JPH055982B2 - - Google Patents

Info

Publication number
JPH055982B2
JPH055982B2 JP63173421A JP17342188A JPH055982B2 JP H055982 B2 JPH055982 B2 JP H055982B2 JP 63173421 A JP63173421 A JP 63173421A JP 17342188 A JP17342188 A JP 17342188A JP H055982 B2 JPH055982 B2 JP H055982B2
Authority
JP
Japan
Prior art keywords
handrail
weir wall
fixing
anchor
fitting
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
Application number
JP63173421A
Other languages
Japanese (ja)
Other versions
JPH0224447A (en
Inventor
Yoshio Hirose
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.)
SAN REERU KK
Original Assignee
SAN REERU KK
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 SAN REERU KK filed Critical SAN REERU KK
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)

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、一般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
ることによつ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つて建屋躯
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、近年において賞用されつつあ
る。
(Prior Art) This type of handrail is generally erected directly on the weir wall by fixing anchor fittings connected to the base of each support of the handrail to the top of the weir wall. Compared to the traditional handrails, which were installed on building rooftops, balconies, etc. with concrete roots wrapped inside the edge walls, they have the advantage of allowing more space to be used on rooftops, balconies, etc. Unlike the above-mentioned wrapped concrete, its binding strength does not directly reach the building frame due to the presence of covering layers such as the base mortar layer, waterproof layer, and finishing mortar layer on the erected surface, and it has excellent erecting strength. Because of this, it has been receiving awards in recent years.

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。従つて、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、該笠木が邪魔になつ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。
そこで、従来にあつては、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。
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. This makes it impossible or extremely difficult to fix the anchor fittings to the weir wall because the caps get in the way.
Therefore, in the past, when installing handrails,
A method is generally employed in which each anchor fitting is first fixed to a predetermined position on a weir wall separately from the support, and then these anchor fittings and the support are connected and fixed later.

(発明が解決しようとする課題) 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つて、
位置によつ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つて屋内外方向位
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つ
た。
(Problem 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 is attached to the building frame when handrails are attached. It has a rough finish as well,
There are considerable differences in width and height depending on location, and there are also quite a few sloping tops and entrances and exits on both indoor and outdoor sides. Therefore, in the conventional mounting means,
When fixing the anchor metal fittings to the weir wall, match the distance between the metal fittings with the distance between the handrail supports, and use spacers etc. to align the indoor and outdoor positions and heights of the multiple metal fittings. In order to correct the inclination caused by the inclination of the top surface, the troublesome position adjustment that involves measuring the dimensions and inclination must be repeated many times, which requires a great deal of effort and time for the installation work, and the position adjustment must be completed completely. Since it was difficult to do so, there was a problem that a certain amount of wobbling was 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、もつ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摺りの取付方
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 circumstances, the present invention makes it possible to perform the fixing operation very simply and reliably without requiring any mutual positional adjustment of the anchor fittings when fixing the anchor fittings to the weir wall, thereby greatly improving workability of installation. It is an object of the present invention to provide a method and device for attaching a handrail that is superior and has good attachment 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ツ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杆とを連
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 frame, and connect and fix each support and the support rod 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 has a handrail cap component connected to the top of a plurality of cylindrical supports, and a weir wall cap connected to the base of the same, and the handrail cap included in each support. From the lower opening end, the support rods installed in the anchor fittings fixed to the top of the weir wall are inserted so as to be able to slide freely in the axial direction, and the weir wall caps are separated from the anchor fittings to separate each support and the support rods. The structure includes fixing means for fixing the handrail at the temporary fixing position and the handrail upright position where the weir wall cap covers the anchor metal fittings.

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 standing position are 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. A preferred embodiment includes a fixing bolt that penetrates 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ツ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 post fitting rods. The handrail unit can be assembled by temporarily fixing it at the downward protruding position away from the wall cap.
By uniformly setting the temporary fixing position, that is, the downward protrusion length, of the anchor fittings, each anchor fitting can be prepositioned in advance with only the vertical position uniformly shifted from the original mounting position with respect to the main body frame. It becomes possible to keep it.

