JPH0335780Y2 - - Google Patents
Info
- Publication number
- JPH0335780Y2 JPH0335780Y2 JP1984111333U JP11133384U JPH0335780Y2 JP H0335780 Y2 JPH0335780 Y2 JP H0335780Y2 JP 1984111333 U JP1984111333 U JP 1984111333U JP 11133384 U JP11133384 U JP 11133384U JP H0335780 Y2 JPH0335780 Y2 JP H0335780Y2
- Authority
- JP
- Japan
- Prior art keywords
- handrail
- fitting
- weir wall
- cap
- weir
- 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
- 238000003780 insertion Methods 0.000 claims description 16
- 230000037431 insertion Effects 0.000 claims description 16
- 229910052751 metal Inorganic materials 0.000 claims description 5
- 239000002184 metal Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 238000009434 installation Methods 0.000 description 5
- 239000010410 layer Substances 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 239000010935 stainless steel Substances 0.000 description 3
- 229910001220 stainless steel Inorganic materials 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 229910045601 alloy Inorganic materials 0.000 description 2
- 239000000956 alloy Substances 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 239000003990 capacitor Substances 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 239000002537 cosmetic Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000011381 foam concrete Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002345 surface coating layer Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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 the horizontal bars 5, 5... bridge between the supports 3, 3 at the lower positions, as well as the handrail cap 4 and the horizontal bars 5. Vertical beams 6, 6, whose upper and lower ends are supported and fixed are disposed on the sides. 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、更に笠木
受け部8aの上面中央部に鉄やステンレス鋼等か
らなる四角筒状の支柱嵌挿杆9を溶接により垂直
に植設したものである。しかして笠木受け部8a
は屋内側が低くなるように緩傾斜しており、また
支柱嵌挿杆9の屋内外両側面の水平方向対向位置
に上下に長い固定用ボルト挿通孔10,10が穿
設されている。尚、支柱嵌挿杆10は支柱3の全
長の1/2以上通常は2/3程度の長さに設定してあ
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 has an upwardly convex capacitor receiving part 8a in the center, and connecting pieces 8b, 8b on both sides thereof. Further, a square cylindrical support rod 9 made of iron, stainless steel, etc. is vertically welded to the center of the upper surface of the Kasagi receiving portion 8a. However, Kasagi receiving part 8a
are gently sloped so that the indoor side is lower, and vertically long fixing bolt insertion holes 10 are bored at horizontally opposing positions on both indoor and outdoor sides of the support rod 9. The length of the support rod 10 is set to be at least 1/2 of the total length of the support 3, and usually about 2/3.
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
11を示す。このアンカー金具11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11aと屋内外側壁部1
1b,11bとから構成され、各側壁部11bに
は中央部に下端側から切り起こし形成されて斜め
外側へ張出した係合片12を備えると共に、両側
下部にそれぞれ上下に長いボルト挿通孔13,1
3が穿設されている。 FIG. 3 shows an anchor fitting 11 used when the weir wall 1 is made of lightweight foamed concrete (ALC). This anchor fitting 11 is formed by bending a single plate made of iron, stainless steel, etc. into a substantially downward U-shape, and includes a top plate portion 11a and an indoor outer wall portion 1.
1b, 11b, each side wall portion 11b is provided with an engaging piece 12 cut and raised from the lower end side in the center and extending diagonally outward, and vertically long bolt insertion holes 13, 1
3 is drilled.
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。この天板部2aには支柱
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14が開設され、また両垂壁部2b,2
cの下端部内側に下向きに曲折する略L字状リブ
2d,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15が構成されている。 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 A rectangular hole 14, which is one size larger than the cross section of the support 3, is formed in the top plate 2a at a position corresponding to the support 3, and both hanging walls 2b, 2
Approximately L-shaped ribs 2d, 2d bent downward are protruded from the inside of the lower end of c, and a downwardly open groove 15 is formed between each rib 2d, 2d and each lower end of the hanging wall portions 2b, 2c. has been done.
