上方突出する状態で植設され、ま
た屋内外両側壁部12b,12bにはそれぞれの
中央部に下端端側から切り起こし形成されて斜め
外側に張出した係合片14を備えると共に、両側
下部にそれぞれ上下に長いアンカーボルト挿通孔
15,15が穿設されている。
FIG. 3 shows an anchor fitting 12 used when the weir wall 1 is made of lightweight foamed concrete (ALC). This anchor metal fitting 12 is formed by bending a single plate made of iron, stainless steel, etc. into a substantially downward U-shape, and has a top plate portion 12a that corresponds to each coupling bolt insertion hole 11 of the connection metal fitting 8. A connecting bolt 13a is installed in a state that projects upward, and both indoor and outdoor wall portions 12b are provided with an engagement piece 14 cut and raised from the lower end side in the center of each of them and protruding diagonally outward. At the same time, vertically long anchor bolt insertion holes 15, 15 are bored in the lower portions of both sides, respectively.

一方、堰壁笠木2は、第4図で示す如くアルミ
ニウムまたはその合金の押出型材等で形成した断
面略下向きコ字状の長尺板材からなり、外側垂壁
部2cを内側垂壁部2bより高くして天板部2a
を屋内側が低くなるように緩傾斜させることによ
り水切り性を付与している。しかしてこの天板部
2aの傾斜度合は接続用金具8の笠木受け部8a
のそれと合致している。また天板部2aに支柱3
に対応する位置に支柱3の断面より一回り大きい
方形穴16が開設され、且つ両垂壁部2b,2c
の下端部内側に下向きに曲折する略L字状リブ2
d,2dが突設され、各リブ2d,2dと垂壁部
2b,2cの各下端との間で下向きに開放した溝
17が構成されている。また支柱3は第5図で示
すように、アルミニウムまたはその合金の押出型
材等から形成されて内面に長手方向に沿う複数の
ビスポケツト3a,3a…が設けられている。
On the other hand, as shown in FIG. 4, the weir wall cap 2 is made of a long plate material made of extruded aluminum or its alloy and has a substantially downward U-shaped cross section, with the outer hanging wall portion 2c extending from the inner hanging wall portion 2b. Raise the top plate part 2a
By sloping the roof gently so that the indoor side is lower, drainage is improved. However, the degree of inclination of the top plate part 2a of the lever is
It is consistent with that of Also, the support 3 is attached to the top plate 2a.
A square hole 16 that is one size larger than the cross section of the support column 3 is opened at a position corresponding to
Roughly L-shaped rib 2 that bends downward inside the lower end of
d and 2d are provided in a protruding manner, and a downwardly open groove 17 is formed between each of the ribs 2d and 2d and the lower ends of each of the hanging wall portions 2b and 2c. Further, as shown in FIG. 5, the support column 3 is formed from an extruded material of aluminum or its alloy, and has a plurality of bis pockets 3a, 3a, . . . provided on its inner surface along the longitudinal direction.