しかして、手摺りの取付けは、上記ユニツトを
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、持ち上がつていた本体枠
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つて行われる。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つ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
の介挿によつて埋め合わせるだけで済む。
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 main body frame that has been lifted is attached to the support post. This is done by lowering the support to a predetermined installation height by sliding it with the insertion rod, and then connecting and fixing the support with the support rod. Here, 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. Since it is already positioned relative to the frame, 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 gap created between the two 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
らなる構成では、上記両位置の固定変換を上記ボ
ルトの締め付け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 screw hole and the upper temporary fixing hole provided in the column inserter, and the fixing means for the temporary fixing position of the column and the column inserting rod. With a configuration 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, it is possible to easily change the fixation between the two positions by simply tightening and loosening the bolt. .

(実施例) 以下、本発明を図示実施例に基づいて説明す
る。
(Example) The present invention will be described below based on illustrated examples.

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 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.

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、一枚板を鞍形に折
曲加工して天板部7aと屋内外両側壁部7b,7
c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条のリブ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、両リブ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7b,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3の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、下部に四角ナツト11が溶接され
て該側壁8aに透通するねじ孔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。
FIG. 2 shows an anchor fitting 7 used for attaching the handrail. Each part of this anchor fitting 7 is made of iron, stainless steel, etc., and is made by bending a single plate into a saddle shape to form a top plate part 7a and indoor and outdoor side wall parts 7b, 7.
c, and a rectangular cylindrical support insertion rod 8 is vertically planted in the center part of the top plate part 7a by welding, and the rod 8 is vertically planted along the upper surface side of the top plate part 7a in the indoor-outdoor direction. Two parallel ribs 9, 9 are fixed to both sides of the column fitting rod 8 by welding. However, both ribs 9,
The upper edge of 9 is gently sloped so that the indoor side is lower, and vertical long holes 10, 10 are bored in both side walls 7b, 7c at horizontally opposite positions, respectively. Further, the column fitting insertion rod 8 is set so that its top matches the top of the column 3 when the handrail is attached, or is slightly shorter than that, and a square nut 11 is welded to the lower part of the indoor side wall 8a. A screw hole 12a passing through the side wall 8a is provided, and a screw hole 12b is also provided at the top.

一方、堰壁笠木2は、第3図で示す如くステン
レス鋼板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, as shown in Fig. 3, the weir wall cap 2 is made of a long plate material with a substantially downward U-shaped cross section made of bent stainless steel plate or extruded aluminum or alloy material, and has an outer hanging wall portion 2c on the inner side. Hanging wall 2b
By making the top plate part 2a higher and gently sloping the top plate part 2a so that the indoor side is lower, draining properties are imparted. However, the degree of inclination of the top plate portion 2a of the lever 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
面側に長手方向に沿う複数条のビスポケツト3
a,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。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。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。
The support column 3 is made of extruded aluminum or its alloy, and as shown in FIG.
a, 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. 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. 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.
have.

手摺りの取付に際しては、まず予め、複数本の
支柱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をビスポケツト3aに螺
入することによつて連結固定し、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の上部のねじ孔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ツトAを作製
する。なお、このユニツトAでは堰壁笠木2の両
端が支柱間距離の1/2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 the handrail, first, attach the base plate material 4a of the handrail cap to the top of the plurality of supports 3, 3...
(see Fig. 4) are connected and fixed to the base of the weir wall caps 2 by passing through them and screwing the screws 13 into the screw pockets 3a, and also to the horizontal beams 5, 5.
...and the vertical bars 6, 6... to connect the main body frame of the handrail.
A', then insert the post fitting rod 8 of the anchor fitting 7 into each post 3, and insert the fixing bolt 14 inserted through the bolt insertion hole 3b of the post 3 into the screw hole 12b at the top of the post fitting rod 8. They are screwed together and temporarily fastened to produce a handrail unit A as shown in FIG. In this unit A, both ends of the weir wall cap 2 protrude from the end supports 3 by a length corresponding to 1/2 of the distance between the supports.

次に、このユニツト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1上に載置し、各アンカー金
具7を堰壁1に固着する。この過程では、本体枠
A′は前記仮止めによつて持ち上がつた状態にあ
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10,10を通して通しボルト16cを堰壁
1に貫通させ、このボルト16aの両端にナツト
16b,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 1 so that each anchor fitting 7 fits over the top of the weir wall 1, and each anchor fitting 7 is placed on the weir wall 1. Attach to wall 1. In this process, the body frame
A' is in a lifted state due to the temporary fixing. Therefore, when fixing, as shown in FIG. 3, a packing 15 of a required thickness is inserted into the gap created between the top or side surface of the weir wall 1 and the anchor fitting 7.
After eliminating the gap, a through bolt 16c is passed through the weir wall 1 through the indoor and outdoor elongated holes 10, 10 of the anchor fitting 7, and nuts 16b, 16b are screwed and fastened to both ends of this bolt 16a.

