JPH0224447A - Method and device for fixing balustrade - Google Patents

Method and device for fixing balustrade

Info

Publication number
JPH0224447A
JPH0224447A JP17342188A JP17342188A JPH0224447A JP H0224447 A JPH0224447 A JP H0224447A JP 17342188 A JP17342188 A JP 17342188A JP 17342188 A JP17342188 A JP 17342188A JP H0224447 A JPH0224447 A JP H0224447A
Authority
JP
Japan
Prior art keywords
handrail
fixing
weir wall
anchor
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.)
Granted
Application number
JP17342188A
Other languages
Japanese (ja)
Other versions
JPH055982B2 (en
Inventor
Yoshio Hirose
宣雄 広瀬
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sunrail Co Ltd
Original Assignee
Sunrail Co Ltd
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 by Sunrail Co Ltd filed Critical Sunrail Co Ltd
Priority to JP17342188A priority Critical patent/JPH0224447A/en
Publication of JPH0224447A publication Critical patent/JPH0224447A/en
Publication of JPH055982B2 publication Critical patent/JPH055982B2/ja
Granted legal-status Critical Current

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  • Steps, Ramps, And Handrails (AREA)

Abstract

PURPOSE:To contrive simplified fixing of a balustrade unit by temporarily fixing a sleeve-shape support, with a handrail and a sheathing wall top rail connected respectively to its upper side and underside, to a support fitting rod of an anchor metal fixture, and by firmly fixing the balustrade, with the temporary fixing released after fixing the anchor metal fixture to the sheathing wall. CONSTITUTION:To the upper side of a plurality of sleeve-shape supports 3, a handrail 4 is connected and to the underside of the said supports, a sheathing wall top rail 2, with an upside-down U-shape cross section, is connected, and a balustrade unit is formed thereby. An anchor metal fixture 7 is formed of a trestle made by bending a sheet material into a saddle-shape, and a support fitting rod 8 that is fixed to the trestle. Then, the metal fixture 7 is insert-fitted to the sleeve-shape support 3 of the balustrade unit. The sheathing wall top rail 2 and the trestle of the metal fixture 7 are temporarily fixed with a space kept between them, and, at the same time, the anchor metal fixture 7 is fixed to the top of the sheathing wall 1 with a bolt 16. After that, temporary fixing is released and the balustrade unit is lowered to the fixing position and is fixed thereto with bolts 14. Thereby, the fixing can be made easily without the need for position adjustment for the metal fixture.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、建物屋上やベランダの縁壁、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方法
及び取付装置に関する。
[Detailed Description of the Invention] (Industrial Application Field) The present invention provides a method and device for attaching a handrail to be installed on a so-called weir wall such as a building roof, an edge wall of a balcony, or a standing wall constituting a fence. Regarding.

(従来の技術) この種手摺りは、−mに手摺りの各支柱の根元部に連結
されるアンカー金具を堰壁頂部に固着することによって
該堰壁上に直接に立設されるものであり、建物屋上やベ
ランダ等において縁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た旧来の手摺りに対し、
屋上やベランダ等の利用スペースを広くできる利点があ
り、しかも上記根巻きしたコンクリートのようにその結
着力が立設表面の下地モルタル層、防水層、仕上げモル
タル層の如き被覆層の存在によって建屋躯体に直接及ば
ないという欠点がなく立設強度に優れていることから、
近年において賞月されつつある。
(Prior Art) This type of handrail is installed directly on the weir wall by fixing to the top of the weir wall an anchor fitting connected to the base of each support of the handrail. In contrast to the traditional handrails, which were installed on building rooftops, balconies, etc. with concrete roots wrapped inside the edge walls,
It has the advantage of widening the usable space on rooftops, balconies, etc., and, like the above-mentioned wrapped concrete, its cohesive strength is enhanced by the presence of coating layers such as the base mortar layer, waterproof layer, and finishing mortar layer on the building structure. Because it has excellent standing strength without the disadvantage that it is not directly comparable to
In recent years, it has been receiving awards.

ところで、この種手摺りの立設においては、アンカー金
具を外観から隠すと共に雨水の浸入による該金具の腐蝕
ならびに堰壁躯体のヒビ割れを防止する目的で、堰壁頂
部の全長にわたりステンレス鋼板やアルミニウム合金の
押出型材からなる断面下向きコ字状で長尺の堰壁笠木を
被冠させる必要がある。従って、この堰壁笠木は手摺り
に一体化する必要があるが、これをアンカー金具と共に
予め支柱の根元に連結固定した場合、アンカー金具の外
側全体が堰壁笠木で覆われる形になることから、該笠木
が邪魔になってアンカー金具を堰壁に固着する操作が不
能ないし極めて困難になる。
By the way, when installing this type of handrail, stainless steel plates or aluminum are used to cover the entire length of the top of the weir wall in order to hide the anchor metal fittings from the outside and to prevent corrosion of the metal fittings and cracking of the weir wall frame due to the infiltration of rainwater. It is necessary to cover the weir wall with a long weir wall cap made of extruded alloy material with a downward U-shaped cross section. Therefore, it is necessary to integrate this weir wall cap into the handrail, but if this is connected and fixed to the base of the post in advance together with the anchor fitting, the entire outside of the anchor fitting will be covered by the weir wall cap. , the caps get in the way, making it impossible or extremely difficult to fix the anchor fittings to the weir wall.