手摺りを取付けるには、第4図の如く、堰壁1
の頂部にアンカー金具12を跨嵌し、且つ屋内側
の側壁部12bと堰壁1の屋内側面との間にその
間隙の度合に応じたスペーサ18aを介挿し、両
側壁部12b,12b間にアンカーボルト19a
を堰壁1を貫通して挿通させ、両側よりナツト1
9b,19bを締め付け固定する。この時、アン
カーボルト19aの取付位置の高低誤差はアンカ
ーボルト挿通孔15の長さの範囲で吸収される。
一方、支柱3の根元に接続用金具8の笠木受け部
8aを当接して、その各ビス挿通孔10を通して
ビスポケツト3aにビス20をねじ込むと共に、
支柱3内に挿通した通しボルト21aの下端を通
しボルト挿通孔9から下方へ突出させ、ナツト2
1bを螺着することにより、支柱3と接続用金具
8とを一体的に固着する。しかしてアンカー金具
12上に必要に応じてスペーサ18bを介挿し、
上記一体物の接続用金具8を各結合用ボルト13
aが結合用ボルト挿通孔11に貫通するようにア
ンカー金具12上に載置し、第6図で示すよう
に、各結合用ボルト13aにナツト13bを螺着
して両金具8,12を連結固定して支柱3を立設
する。この時、接続用金具8の高さはスペーサ1
8bの厚みによつて調整できると共に、屋内外方
向の位置調整も結合用ボルト挿通孔11の範囲で
行える。次に接続用金具8上に堰壁笠木2を載
せ、そのリブ2d,2dの基部にアンカー金具1
2の係合片14の先端を材料弾性を利用して圧嵌
し、天板部2aを接続用金具8の笠木受け部8a
上に重合することにより堰壁1に冠着する。続い
て支柱3の下端外周囲と堰壁笠木2の方形穴16
内周囲と接続用金具8の笠木受け部8aとの間で
構成される環状溝22にコーキング材23を充填
し、この上に化粧キヤツプ7を装着して支柱3の
根元を水密封止する。また堰壁笠木2の両垂壁部
2b,2cの下端には断面略L字状の水密材保持
具24を溝17にビス25をねじ込んで固定し、
該保持具24先端の断面略コ字状枠部24aに嵌
着したゴム等からなる水密材26によつて両垂壁
部2b,2cと堰壁1両側面との間を水密封止す
る。1aは堰壁1の頂面から屋内側面にわたつて
貼着した防水シート、27は堰壁1の屋内側に設
けたモルタル層である。一方、手摺り笠木4と支
柱3との連結は、支柱3の上端と手摺り笠木4の
底板4aとを下端部と同様に各ビスポケツト3a
に螺入するビス20を介して固着すると共に、通
しボルト21aの上端を底板4aを貫通して上方
突出させ、ナツト21bを螺合締着し、更に底板
4aに断面略逆U字状の上板4bを係嵌して行わ
れる。
To install the handrail, install the weir wall 1 as shown in Figure 4.
The anchor fitting 12 is fitted across the top of the weir wall 1, and a spacer 18a is inserted between the indoor side wall 12b and the indoor side of the weir wall 1 according to the degree of the gap between the two side walls 12b, 12b. Anchor bolt 19a
is inserted through the weir wall 1, and the nut 1 is inserted from both sides.
Tighten and fix 9b and 19b. At this time, the height error in the mounting position of the anchor bolt 19a is absorbed within the length range of the anchor bolt insertion hole 15.
On the other hand, contact the Kasagi receiving part 8a of the connection fitting 8 with the base of the support column 3, screw the screws 20 into the screw pockets 3a through the respective screw insertion holes 10, and
The lower end of the through bolt 21a inserted into the support column 3 is made to protrude downward from the through bolt insertion hole 9, and the nut 2
By screwing 1b, the support 3 and the connection fitting 8 are fixed together. Then, insert the spacer 18b on the anchor fitting 12 as necessary,
Connecting the connecting fittings 8 of the above-mentioned one piece with each connecting bolt 13
A is placed on the anchor fitting 12 so that it passes through the coupling bolt insertion hole 11, and as shown in FIG. Fix it and erect the support post 3. At this time, the height of the connection fitting 8 is equal to the height of the spacer 1.
Adjustment can be made by adjusting the thickness of the connecting bolt 8b, and the position can also be adjusted in the indoor and outdoor directions within the range of the coupling bolt insertion hole 11. Next, the weir wall cap 2 is placed on the connection fitting 8, and the anchor fitting 1 is placed on the base of the ribs 2d, 2d.
The tips of the engaging pieces 14 of 2 are press-fitted using the elasticity of the material, and the top plate portion 2a is connected to the capacitor receiving portion 8a of the connecting fitting 8.
By polymerizing on top, it is attached to the weir wall 1. Next, the outer circumference of the lower end of the pillar 3 and the square hole 16 of the weir wall cap 2
An annular groove 22 formed between the inner periphery and a cap holder 8a of a connecting fitting 8 is filled with a caulking material 23, and a decorative cap 7 is attached thereon to watertightly seal the base of the support 3. Further, a watertight material holder 24 having a substantially L-shaped cross section is fixed to the lower ends of both hanging wall portions 2b and 2c of the weir wall cap 2 by screwing screws 25 into the groove 17.
A watertight material 26 made of rubber or the like fitted to a frame portion 24a having a generally U-shaped cross section at the tip of the holder 24 provides a watertight seal between both hanging wall portions 2b, 2c and both side surfaces of the weir wall 1. 1a is a waterproof sheet pasted from the top surface of the weir wall 1 to the indoor side surface, and 27 is a mortar layer provided on the indoor side of the weir wall 1. On the other hand, the handrail cap 4 and the support post 3 are connected by connecting the upper end of the support post 3 and the bottom plate 4a of the handrail cap 4 to each bis pocket 3a in the same way as the lower end.
At the same time, the upper end of the through bolt 21a penetrates the bottom plate 4a and protrudes upward through the screw 20, and the nut 21b is screwed and tightened. This is done by engaging the plate 4b.