上記固着の完了後、固定ボルト14をねじ孔1
2b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、持ち上がつていた本体枠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
に予め設定してある支柱嵌挿杆8の下部ねじ孔1
2aに、前記固定ボルトを螺合締着することによ
つて再び各支柱3と支柱嵌挿杆8とを連結固定
し、該ユニツトAの取付けが完了する。
After the above fixing is completed, insert the fixing bolt 14 into the screw hole 1.
2b and release the temporary fixing between each support 3 and the support insertion rod 8, and the lower surface of the weir wall cap 2 of the main body frame A', which had been lifted, comes into contact with the ribs 9, 9 of the anchor fitting 7. Lower the lower screw hole 1 of the column insertion rod 8, which is set in advance so that it is coaxial with the bolt insertion hole 3b of the column 3 in this lowered position.
By screwing and tightening the fixing bolts 2a, the respective columns 3 and the column fitting insertion rods 8 are connected and fixed again, and the installation of the unit A is completed.

なお、隣り合うユニツト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。この空所は第8図で示すように手摺り笠木4
aと横桟5と竪桟6,6…とで組み立てたつなぎ
用ユニツトBを嵌装し、これを両側のユニツト
A,Aと連結して一連の手摺りとすればよい。な
お、このユニツトAとBの連結は、第4図、第5
図で示すようにユニツト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,5a…に形
成したスリツトを利用して嵌合しておき、予めユ
ニツトAの端部支柱3にナツト18aを介して固
着してある連結ボルト19の突出部に上記連結板
17のU字溝を跨嵌させ、ナツト18bを螺合締
着することによつて行われる。なお、この連結構
造はユニツト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
ツトA,Bの連結は、該笠木4の断面逆U字状の
上板材4bを両ユニツトA,B間にわたつて第4
図の如く底板材4aに嵌挿することによつて行わ
れる。
It should be noted that between the adjacent units A and A, only the weir wall cap 2 is connected, creating a space between the supports 3 and 3. As shown in Figure 8, this empty space is for the handrail cap 4
A, a connecting unit B assembled with horizontal bars 5, vertical bars 6, 6, . The connection between units A and B is shown in Figures 4 and 5.
As shown in the figure, a connecting plate 17 with a U-shaped groove is fitted to the end of the horizontal beam 5 of unit B using the slits formed in the ribs 5a on both sides, and the end of unit A is fitted in advance. This is accomplished by fitting the U-shaped groove of the connecting plate 17 over the protrusion of a connecting bolt 19 fixed to the support column 3 via a nut 18a, and screwing and tightening the nut 18b. Incidentally, this connection structure is also adopted for the connection between the support column 3 and the horizontal beam 5 in the unit A. In addition, to connect the units A and B on the side of the handrail cap 4, the upper plate 4b of the cap 4, which has an inverted U-shaped cross section, is passed between both units A and B to connect the fourth unit A and B.
This is done by fitting it into the bottom plate material 4a as shown in the figure.

しかして、両ユニツト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。
However, after the installation of both units A and B is completed,
As shown in FIG. 4, finishing such as painting a finishing mortar layer 20 and filling a watertight caulking material 21 on both the indoor and outdoor sides of the weir wall 1 may be performed. In addition, 22
is a waterproof sheet pasted from the top of the weir wall 1 to the indoor side.