そこで、従来にあっては、手摺りの取付に際し、各アン
カー金具を支柱とは別体として先に堰壁の所要位置に固
着しておき、後にこれらアンカー金具と支柱とを連結固
定する手段が一般に採用されている。
Therefore, in the past, when installing handrails, each anchor metal fitting was first fixed to a desired position on the weir wall separately from the support, and then there was a means for connecting and fixing these anchor metal fittings and the support. Generally adopted.

(発明が解決しようとする課M) しかしながら、言うまでもなく堰壁に対する各アンカー
金具の取付位置は各支柱位置に対応して厳密に設定する
必要がある一方、手摺り取付時の堰壁自体は建屋躯体と
同様に粗仕上げであって、位置によって幅や高さにかな
りの差があり、また頂面の傾斜や屋内外両側面の出入り
も少なからず存在する。このため、前記従来の取付手段
では、アンカー金具を堰壁に固着する際、金具間の距離
を手摺りの支柱間距離に一致させ、かつスペーサ等を利
用して複数の金具にわたって屋内外方向位置および高さ
を揃えると共に堰壁頂面の傾斜による傾きを補正するた
め、寸法や傾きの測定を伴う面倒な位置調整を何回も繰
り返さねばならず、取付作業に多大な労力および時間を
要し、また位置調整を完全に行うことが困難であること
から、ある程度のがた付きが避けられないとう問題があ
った。
(Problem M to be solved by the invention) However, it goes without saying that the mounting position of each anchor fitting on the weir wall must be set strictly in accordance with the position of each support, while the weir wall itself when the handrail is attached is Like the frame, it has a rough finish, and there are considerable differences in width and height depending on location, as well as a sloping top surface and quite a few entrances and exits on both indoor and outdoor sides. For this reason, in the conventional mounting means, when fixing the anchor metal fittings to the weir wall, the distance between the metal fittings is made to match the distance between the handrail supports, and spacers etc. are used to extend the position of the anchor metal fittings in the indoor and outdoor directions. In order to align the height and correct the inclination due to the slope of the top surface of the weir wall, the troublesome position adjustment that involves measuring dimensions and inclinations had to be repeated many times, and the installation work required a great deal of labor and time. Furthermore, since it is difficult to completely adjust the position, there is a problem in that a certain amount of wobbling is inevitable.

本発明は、上述の状況に鑑みて、アンカー金具を堰壁に
固着するに際してアンカー金具相互の位置調整が全く不
要で該固着操作を非常に簡単かつ確実に行え、もって取
付けの作業性に極めて優れると共に取付安定性も良好と
なる手取りの取付方法および取付装置を提供することを
目的としている。
In view of the above-mentioned situation, the present invention has been developed to provide an object in which when fixing the anchor fittings to the weir wall, there is no need to adjust the mutual position of the anchor fittings, and the fixing operation can be performed very easily and reliably, thereby providing extremely excellent installation workability. It is an object of the present invention to provide a hand-held mounting method and a mounting device that also provide good mounting stability.

(課題を解決するための手段) 上記目的を達成するために、本発明の手摺りの取付方法
は、複数本の筒形支柱の頂部と手摺り笠木の構成部材と
を連結すると共に、これら支柱の根元部と断面下向きコ
字状の堰壁笠木とを連結して手摺りの本体枠を形成する
一方、この本体枠における各支柱の下部開口端より内部
へアンカー金具に植設された支柱嵌挿杆を嵌挿し、かつ
各支柱嵌挿杆をアンカー金具が堰壁笠木から離れた下方
突出位置で支柱に対して仮止めし、かくして組立てられ
た手摺りユニットを堰壁頂部に配置し、各アンカー金具
を堰壁に固着した後、上記仮止めを解除して上記本体枠
を下降させ、堰壁笠木が堰壁頂部に被冠する位置で各支
柱と支柱嵌挿柱とを連結固定することを特徴とする構成
を採用したものである。
(Means for Solving the Problems) In order to achieve the above object, the handrail attachment method of the present invention connects the tops of a plurality of cylindrical supports and the constituent members of the handrail cap, and The base of the handrail is connected to the weir wall caps having a downward U-shaped cross section to form the main frame of the handrail, while the pillar fittings are implanted into the anchor fittings from the lower open end of each support in the main body frame. Insert the inserting rods, and temporarily fix each post fitting inserting rod to the column at the downward protruding position where the anchor metal fitting is away from the weir wall cap, place the handrail unit thus assembled on the top of the weir wall, and After fixing the anchor fittings to the weir wall, release the temporary fixing, lower the main body frame, and connect and fix each support and the support column at the position where the weir wall cap covers the top of the weir wall. It adopts a configuration characterized by the following.