以上は堰壁1がALC製である場合について説
明したが、堰壁1が鉄筋コンクリート(RC)製
である場合、例えば第7図で示すように、前記ア
ンカー金具12の代わりに同様に結合用ボルト1
3aを植設した鉄やステンレス鋼等からなる平板
状のアンカー金具28を使用し、他の各部品は前
記第4図示のものと同様にして、堰壁1にホール
インアンカーやドライピツト等の基礎植込杆29
をアンカー金具28を貫通して打込むことによ
り、アンカー金具28を堰壁1頂部に固着し、以
降は前述したALC製堰壁における場合と同様に
支柱3と接続用金具8との連結、接続用金具8と
アンカー金具28との連結、堰壁笠木2の冠着、
コーキング材23の充填、化粧キヤツプ7の嵌
着、水密材保持具24のビス止めを行えばよい。
The case where the weir wall 1 is made of ALC has been described above, but if the weir wall 1 is made of reinforced concrete (RC), for example, as shown in FIG. 1
Using a flat anchor fitting 28 made of iron, stainless steel, etc., with a hole-in anchor or dry pit installed on the weir wall 1, the other parts are the same as those shown in the fourth figure. Shipped rod 29
By driving through the anchor fitting 28, the anchor fitting 28 is fixed to the top of the weir wall 1, and from then on, the support 3 and the connecting fitting 8 are connected and connected in the same manner as in the case of the ALC weir wall described above. Connection of the fitting 8 and the anchor fitting 28, crowning of the weir wall cap 2,
What is necessary is to fill the caulking material 23, fit the decorative cap 7, and fasten the watertight material holder 24 with screws.

尚、以上においてはALC用およびRC用の各1
種のアンカー金具12,28と1種の接続用金具
8を例示したが、これらの構造ならびにアンカー
金具の堰壁1に対する固着方式は例示以外に種々
変更可能であり、また堰壁1が鉄骨製、木製、ブ
ロツク製等の他の材質である場合にも本考案を適
用でき、更に支柱3を四角筒状以外の円筒形等の
他の形状としても差し支えない。また上記実施例
では支柱3内に挿通した通しボルト21aとナツ
ト21bを支柱3と接続用金具8との連結の補助
具として利用しているが、ビスポケツト3aとビ
ス20による連結強度が非常に大きいことから、
このような補助具は省略することも可能である。
しかしてビスポケツト3aの数は周方向に等配す
る形で3個以上あることが望ましい。
In addition, in the above, one each for ALC and RC.
Although various types of anchor fittings 12 and 28 and one type of connection fitting 8 are illustrated, the structure of these and the method of fixing the anchor fittings to the weir wall 1 can be modified in various ways other than those shown in the examples, and the weir wall 1 may be made of steel. The present invention can also be applied to cases where the support pillar 3 is made of other materials such as wood, block, etc. Furthermore, the support support 3 may have a shape other than a square cylinder, such as a cylindrical shape. In addition, in the above embodiment, the through bolt 21a and nut 21b inserted into the pillar 3 are used as auxiliary tools for connecting the pillar 3 and the connecting fitting 8, but the connection strength by the bis pocket 3a and the screw 20 is very high. Therefore,
Such auxiliary tools can also be omitted.
Therefore, it is desirable that the number of bis pockets 3a be three or more and equally distributed in the circumferential direction.