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11を跨嵌し、且つ屋内側
の側壁部11bと堰壁1の屋内側面との間にその
間隙の度合に応じてスペーサ16を介挿し、両側
壁部11b,11b間にアンカーボルト17aを
堰壁1を貫通して挿通させ、両側よりナツト17
b,17bを締め付け固定する。この時、アンカ
ーボルト17aの取付位置の高低誤差はアンカー
ボルト挿通孔13の長さの範囲で吸収される。次
いでアンカー金具11上に接続用金具8を位置決
め載置し、第5図で示すように、その接続片8
b,8bにおいて溶接を行つて両金具8,11を
固着する。次に手摺りの支柱3をその内部に下方
側から支柱嵌挿杆9が嵌入するように接続用金具
8の笠木受け部8a上に立設する一方、堰壁笠木
2を接続用金具8上に載せ、アンカー金具11の
係合片12の先端を堰壁笠木2のリブ2d,2d
の基部に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に嵌着する。しかして第5図で示
すように、支柱3とこれに嵌入した支柱嵌挿杆9
とを、固定用ボルト挿通孔10,10および支柱
3に穿設した円孔3a,3aを通して屋内側から
屋外側へ固定用ボルト18aを貫通し、ナツト1
8bを螺着して締め付け固定する。この時、支柱
3と支柱挿通杆9との上下方向相対誤差は固定用
ボルト挿通孔10の長さの範囲で吸収される。 To install the handrail, install the weir wall 1 as shown in Figure 4.
An anchor fitting 11 is fitted across the top of the weir wall 1, and a spacer 16 is inserted between the indoor side wall portion 11b and the indoor side surface of the weir wall 1 according to the degree of the gap between the two side wall portions 11b, 11b. The anchor bolt 17a is inserted through the weir wall 1, and the nut 17 is inserted from both sides.
Tighten and fix b and 17b. At this time, the height error in the mounting position of the anchor bolt 17a is absorbed within the length range of the anchor bolt insertion hole 13. Next, the connecting fitting 8 is positioned and placed on the anchor fitting 11, and the connecting piece 8 is placed on the anchor fitting 11 as shown in FIG.
Welding is performed at b and 8b to secure both metal fittings 8 and 11. Next, the handrail support post 3 is erected on the cap holder 8a of the connection fitting 8 so that the post fitting insertion rod 9 is inserted into it from the lower side, while the weir wall cap 2 is placed on the connection metal fitting 8. , and place the tip of the engagement piece 12 of the anchor fitting 11 on the ribs 2d, 2d of the weir wall cap 2.
The top plate part 2a is press-fitted to the base of the
is fitted onto the weir wall 1 by superimposing it on the capacitor receiving part 8a of the connecting fitting 8. As shown in FIG.
The fixing bolt 18a is passed from the indoor side to the outdoor side through the fixing bolt insertion holes 10, 10 and the circular holes 3a, 3a made in the support column 3, and the nut 1 is inserted through the fixing bolt 18a from the indoor side to the outdoor side.
8b and tighten to secure. At this time, the vertical relative error between the column 3 and the column insertion rod 9 is absorbed within the length range of the fixing bolt insertion hole 10.
尚、上述とは逆に支柱3と支柱嵌挿杆9すなわ
ち接続用金具8とを先に連結しておいて、後に接
続用金具8とアンカー金具11とを連結する施工
順序を採用することも可能であり、また堰壁笠木
2の冠着は支柱3の立設前後いずれであつてもよ
い。 In addition, contrary to the above, it is also possible to adopt a construction order in which the support 3 and the support insertion rod 9, that is, the connection fitting 8 are connected first, and the connection fitting 8 and the anchor fitting 11 are connected later. It is possible, and the weir wall cap 2 may be crowned either before or after the pillars 3 are erected.
次に支柱3の下端外周囲と堰壁笠木2の方形穴
14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19にコーキング材20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。一方、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21を溝15にビス22をねじ込んで固
定し、該保持具21先端の断面略コ字状枠部21
aに嵌着したゴム等からなる水密材23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、24は堰壁1の屋内
側に設けた仕上げモルタル層である。また手摺り
笠木4と支柱3との連結は、支柱3の上端部と手
摺り笠木4の底板4aとを第6図で示す支柱3の
ビスポケツト3b,3b…にビス25,25…を
螺入して固着し、更に底板4aに断面略U字状の
上板4bを係嵌して行われる。 Next, caulking material 20 is filled in the annular groove 19 formed between the outer circumference of the lower end of the support column 3, the inner circumference of the rectangular hole 14 of the weir wall cap 2, and the cap support part 8a of the connection fitting 8, and then A cosmetic cap 7 is attached to seal the base of the support column 3 watertightly. On the other hand, a watertight material holder 21 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 22 into the groove 15, and the tip of the holder 21 has a cross section approximately Character-shaped frame portion 21
A watertight material 23 made of rubber or the like is fitted to a to provide 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, and 24 is a finishing mortar layer provided on the indoor side of the weir wall 1. Also, to connect the handrail cap 4 and the post 3, connect the upper end of the post 3 and the bottom plate 4a of the handrail cap 4 by screwing screws 25, 25, etc. into the bis pockets 3b, 3b... of the post 3 shown in FIG. The upper plate 4b, which has a substantially U-shaped cross section, is then fitted onto the bottom plate 4a.