また、同様目的において、本発明の手摺りの取付装置は
、複数本の筒形支柱の頂部に手摺り笠木の構成部材が、
同根元部に堰壁笠木がそれぞれ連結され、各支柱内にそ
の下部開口端より、堰壁頂部に固着するアンカー金具に
植設された支柱嵌挿杆が軸方向摺動自在に嵌挿され、各
支柱と支社嵌挿杆とを堰壁笠木がアンカー金具から離間
した仮止め位置ならびに堰壁笠木がアンカー金具を覆う
手摺り立設位置においてそれぞれ固定する固定手段を備
えてなる構成を採用したものである。
Further, for the same purpose, the handrail mounting device of the present invention includes a handrail cap component on the top of a plurality of cylindrical supports,
Each of the weir wall caps is connected to the base of the weir wall, and a strut insertion rod installed in an anchor fitting fixed to the top of the weir wall is inserted into each support from the lower open end thereof so as to be slidable in the axial direction. Adopts a structure comprising fixing means for fixing each support and the branch insertion rod at a temporary fixing position where the weir wall cap is spaced from the anchor fitting and at a handrail upright position where the weir wall cap covers the anchor fitting. It is.

しかして、本発明では、上記取付装置において、仮止め
位置および手摺り立設位置での固定手段が、支柱嵌挿杆
に設けた下部のねし孔及び上部の仮止め孔と、支柱の側
壁下部に外側から貫通して上記両孔のいずれにも挿入可
能な固定ボルトとからなる構成を好適態様としている。
Therefore, in the present invention, in the above-mentioned mounting device, the fixing means at the temporary fixing position and the handrail upright position are the lower screw hole and the upper temporary fixing hole provided in the column insertion rod, and the side wall of the column. A preferred embodiment includes a fixing bolt that penetrates the lower part from the outside and can be inserted into either of the holes.

(作 用) 本発明方法および装置では、複数本の筒形支柱と手摺り
笠木の構成部材と堰壁笠木を連結した本体枠に、各支柱
に対応するアンカー金具を支柱嵌挿杆を介して堰壁笠木
から離れた下方突出位置で仮止めして手摺りユニットが
組立てられるから、上記アンカー金具の仮止め位置つま
り下方突出長さを一律に設定することにより、各アンカ
ー金具を上記本体枠に対して上下方向の位置のみが本来
の取付位置から一律にずれた状態で予め位置決めてして
おくことが可能となる。
(Function) In the method and device of the present invention, anchor metal fittings corresponding to each support are attached to the main body frame which connects a plurality of cylindrical supports, the constituent members of the handrail cap, and the weir wall cap through the support inserting rods. Since the handrail unit is assembled by temporary fixing at the downward protruding position away from the weir wall cap, by uniformly setting the temporary fixing position of the anchor fittings, that is, the downward protruding length, each anchor fitting can be attached to the main body frame. On the other hand, it is possible to predetermine the position in advance so that only the vertical position is uniformly shifted from the original mounting position.

しかして、手摺りの取付けは、上記ユニットを堰壁上に
載置して、各アンカー金具を堰壁に固着した後、仮止め
を解き、持ち上がっていた本体枠を支柱と支柱嵌挿杆と
のスライドにより所定の取付高さまで下降させ、該支柱
と支柱嵌挿杆とを連結固定することによって行われる。
Therefore, to install the handrail, after placing the above unit on the weir wall and fixing each anchor fitting to the weir wall, the temporary fixings are released, and the lifted main body frame is attached to the support and support rod. This is done by lowering the column to a predetermined installation height by sliding it, and then connecting and fixing the column and the column insertion rod.

ここで、アンカー金具を堰壁に固着する際、堰壁笠木は
本体枠と一体に上方へ持ち上がってアンカー金具から離
れているために固着操作に支障をきたさず、しかも各ア
ンカー金具が本体枠に対して既に位置決めされているこ
とから、個々に屋内外方向や壁面方向の位置、高さ、傾
き等の位置調整を行う必要が全くなく、各アンカー金具
についてその取付位置に堰壁との間に生じる間隙をスペ
ーサやパツキンの介挿によって埋め合わせるだけで済む
When fixing the anchor fittings to the weir wall, the weir wall cap is lifted upward together with the main body frame and is separated from the anchor fittings, so it does not interfere with the fixing operation, and each anchor fitting is attached to the main body frame. Since it is already positioned against the weir wall, there is no need to individually adjust the position, height, inclination, etc. in the indoor/outdoor direction or wall direction. All that is required is to compensate for the resulting gap by inserting a spacer or packing.

また、本発明装置において、支柱と支柱嵌挿杆との仮止
め位置および手摺り立設位置の固定手段が、支柱嵌挿杆
に設けた下部のねし孔及び上部の仮止め孔と、支柱の側
壁下部に外側から貫通して上記両孔のいずれにも挿入可
能な固定ボルトとからなる構成では、上記再位置の固定
変換を上記ボルトの締め付は及び緩め操作だけで簡単に
行うことが可能となる。
In addition, in the device of the present invention, the means for fixing the temporary fixing position of the column and the column insertion rod and the handrail upright position are the lower tapped hole and the upper temporary fixing hole provided in the column insertion rod, and the temporary fixing hole of the column and the column insertion rod. With a structure consisting of a fixing bolt that penetrates the lower part of the side wall from the outside and can be inserted into either of the holes, the repositioning can be easily performed by simply tightening and loosening the bolt. It becomes possible.