なお、上記実施例ではつなぎ用ユニツトBを用
いているが、ユニツト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1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図で示す通しボルト16a
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
やドライピツト等の基礎植込杆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 the above embodiment, the connecting unit B is used, but the units A may be directly connected to each other. 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 1 may be made into separate members and the two parts may be connected. The structure may be such that the portion 7a is sloped and the ribs 9 are provided on the lower surface side of the portion 7a. Therefore, 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, when the weir wall 1 is made of RC (reinforced concrete), the Through bolt 16a shown in FIG.
Instead of the fixing means for ALC (lightweight foamed concrete) using ALC (lightweight foamed concrete), it is possible to use fixation using foundation studs 23 such as hole-in anchors or dry pits as shown in Fig. 9. 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、該手摺
りを該アンカー金具を含めたユニツトとして取付
け可能であり、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、もつて
極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 handrail can be attached to the weir wall. It can be installed as a unit including the anchor metal fittings, and when the anchor metal fittings are fixed to the weir wall, there is no operational hindrance due to the weir wall cap that ultimately covers the anchor metal fittings, and the complicated position adjustment of the anchor metal fittings is not required. This eliminates the need for handrails that are extremely easy to operate and have excellent mounting stability.

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
らなる構成を採用すれば、上記両位置の固定変換
を上記ボルトの締め付け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 screw hole and the upper temporary fixing hole provided in the column inserter, and the fixing means for the temporary fixing position of the column and the column inserting rod. By adopting a configuration 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 above-mentioned holes, the fixing conversion between the above-mentioned two positions can be easily performed simply by tightening and loosening the above-mentioned bolts. It becomes possible.

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

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−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……下部ねじ孔、12b……上
部ねじ孔(仮止め孔)、14……固定ボルト、A
……ユニツト、A′……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 in FIG. 4, and FIGS. 6 to 8 are views of the installation method of the present invention. FIG. 9 is a front view showing an example in the order of steps, and FIG. 9 is a longitudinal cross-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 ... Pillar insertion rod, 12a ... Lower screw hole, 12b ... Upper screw hole (temporary hole), 14 ... Fixing bolt, A
...Unit, A'...Body frame.

Claims (1)

【特許請求の範囲】 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
手摺りユニツトを堰壁頂部に配置して、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杆とを連結固定
することを特徴とする手摺りの取付方法。 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。 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。
[Scope of Claims] 1. The handrail is constructed by connecting the tops of a plurality of cylindrical supports and the constituent members of the handrail cap, and connecting the bases of these supports to a weir wall cap having a downward U-shaped cross section. While forming a main body frame, insert the post fitting inserts installed in the anchor fittings into the inside from the lower open end of each support in this main body frame, and insert each post fitting rod so that the anchor fittings are connected to the weir wall caps. The handrail unit is temporarily fixed to the column at a distant downward protruding position, the handrail unit thus assembled is placed on the top of the weir wall, each anchor fitting is fixed to the weir wall, and then the temporary fixing is released and the main body is fixed. A handrail installation method characterized by lowering the frame and connecting and fixing each support and a support rod at a position where the weir wall cap covers the top of the weir wall. 2. A component of the handrail cap is connected to the top of the plurality of cylindrical supports, and a weir wall cap is connected to the base of the same, and the anchor metal fittings fixed to the top of the weir wall are planted inside each support from the lower open end. The provided post-fitting rods are slidably inserted in the axial direction, and each post and the post-fitting rod are temporarily fixed at a position where the weir wall cap is spaced from the anchor fitting, and a handrail where the weir wall cap covers the anchor fitting. A handrail mounting device comprising fixing means for fixing each in an upright position. 3. The fixing means at the temporary fixing position and the handrail upright position is provided through the lower screw hole and upper temporary fixing hole provided in the column insertion rod, and through the lower part of the side wall of the column from the outside to either of the above two holes. 3. The handrail mounting device according to claim 2, further comprising a fixing bolt that can be inserted into the handrail.
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 JPH0224447A (en) 1990-01-26
JPH055982B2 true 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)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4030490C2 (en) * 1989-09-29 1999-02-04 Denso Corp Device for supplying fuel in a multi-cylinder internal combustion engine
JPH04366268A (en) * 1991-06-14 1992-12-18 San Rail:Kk Fitting method of hand rail
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
US8814145B2 (en) * 2012-07-06 2014-08-26 Joel Duane Herman Railing support post with threaded receivers
US9765907B1 (en) 2016-06-10 2017-09-19 Joel Duane Herman Anchor

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5927461Y2 (en) * 1981-04-13 1984-08-09 西濃アルナ販売株式会社 Handrail installation device
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.
JPH0326832Y2 (en) * 1984-10-05 1991-06-11

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Also Published As

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JPH0224447A (en) 1990-01-26

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