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11の代わりに平板状のアンカー金具
26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27をアンカー金具2
6を貫通して打込むことにより、アンカー金具2
6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と支柱嵌挿杆
9との嵌合固着、接続用金具9とアンカー金具2
6との溶接、堰壁笠木2の冠着、コーキング材2
0の充填、化粧キヤツプ7の嵌着、水密材保持具
21のビス止めを行えばよい。 The above description is based on the case where the weir wall 1 is made of ALC, but if the weir wall 1 is made of reinforced concrete (RC), for example, as shown in FIG. 26, and the other parts are the same as those shown in the fourth figure, and the foundation stud 27 such as a hole-in anchor or dry pit is attached to the anchor metal fitting 2 on the weir wall 1.
By driving through the anchor fitting 2
6 to the top of the weir wall 1, and then the ALC described above.
As in the case of the weir wall, the support 3 and the support insertion rod 9 are fitted and fixed, and the connection fitting 9 and the anchor fitting 2 are fixed.
Welding with 6, capping of weir wall cap 2, caulking material 2
0, fitting the cosmetic cap 7, and fixing the watertight material holder 21 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11,26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、更に支柱嵌挿杆9および支柱3は四角筒
状以外に円筒形等の他の形状としてもよい。 In addition, in the above, one each for ALC and RC.
Although various types of anchor fittings 11 and 26 and one type of connection fitting 8 are illustrated, the structure of these and the fixing method of 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 be applied to cases where the support is made of other materials such as wood, block, etc. Furthermore, the support rod 9 and the support support 3 may have other shapes such as a cylindrical shape instead of a rectangular cylinder shape.
一方、上述実施例では支柱3と支柱嵌挿杆9と
を固定用ボルト18aとナツト18bとを用いて
固着しているが、手摺りの横桟5と支柱3との連
結部分を利用して支柱嵌挿杆9を支柱3に固定す
ることも可能である。第8図および第9図はその
例を示し、アルミニウムまたはその合金の押出型
材等より形成された断面略下向きコ字状の横桟5
の内面両側上下にリブ5a,5bを形成し、この
上部リブ5a,5aに切り起こし部5cを設けて
L字状取付片28を上下リブ5a,5b間に係嵌
し、且つビス29,29にて抜け止めを施した上
で、支柱嵌挿杆9と支柱3と取付片28を貫通し
て連結用ボルト30aを取付け、ナツト30b,
30cを螺合嵌着して上記3者を引き付け固定し
ている。このような連結構造では、支柱嵌挿杆9
の固着に要するボルトの頭部やナツトが外部に露
呈せず、手摺りの外観がすつきりして見映えが良
好となる。 On the other hand, in the above-mentioned embodiment, the column 3 and the column insertion rod 9 are fixed using the fixing bolt 18a and the nut 18b. It is also possible to fix the strut insertion rod 9 to the strut 3. FIG. 8 and FIG. 9 show an example of this, and the horizontal bar 5 is made of an extruded material of aluminum or its alloy, and has a substantially downward U-shaped cross section.
Ribs 5a, 5b are formed on the upper and lower sides of both inner surfaces of the upper ribs 5a, 5a, cut and raised portions 5c are provided on the upper ribs 5a, 5a, and the L-shaped mounting piece 28 is fitted between the upper and lower ribs 5a, 5b, and screws 29, 29 are formed. After securing it with a bolt, attach the connecting bolt 30a by penetrating the post fitting insertion rod 9, the post 3 and the mounting piece 28, and then tighten the nut 30b,
30c is screwed and fitted to attract and fix the above three parts. In such a connection structure, the column insertion rod 9
The bolt heads and nuts required for fixing the handrail are not exposed to the outside, and the appearance of the handrail is clean and good-looking.