(実施例) 以下、本発明を図示実施例に基づいて説明する。(Example) 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。
In Figure 1, 1 is a weir wall on a rooftop or balcony,
A rectangular cylindrical support 3 is mounted on the weir wall cap 2 which is crowned at the top.
3... are erected at predetermined intervals, and these pillars 3, 3...
The upper ends of ・ are connected in a T-shape to the horizontal handrail cap 4, and furthermore, the horizontal beams 5, 5... bridge between the supports 3 and 3 at the lower position, and the handrail cap 4 and the horizontal Vertical bars 6, 6, . . . whose upper and lower ends are supported and fixed to the bar 5 are arranged.

第2図は上記手摺りの取付に使用されるアンカー金具7
を示す。このアンカー金具7は、各部が鉄やステンレス
鋼等よりなり、−枚板を鞍形に折曲加工して天板部7a
と屋内外両側壁部7b、 7cを形成し、該天板部7a
上の中央部に四角部に四角筒形の支柱嵌挿杆8を溶接に
より垂直に植設すると共に、天板部7aの上面側に屋内
外方向に沿う平行2条のリプ9,9を支柱嵌挿杆8の両
側に溶接にて固着してなる。しかして、両リプ9,9の
上縁は屋内側が低くなるように緩傾斜しており、また両
側壁部”)+ 7cにはそれぞれ水平方向対向位置に上
下方向の長孔10.10が穿設されている。更に支柱嵌
挿杆8は、その頂部が手摺り取付状態において支柱30
頂部と一致する長さもしくはそれより若干短く設定され
ており、屋内側壁8aには、下部に四角ナソ1−11が
溶接されて該側壁8aに透通ずるねじ孔12aが設けら
れると共に、上部にもねじ孔12bが設けられている。
Figure 2 shows the anchor fittings 7 used for installing the above-mentioned handrail.
shows. Each part of this anchor fitting 7 is made of iron, stainless steel, etc., and the top plate part 7a is made by bending a plate into a saddle shape.
and indoor and outdoor both side wall parts 7b and 7c, and the top plate part 7a
A square tube-shaped support rod 8 is welded vertically into the center of the top, and two parallel ribs 9, 9 extending in the indoor-outdoor direction are installed on the upper surface side of the top plate 7a. It is fixed to both sides of the insertion rod 8 by welding. The upper edges of both lips 9 and 9 are gently sloped so that the indoor side is lower, and long holes 10 and 10 in the vertical direction are bored in both side wall portions 7c at horizontally opposite positions. Furthermore, the top of the post fitting insertion rod 8 is attached to the post 30 when the handrail is attached.
The indoor side wall 8a has a screw hole 12a that is welded to the lower part of the indoor side wall 8a and passes through the side wall 8a, and a screw hole 12a that passes through the side wall 8a is provided on the indoor side wall 8a. A screw hole 12b is provided.

一方、堰壁笠木2は、第3図で示す如くステンレス8F
iの折曲あるいはアルミニウムまたは合金の押出型材等
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2bより高くして天板部2aを
屋内側が低(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tIJl
斜度合はアンカー金具7のリブ9,9のそれと合致して
いる。また両側垂壁部2b、 2cの下端は共に内側へ
L字状に曲折している。
On the other hand, the weir wall cap 2 is made of stainless steel 8F as shown in Figure 3.
It is made of a long plate material with a substantially downward U-shaped cross section made of an aluminum or alloy extrusion material or the like, with the outer hanging wall part 2c being higher than the inner hanging wall 2b and the top plate part 2a being lower on the indoor side. (Draining properties are imparted by gently inclining the top plate 2a so that the tIJl
The degree of inclination matches that of the ribs 9, 9 of the anchor fitting 7. Further, the lower ends of both side hanging wall portions 2b and 2c are both bent inward in an L-shape.

支柱3は、アルミニウムまたはその合金の押出型材にて
形成されており、第5図に示すように内面側に長平方向
に沿う複数条のビスポケット3a。
The support column 3 is made of extruded aluminum or an alloy thereof, and has a plurality of screw pockets 3a along the longitudinal direction on the inner surface as shown in FIG.

3a・・・を有し、かつその内側はアンカー金具7の支
柱嵌挿杆8を嵌挿し得る大きさに設定されている。
3a..., and the inside thereof is set to a size that allows the support rod 8 of the anchor fitting 7 to be inserted thereinto.

しかして、この支柱3の屋内側面の下部には第3図に示
すようにボルト挿通孔3bが穿設されている。
As shown in FIG. 3, a bolt insertion hole 3b is bored in the lower part of the indoor side surface of this support 3.