以上のように本考案に係る手摺りの取付装置は
手摺りを堰壁上に直接に立設するものであるか
ら、従来の如く手摺りの外周部にデツドスペース
を生じることがなく、屋上やベランダの利用スペ
ースを最大限に広くとることが可能となり、また
堰壁笠木の取付けと手摺りの立設とを同時に行う
ので作業手数が従来に比較して大きく低減され
る。しかも堰壁頂部に固着するアンカー金具に上
方へ突出する結合用ボルトを植設し、堰壁笠木と
アンカー金具との間に介在させる接続用金具に上
記ボルトの挿通孔と笠木受け部とを形成し、両金
具を上記結合用ボルトに螺合するナツトにて締着
固定するものであるから、両金具間にスペーサ等
を介挿することによつて接続用金具の高さを任意
に調整でき、よつて堰壁自体の頂面に高低差があ
つても支障なく確実に手摺りを取付けることが可
能である。更に筒形支柱と接続用金具との連結
を、支柱内面にその長手方向に沿つて形成した複
数のビスポケツトとこれに螺着するビスとを介し
て行つているから連結強度が大きく、手摺りの立
設強度が充分で安全性に優れたものとなる。しか
して接続用金具およびアンカー金具は構造簡単で
安価に製作でき、また両者の連結が容易であるか
ら手摺り全体の取付作業も簡略化される利点があ
る。
As described above, since the handrail mounting device according to the present invention erects the handrail directly on the weir wall, there is no dead space around the outer periphery of the handrail unlike in the past, and it can be used on rooftops and balconies. This makes it possible to maximize the usable space, and since the installation of the weir wall cap and the erection of the handrails are done at the same time, the number of work steps is greatly reduced compared to the conventional method. In addition, a connecting bolt that protrudes upward is installed in the anchor fitting fixed to the top of the weir wall, and an insertion hole for the bolt and a cap receiving part are formed in the connecting fitting interposed between the weir wall cap and the anchor fitting. However, since both metal fittings are tightened and fixed with a nut that is screwed onto the above-mentioned connecting bolt, the height of the connecting metal fittings can be adjusted as desired by inserting a spacer etc. between the two metal fittings. Therefore, even if there is a height difference on the top surface of the weir wall itself, it is possible to reliably attach the handrail without any problem. Furthermore, the connection between the cylindrical column and the connecting fitting is achieved through a plurality of bis pockets formed along the longitudinal direction on the inner surface of the column and screws that are screwed into these, which increases the connection strength and improves the handrail. The installation strength is sufficient and safety is excellent. Therefore, the connecting fittings and the anchor fittings have a simple structure and can be manufactured at low cost, and since they can be easily connected, there is an advantage that the installation work of the entire handrail is simplified.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本考案の実施例を示すもので、第1図は
手摺りの取付状態を示す外観斜視図、第2図は接
続用金具の斜視図、第3図は第1実施例に使用す
るアンカー金具の斜視図、第4図は同実施例の手
摺りの取付操作を示す縦断面図、第5図は第4図
の−線の断面図、第6図は同実施例の手摺り
の取付後の縦断面図、第7図は第2実施例の手摺
りの取付状態を示す要部縦断面図である。 1…堰壁、2…堰壁笠木、3…支柱、3a…ビ
スポケツト、4…手摺り笠木、8…接続用金具、
8a…笠木受け部、11…結合用ボルト挿通孔、
12…アンカー金具、13a…結合用ボルト、1
3b…ナツト、20…ビス、28…アンカー金
具。
The drawings show an embodiment of the present invention; Fig. 1 is an external perspective view showing how the handrail is installed, Fig. 2 is a perspective view of the connection fitting, and Fig. 3 is an anchor used in the first embodiment. A perspective view of the metal fittings, FIG. 4 is a vertical sectional view showing the handrail installation operation of the same embodiment, FIG. 5 is a sectional view taken along the - line in FIG. 4, and FIG. 6 is a handrail installation of the same embodiment. The later longitudinal cross-sectional view, FIG. 7, is a vertical cross-sectional view of a main part showing the state in which the handrail is attached in the second embodiment. 1... Weir wall, 2... Weir wall cap, 3... Support, 3a... Bis pocket, 4... Handrail cap, 8... Connection fittings,
8a... Kasagi receiving part, 11... Connection bolt insertion hole,
12... Anchor fitting, 13a... Connection bolt, 1
3b... Nut, 20... Screw, 28... Anchor metal fittings.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 手摺り笠木と筒形支柱とをT字型に連結した手
摺りを堰壁上に立設する取付装置において、上記
支柱の内面にその長手方向に沿う複数のビスポケ
ツトを形成し、堰壁頂部に配置するアンカー金具
に上方へ突出する結合用ボルトを植設し、堰壁笠
木と上記アンカー金具との間に介在させる接続用
金具を上頂面と両底面を有する皿型断面形状に折
曲げ上頂面に上記ボルトの挿通孔と笠木受け部と
を形成し、上記各ビスポケツトに螺着するビスを
介して支柱根元に接続用金具の上頂面を固着し、
この接続用金具の両底面と堰壁上に固着したアン
カー金具とを上記結合用ボルトに螺合するナツト
にて締結固定して支柱を立設すると共に、支柱を
通す穴を有する堰壁笠木を接続用金具の笠木受け
部上に重合して堰壁頂部に冠着し堰壁笠木の穴と
支柱と笠木受け部で囲まれる空隙にはコーキング
材を充填したことを特徴とする手摺りの取付装
置。
In a mounting device for erecting a handrail on a weir wall, in which a handrail cap and a cylindrical support are connected in a T-shape, a plurality of bis pockets are formed along the longitudinal direction on the inner surface of the support, and a plurality of bis pockets are formed on the top of the weir wall. A connecting bolt protruding upward is planted in the anchor fitting to be placed, and the connecting fitting to be interposed between the weir wall cap and the anchor fitting is bent into a dish-shaped cross-sectional shape having an upper top surface and both bottom surfaces. Forming an insertion hole for the bolt and a Kasagi receiving part on the top surface, fixing the top surface of the connecting fitting to the base of the support via screws that are screwed into each of the bis pockets,
Both bottoms of this connection fitting and the anchor fitting fixed on the weir wall are fastened and fixed with a nut screwed onto the above-mentioned connecting bolt, and a support is erected, and a weir wall cap with a hole for passing the support is installed. Installation of a handrail characterized in that the connection fitting is superimposed on the capacitor receiving part and attached to the top of the weir wall, and the hole surrounded by the weir wall capillary, the support, and the capacitor receiving part is filled with caulking material. Device.
JP11133484U 1984-07-23 1984-07-23 handrail attachment device Granted JPS6126833U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11133484U JPS6126833U (en) 1984-07-23 1984-07-23 handrail attachment device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11133484U JPS6126833U (en) 1984-07-23 1984-07-23 handrail attachment device