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したアンカー金具と接
続用金具とを溶接により連結固定するから、連結
強度が非常に大きくなり、また接続用金具の水平
方向の位置調整を全方位にわたつて任意に行え
る。更に接続用金具の笠木受け部上に支柱嵌挿杆
を植設し、手摺りの筒形支柱内に該支柱嵌挿杆を
嵌合し横方向のボルトによつて固着する構造であ
るから、支柱が極めて強固に保持されて立設状態
が安定し、手摺りを屋内外方向に倒そうとする外
力に対する強度が大きく、安全性に優れる。しか
して接続用金具およびアンカー金具ならびに支柱
と支柱嵌挿杆の結合構造は構造簡単で安価に製作
できる利点がある。 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. It is 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. Moreover, since the anchor fitting fixed to the top of the weir wall and the connecting fitting are connected and fixed by welding, the connection strength is extremely high, and the horizontal position of the connecting fitting can be arbitrarily adjusted in all directions. Furthermore, the structure is such that a post-fitting rod is planted on the cap holder part of the connection fitting, and the post-fitting rod is fitted into the cylindrical column of the handrail and fixed with horizontal bolts. The pillars are held extremely firmly, making the standing state stable, and the handrail has great strength against external forces that try to topple it indoors or outdoors, resulting in excellent safety. Therefore, the connection fittings, the anchor fittings, and the connection structure between the support and the support rod have the advantage that they are simple in structure and can be manufactured at low cost.
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図は同手摺
りの取付後の縦断面図、第6図は第5図の−
線の断面図、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、第8図は支柱と横桟と
支柱嵌挿杆との連結例を示す要部破断正面図、第
9図は第8図の−線の断面斜視図である。
1…堰壁、2…堰壁笠木、3…支柱、4…手摺
り笠木、8…接続用金具、8a…笠木受け部、9
…支柱嵌挿杆、11…アンカー金具、26…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 vertical sectional view of the same handrail after installation, and FIG. 6 is the − of FIG.
7 is a vertical cross-sectional view of the main part showing the installation state of the handrail of the second embodiment, and Fig. 8 is a broken front view of the main part showing an example of the connection between the column, the horizontal beam, and the column fitting rod. 9 is a cross-sectional perspective view taken along the - line in FIG. 8. 1... Weir wall, 2... Weir wall cap, 3... Support, 4... Handrail cap, 8... Connection fittings, 8a... Cap support, 9
... Prop fitting insertion rod, 11... Anchor fitting, 26... Anchor fitting.
Claims (1)
摺りを堰壁上に立設する取付装置において、堰壁
頂部にアンカー金具を固着し、笠木受け部とその
上面に植設され側方にボルト挿通孔を有する支柱
嵌挿杆とを備えた接続用金具を上記アンカー金具
上に溶接固定すると共に、上記支柱嵌挿杆を側方
にボルト穴を有する支柱内に嵌合しボルトを支柱
と支柱嵌挿杆に水平方向に通して結合することに
より固着して手摺りを立設する一方、支柱を通す
穴を穿つた堰壁笠木を接続用金具の笠木受け部に
重合して堰壁頂部に冠着したことを特徴とする手
摺りの取付装置。 In a mounting device that erects a handrail with a handrail cap and a cylindrical support connected in a T-shape on a weir wall, an anchor fitting is fixed to the top of the weir wall, and the handrail is installed on the cap support and its upper surface. A connecting fitting having a post-fitting rod having a bolt insertion hole on one side is welded and fixed onto the anchor metal fitting, and the above-mentioned column-fitting rod is fitted into a column having a bolt hole on the side to insert a bolt. By passing horizontally through the post and the post insertion rod and joining them, they are fixed and erected to form a handrail, while the weir wall caps with holes for the posts are overlapped with the capsaki receiving parts of the connection fittings to form the weir. A handrail mounting device characterized by being attached to the top of a wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11133384U JPS6126832U (en) | 1984-07-23 | 1984-07-23 | handrail attachment device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11133384U JPS6126832U (en) | 1984-07-23 | 1984-07-23 | handrail attachment device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6126832U JPS6126832U (en) | 1986-02-18 |
JPH0335780Y2 true JPH0335780Y2 (en) | 1991-07-30 |
Family
ID=30670430
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11133384U Granted JPS6126832U (en) | 1984-07-23 | 1984-07-23 | handrail attachment device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6126832U (en) |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5974226U (en) * | 1982-11-10 | 1984-05-19 | 株式会社サンレ−ル | handrail attachment device |
-
1984
- 1984-07-23 JP JP11133384U patent/JPS6126832U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS6126832U (en) | 1986-02-18 |