また横桟5は、第4図、第5図で示すように、上記同様
の押出型材にて断面下向きコ字状に形成され、両側壁内
面に複数条のリブ5aを有している。
Further, as shown in FIGS. 4 and 5, the horizontal crosspiece 5 is formed of the same extruded material as described above and has a downward U-shaped cross section, and has a plurality of ribs 5a on the inner surfaces of both side walls.

手摺りの取付に際しては、まず予め、複数本の主柱3,
3・・・の頂部に手摺り笠木の底板材4a (第4図参
照)を、同根元部に堰壁笠木2を、これらを貫通してビ
ス13をビスポケット3aに螺入することによって連結
固定し、また横桟5.5・・・および竪桟6,6・・・
を連結して手摺りの本体枠A゛を組み立て、更に各支柱
3内にアンカー金具7の支柱嵌挿杆8を嵌挿し、支柱3
のボルト挿通孔3bより挿入した固定ボルト14を支柱
嵌挿杆8の上部のねし孔12bに螺合して仮止めを行い
、第6図で示すような手摺りユニットAを作製する。な
お、二のユニッ)Aでは堰壁笠木2の両端が支柱間距離
の2に相当する長さだけ端部の支柱3より突出している
When installing handrails, first, install multiple main pillars 3,
Connect the bottom plate material 4a (see Figure 4) of the handrail cap tree to the top of 3..., and the weir wall cap 2 to the base of the same, by passing through these and screwing the screw 13 into the screw pocket 3a. Fixed, and horizontal bars 5, 5... and vertical bars 6, 6...
Connect them to assemble the main body frame A'' of the handrail, and then insert the post insertion rods 8 of the anchor fittings 7 into each post 3, and then attach the post 3
The fixing bolt 14 inserted through the bolt insertion hole 3b is temporarily screwed into the threaded hole 12b at the top of the post-fitting rod 8, thereby producing a handrail unit A as shown in FIG. In the second unit A, both ends of the weir wall cap 2 protrude from the end supports 3 by a length corresponding to 2 of the distance between the supports.

次に、このユニットAを、第3図および第7図に示すよ
うに各アンカー金具7が堰壁1の頂部に跨嵌するように
堰壁l上に載置し、各アンカー金具7を堰壁lに固着す
る。この過程では、本体枠A°は前記仮止めによって持
ち上がった状態にある。しかして固着に際しては、第3
図で示すように堰壁1の頂面や側面とアンカー金具7と
の間に生じる間隙に所要厚さのパツキン15を介挿し、
隙間をなくした上で、アンカー金具7の屋内外の長孔1
0.10を通して通しポル目6Cを堰壁1に貫通させ、
このボルト16aの両端にナラ目6b、16bを螺合締
着する。
Next, as shown in FIGS. 3 and 7, this unit A is placed on the weir wall l so that each anchor fitting 7 fits over the top of the weir wall 1, and each anchor fitting 7 is Attach to the wall. In this process, the main body frame A° is in a lifted state due to the temporary fixing. However, when it sticks, the third
As shown in the figure, a packing 15 of a required thickness is inserted into the gap between the top or side surface of the weir wall 1 and the anchor fitting 7,
After eliminating the gap, insert the indoor/outdoor long hole 1 of the anchor fitting 7.
0.10 through the weir wall 1 through the hole 6C,
Narrow holes 6b, 16b are screwed and fastened to both ends of this bolt 16a.

上記固着の完了後、固定ポル目4をねし孔12bから離
脱させて各支柱3と支柱嵌挿杆8との仮止めを解き、持
ち上がっていた本体枠A゛を堰壁笠木2の下面がアンカ
ー金具7のリブ9,9に接当するまでに下降させ、この
下降位置において支柱3のボルト挿通孔3bと同軸心状
となるように予め設定しである支柱嵌挿杆8の下部ねし
孔12aに、前記固定ボルトを螺合締着することによっ
て再び各支柱3と支柱嵌挿杆8とを連結固定し、該ユニ
ットAの取付けが完了する。
After the above-mentioned fixation is completed, the fixed pole eye 4 is removed from the tapped hole 12b, the temporary fixation between each column 3 and the column insertion rod 8 is released, and the lower surface of the weir wall cap 2 is moved to remove the lifted main body frame A. The lower thread of the strut insertion rod 8 is lowered until it contacts the ribs 9, 9 of the anchor fitting 7, and the lower thread of the strut insertion rod 8 is set in advance so that it is coaxial with the bolt insertion hole 3b of the strut 3 in this lowered position. By screwing and tightening the fixing bolts into the holes 12a, each column 3 and the column insertion rod 8 are connected and fixed again, and the installation of the unit A is completed.

なお、隣り合うユニットA、Aの間は、堰壁笠木2のみ
が連結して支柱3.3間に空所を生じる。
In addition, between the adjacent units A and A, only the weir wall cap 2 is connected, creating a space between the supports 3 and 3.