Publications (2)

Publication Number Publication Date
JPS6126833U JPS6126833U (en) 1986-02-18
JPH0335781Y2 true JPH0335781Y2 (en) 1991-07-30

Family

ID=30670431

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11133484U Granted JPS6126833U (en) 1984-07-23 1984-07-23 handrail attachment device

Country Status (1)

Country Link
JP (1) JPS6126833U (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH041227Y2 (en) * 1986-06-06 1992-01-16
JPH0510094Y2 (en) * 1987-12-11 1993-03-12
JPH0527622Y2 (en) * 1988-02-18 1993-07-14
JPH0519455Y2 (en) * 1988-05-21 1993-05-21
JPH071405Y2 (en) * 1988-06-21 1995-01-18 新日軽株式会社 Stanchion fixing device
JP2593396B2 (en) * 1993-02-22 1997-03-26 理研軽金属工業株式会社 Handrail Kasagi

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5813769Y2 (en) * 1980-12-11 1983-03-17 出光石油化学株式会社 handbag
JPS5927466Y2 (en) * 1981-06-11 1984-08-09 西濃アルナ販売株式会社 Handrail installation device
JPS5974227U (en) * 1982-11-10 1984-05-19 株式会社サンレ−ル handrail attachment device

Also Published As

Publication number Publication date
JPS6126833U (en) 1986-02-18

Similar Documents

Publication Publication Date Title
JPS6217551Y2 (en)
JPS6217552Y2 (en)
JPH0335783Y2 (en)
JPH0338348Y2 (en)
JPH055982B2 (en)
JPH0335778Y2 (en)
JPH0335787Y2 (en)
JPH0335782Y2 (en)
JPH0335779Y2 (en)
JPH0335788Y2 (en)
JPH0335785Y2 (en)
JPH0335789Y2 (en)
JPH0337319Y2 (en)
JPS6315476Y2 (en)
JPH0335780Y2 (en)
JPH0335784Y2 (en)
JPH036736Y2 (en)
JPH0335786Y2 (en)
JPS5927458Y2 (en) Handrail installation device
JPH0334431Y2 (en)
JPH036737Y2 (en)
JPH0337322Y2 (en)
JPH0335777Y2 (en)
JPH041224Y2 (en)
JPH041226Y2 (en)