この空所は第8図で示すように手摺り笠木4aと横桟5
と竪桟6,6・・・とで組み立てたつなぎ用ユニットB
を嵌装し、これを両側のユニットA、Aと連結して一連
の手摺りとすればよい。なお、このユニソ)AとBの連
結は、第4図、第5図で示すようにユニットBの横桟5
の端部にU字溝付きの連結板17を両側リブ5a、 5
a・・・に形成したスリットを利用して嵌合しておき、
予めユニットAの端部支柱3にナラ)18aを介して固
着しである連結ボルト19の突出部に上記連結板17の
U字溝を跨嵌させ、ナラH8bを螺合締着することによ
って行われる。なお、この連結構造はユニットAにおけ
る支柱3と横桟5との連結にも採用される。また、手摺
り笠木4側でのユニットA、Bの連結は、該笠木4の断
面逆U字状の上板材4bを両ユニッ)AB間にわたって
第4図の如く底板材4aに嵌挿することによって行われ
る。
This empty space is filled with the handrail cap 4a and the horizontal rail 5 as shown in Figure 8.
Connecting unit B assembled with and vertical bars 6, 6...
, and connect it with units A and A on both sides to form a series of handrails. Note that the connection between Unison) A and B is made using the horizontal crosspiece 5 of unit B, as shown in Figures 4 and 5.
A connecting plate 17 with a U-shaped groove is attached to the end of the ribs 5a, 5 on both sides.
Fit them together using the slits formed in a...
This is done by fitting the U-shaped groove of the connecting plate 17 over the protruding part of the connecting bolt 19, which is fixed to the end support 3 of the unit A in advance via the nut 18a, and screwing and tightening the nut H8b. be exposed. In addition, this connection structure is also adopted for the connection between the column 3 and the horizontal beam 5 in the unit A. Furthermore, to connect the units A and B on the side of the handrail cap 4, the top plate 4b of the cap 4, which has an inverted U-shaped cross section, is inserted into the bottom plate 4a between the two units AB as shown in FIG. carried out by

しかして、両ユニッ)A、Bの取付完了後は、第4図の
如く、堰壁1の屋内外両側面に仕上げモルタル層20の
塗装および水密用のコーキング材21の充填等の仕上げ
を行えばよい。なお、22は堰壁1の頂面から屋内側面
にかけて貼設した防水シートである。
After the installation of both units A and B is completed, as shown in Fig. 4, finishes such as painting a finishing mortar layer 20 and filling watertight caulking material 21 are applied to both the indoor and outdoor sides of the weir wall 1. That's fine. Note that 22 is a waterproof sheet pasted from the top surface of the weir wall 1 to the indoor side surface.

なお、上記実施例ではつなぎ用ユニソl−Bを用いてい
るが、ユニットA同士を直接連結する構成としてもよい
。また、アンカー金具7は、例示以外に種々設計変更可
能であり、例えば支柱嵌挿杆8を有する部分と堰壁lに
固着する部分とを別部材として両部材を連結する構造と
したり、天板部7aを傾斜状としてその下面側にリブ9
を設けた構造としてもよい、しかして、このアンカー金
具7の固着手段は、堰壁の材質や要求される固着強度等
に応じてその構造と共に適宜変更可能であり、例えば堰
壁1がRC(鉄筋コンクリート)である場合、第3図、
第4図で示す通しポル目6aを用いたALC(軽量発泡
コンクリート)用の固着手段に代えて、第9図の如きホ
ールインアンカーやドライピット等の基礎植込杆23に
よる固着を採用できる。一方、支柱嵌挿杆8の仮止めを
行うためのボルト孔は、ねじ孔12bに代えて単なる透
孔としてもよい。更に、本発明では、これら以外の部材
の細部構造についても例示以外に種々設計変更可能であ
ることは言うまでもない。
In addition, in the above-described embodiment, the connecting Unisol I-B is used, but a structure in which the units A are directly connected to each other may also be used. Further, the design of the anchor fitting 7 can be changed in various ways other than those shown in the example. For example, the part having the post-fitting insertion rod 8 and the part fixed to the weir wall l may be made into separate members and the two parts may be connected. The portion 7a is sloped and a rib 9 is provided on the lower surface side of the portion 7a.
However, the fixing means of this anchor fitting 7 can be changed as appropriate along with its structure depending on the material of the weir wall, the required fixing strength, etc. For example, if the weir wall 1 is made of RC ( (reinforced concrete), Fig. 3,
Instead of the fixing means for ALC (lightweight foamed concrete) using the through-hole holes 6a shown in FIG. 4, fixing using foundation planting rods 23 such as hole-in anchors or dry pits as shown in FIG. 9 can be adopted. On the other hand, the bolt hole for temporarily fixing the post fitting insertion rod 8 may be a simple through hole instead of the screw hole 12b. Furthermore, in the present invention, it goes without saying that various design changes can be made to the detailed structures of members other than those shown in the examples.

(発明特有の効果) 本発明に係る手摺りの取付方法および取付装置によれば
、手摺りを各支柱根元のアンカー金具を介して堰壁上に
直接に立設するに際して、核子摺りを該アンカー金具を
含めたユニットとして取付は可能であり、しかもアンカ
ー金具の堰壁への固着に際して、アンカー金具に最終的
に被さる堰壁笠木による操作上の支障を生じず、かつア
ンカー金具の煩雑な位置調整が全く不要となり、もって
掻めて簡単な操作でかつ確実に取付安定性に優れた手摺
りが提供される。
(Effects Unique to the Invention) According to the method and device for attaching a handrail according to the present invention, when the handrail is erected directly on the weir wall via the anchor fittings at the base of each column, the core rail is attached to the anchors. It can be installed as a unit including the metal fittings, and when fixing the anchor metal fittings to the weir wall, there is no operational hindrance due to the weir wall cap that ends up covering the anchor metal fittings, and the complicated position adjustment of the anchor metal fittings is not required. is completely unnecessary, and a handrail that can be easily operated and reliably has excellent installation stability is provided.

また、本発明装置において、支柱と支柱嵌挿杆との仮止
め位置および手摺り立設位置の固定手段が、支社嵌挿杆
に設けた下部のねし孔及び上部の仮止め孔と、支柱の側
壁下部に外側から貫通して上記両孔のいずれにも挿入可
能な固定ボルトとからなる構成を採用すれば、上記再位
置の固定変換を上記ボルトの締め付は及び緩め操作だけ
で簡単に行うことが可能となる。
In addition, in the device of the present invention, the means for fixing the temporary fixing position between the column and the column inserting rod and the handrail upright position are the lower tapped hole and the upper temporary fixing hole provided in the branch inserter, and the column. By adopting a structure consisting of a fixing bolt that penetrates from the outside at the bottom of the side wall and can be inserted into either of the above holes, the repositioning can be easily performed by simply tightening and loosening the bolt. It becomes possible to do so.

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

図面は本発明の実施例を示すもので、第1図は手摺りの
取付状態の外観斜視図、第2図はアンカー金具の斜視図
、第3図は手摺り取付における仮止め状態の要部の縦断
面図、第4図は取付完了後の手摺りの縦断面図、第5図
は第4図のV−■線の断面矢視図、第6図〜第8図は本
発明の取付方法の一例を工程順に示す正面図、第9図は
本発明の第2実施例の取付状態を示す要部の縦断面図で
ある。 1・・・堰壁、2・・・堰壁笠木、3・・・支柱、4・
・・手摺り笠木、7・・・アンカー金具、8・・・支柱
嵌挿杆、12a・・・下部ねし孔、12b・・・上部ね
し孔(仮止め孔)、14・・・固定ボルト、A・・・ユ
ニット、Ao・・・本体枠。
The drawings show an embodiment of the present invention, and Fig. 1 is a perspective view of the appearance of the handrail in an attached state, Fig. 2 is a perspective view of the anchor fitting, and Fig. 3 is a main part of the handrail in a temporarily fixed state when it is installed. FIG. 4 is a vertical cross-sectional view of the handrail after installation is completed, FIG. 5 is a cross-sectional view taken along the line V-■ in FIG. 4, and FIGS. 6 to 8 show the installation of the present invention. FIG. 9 is a front view showing an example of the method in the order of steps, and FIG. 9 is a longitudinal sectional view of the main part showing the installed state of the second embodiment of the present invention. 1... Weir wall, 2... Weir wall cap, 3... Support, 4...
・・Handrail cap, 7・Anchor metal fittings, 8・Post insertion rod, 12a・Bottom screw hole, 12b・Upper screw hole (temporary fixing hole), 14・Fixing Bolt, A...Unit, Ao...Body frame.

Claims (3)

【特許請求の範囲】[Claims] (1)、複数本の筒形支柱の頂部と手摺り笠木の構成部
材とを連結すると共に、これら支柱の根元部と断面下向
きコ字状の堰壁笠木とを連結して手摺りの本体枠を形成
する一方、この本体枠における各支柱の下部開口端より
内部へアンカー金具に植設された支柱嵌挿杆を嵌挿し、
かつ各支柱嵌挿杆をアンカー金具が堰壁笠木から離れた
下方突出位置で支柱に対して仮止めし、かくして組立て
られた手摺りユニットを堰壁頂部に配置し、各アンカー
金具を堰壁に固着した後、上記仮止めを解除して上記本
体枠を下降させ、堰壁笠木が堰壁頂部に被冠する位置で
各支柱と支柱嵌挿柱とを連結固定することを特徴とする
手摺りの取付方法。
(1) The tops of the plurality of cylindrical supports and the constituent members of the handrail cap are connected, and the bases of these supports and the weir wall cap with a downward U-shaped cross section are connected to form the main body frame of the handrail. While forming the main body frame, insert the post insertion rod implanted in the anchor fitting into the inside from the lower open end of each post in this main body frame,
Then, temporarily fix each post fitting rod to the post at a downward protruding position where the anchor fitting is away from the weir wall cap, place the handrail unit thus assembled on the top of the weir wall, and attach each anchor fitting to the weir wall. After the handrail is fixed, the temporary fixing is released, the main body frame is lowered, and each column and the column insertion column are connected and fixed at a position where the weir wall cap is crowned with the top of the weir wall. How to install.
(2)、複数本の筒形支柱の頂部に手摺り笠木の構成部
材が、同根元部に堰壁笠木がそれぞれ連結され、各支柱
内にその下部開口端より、堰壁頂部に固着するアンカー
金具に植設された支柱嵌挿杆が軸方向摺動自在に嵌挿さ
れ、各支柱と支柱嵌挿杆とを堰壁笠木がアンカー金具か
ら離間した仮止め位置ならびに堰壁笠木がアンカー金具
を覆う手摺り立設位置においてそれぞれ固定する固定手
段を備えてなる手摺りの取付装置。
(2) A component of a handrail cap is connected to the top of multiple cylindrical columns, and a weir wall cap is connected to the base of the same, and an anchor is fixed to the top of the weir wall from the lower open end of each column. The post-fitting rods planted in the metal fittings are fitted so as to be able to freely slide in the axial direction, and the posts and the post-fitting rods are temporarily fixed at positions where the weir wall caps are separated from the anchor fittings, and the weir wall caps are attached to the anchor fittings. A handrail mounting device comprising fixing means for fixing each covered handrail at an upright position.
(3)、仮止め位置および手摺り立設位置での固定手段
が、支柱嵌挿杆に設けた下部のねじ孔及び上部の仮止め
孔と、支柱の側壁下部に外側から貫通して上記両孔のい
ずれにも挿入可能な固定ボルトとからなる請求項2記載
の手摺りの取付装置。
(3) The fixing means at the temporary fixing position and the handrail upright position is provided by penetrating the lower screw hole and the upper temporary fixing hole provided in the column insertion rod and the lower part of the side wall of the column from the outside. 3. The handrail attachment device according to claim 2, further comprising a fixing bolt that can be inserted into any of the holes.
JP17342188A 1988-07-12 1988-07-12 Method and device for fixing balustrade Granted JPH0224447A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17342188A JPH0224447A (en) 1988-07-12 1988-07-12 Method and device for fixing balustrade

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17342188A JPH0224447A (en) 1988-07-12 1988-07-12 Method and device for fixing balustrade

Publications (2)

Publication Number Publication Date
JPH0224447A true JPH0224447A (en) 1990-01-26
JPH055982B2 JPH055982B2 (en) 1993-01-25

Family

ID=15960139

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17342188A Granted JPH0224447A (en) 1988-07-12 1988-07-12 Method and device for fixing balustrade

Country Status (1)

Country Link
JP (1) JPH0224447A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5095876A (en) * 1989-09-29 1992-03-17 Nippondenso Co., Ltd. Fuel supplying device for an internal combustion engine having multiple cylinder
JPH04366268A (en) * 1991-06-14 1992-12-18 San Rail:Kk Fitting method of hand rail
US8814145B2 (en) * 2012-07-06 2014-08-26 Joel Duane Herman Railing support post with threaded receivers
US20140299829A1 (en) * 2012-07-06 2014-10-09 Joel Duane Herman Railing support post with threaded receivers
US9145705B2 (en) 2012-07-06 2015-09-29 Joel Duane Herman Railing system and tensioned posts used therein
US9765907B1 (en) 2016-06-10 2017-09-19 Joel Duane Herman Anchor

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57165727U (en) * 1981-04-13 1982-10-19
JPS5989935U (en) * 1982-12-10 1984-06-18 セイコ−産業株式会社 Structure for attaching pillars to balcony handrails, etc.
JPS6165134U (en) * 1984-10-05 1986-05-02
JPS637459A (en) * 1986-06-25 1988-01-13 ワイケイケイ株式会社 Method for building support of handrail unit

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57165727U (en) * 1981-04-13 1982-10-19
JPS5989935U (en) * 1982-12-10 1984-06-18 セイコ−産業株式会社 Structure for attaching pillars to balcony handrails, etc.
JPS6165134U (en) * 1984-10-05 1986-05-02
JPS637459A (en) * 1986-06-25 1988-01-13 ワイケイケイ株式会社 Method for building support of handrail unit

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5095876A (en) * 1989-09-29 1992-03-17 Nippondenso Co., Ltd. Fuel supplying device for an internal combustion engine having multiple cylinder
JPH04366268A (en) * 1991-06-14 1992-12-18 San Rail:Kk Fitting method of hand rail
US8814145B2 (en) * 2012-07-06 2014-08-26 Joel Duane Herman Railing support post with threaded receivers
US20140299829A1 (en) * 2012-07-06 2014-10-09 Joel Duane Herman Railing support post with threaded receivers
US9126289B2 (en) * 2012-07-06 2015-09-08 Joel Duane Herman Railing support post with threaded receivers
US9145705B2 (en) 2012-07-06 2015-09-29 Joel Duane Herman Railing system and tensioned posts used therein
US10006222B2 (en) 2012-07-06 2018-06-26 Joel Duane Herman Railing support post with threaded receivers
US9765907B1 (en) 2016-06-10 2017-09-19 Joel Duane Herman Anchor
US10364576B2 (en) 2016-06-10 2019-07-30 Joel Duane Herman Anchor
US10604942B2 (en) 2016-06-10 2020-03-31 Joel Duane Herman Anchor

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