JPH09209537A - Erecting method for handrail stanchion - Google Patents

Erecting method for handrail stanchion

Info

Publication number
JPH09209537A
JPH09209537A JP4066496A JP4066496A JPH09209537A JP H09209537 A JPH09209537 A JP H09209537A JP 4066496 A JP4066496 A JP 4066496A JP 4066496 A JP4066496 A JP 4066496A JP H09209537 A JPH09209537 A JP H09209537A
Authority
JP
Japan
Prior art keywords
stanchion
angle
base
handrail
column
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.)
Pending
Application number
JP4066496A
Other languages
Japanese (ja)
Inventor
Noboru Yamagata
登 山縣
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.)
BINIFUREEMU KOGYO KK
Original Assignee
BINIFUREEMU KOGYO 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 BINIFUREEMU KOGYO KK filed Critical BINIFUREEMU KOGYO KK
Priority to JP4066496A priority Critical patent/JPH09209537A/en
Publication of JPH09209537A publication Critical patent/JPH09209537A/en
Pending legal-status Critical Current

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  • Steps, Ramps, And Handrails (AREA)

Abstract

PROBLEM TO BE SOLVED: To easily erect a handrail stanchion by inserting an angle-adjustable metal and the stanchion in sequence into an anchor bolt erected on a building skeleton, adjusting the angle of the stanchion via the angle-adjustable metal, fastening the bolt with a nut at the lower end section of the stanchion, then filling a hardening viscous agent in the angle-adjustable metal and at the lower end section of the stanchion. SOLUTION: An anchor bolt 5 is erected on a parapet 3, and an angle- adjustable metal 7 and a stanchion 1 are inserted in sequence into the anchor bolt 5. The angleadjustable metal 7 is constituted of a base 13 formed with a curved protruded face 17 and a socket 15 formed with a curved recessed face 23. The angle of the stanchion 1 is adjusted when the stanchion 1 is fastened with a nut on the parapet 3 via the angle-adjustable metal 7, a hardening viscous agent is filled in the angle-adjustable metal 7 and at the lower end section of the stanchion 1 after the fastening is finished, and the erected state of the stanchion 1 is fixed. A handrail can be straightly erected.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、鉄筋や鉄骨のコンク
リート建造物の例えばベランダ等に手摺を構築する場合
における軽金属製手摺支柱の立設工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of standing a light metal handrail column in a case where a handrail is constructed on a veranda or the like of a concrete structure made of reinforcing steel or steel.

【0002】[0002]

【従来の技術】手摺は一般的に支柱間に上下胴縁を架設
し、その間に竪桟を列設し、上端に笠木を架設したもの
で、工場において組み立て、現場で支柱を立設すること
により構築される。しかし、立設箇所がコンクリートで
あって、そのままでは支柱を立てることができないた
め、従来、支柱ベースを予め現場に施工される。
2. Description of the Related Art A handrail is generally constructed by erectioning upper and lower furring strips between columns, arranging vertical bars between them, and arranging tops at the upper end. Assembling at a factory and standing columns on site. Is built by. However, since the erected portion is concrete and the stanchion cannot be erected as it is, conventionally, the stanchion base is pre-installed on the site.

【0003】支柱ベースは、座板の中央にベース支柱を
立設したもので、座板をアンカーボルトにより設置面に
固定してその施工がなされる。ベース支柱に支柱を取り
付けるには、その両方に鍔を設けてボルト締めする方法
と、ベース支柱に手摺支柱を挿入して押ねじで止める方
法等があった。
The support base is a base support in which a base support is erected at the center of the seat plate, and the base plate is fixed to the installation surface by anchor bolts for its construction. To attach the columns to the base column, there are a method in which a collar is provided on both of them and bolting is performed, and a method in which a handrail column is inserted into the base column and is fixed with a set screw.

【0004】[0004]

【発明が解決しようとする課題】上記のような従来の手
摺支柱の立設工法によれば、施工の誤り等からベース支
柱に傾きがあると、手摺支柱にも傾きが生じる不都合が
あり、また、広い座板をアンカーボルトで止めた状態が
如何にも不体裁であり、しかも、一枚の座板の固定に四
本ものアンカーボルトをコンクリートに立設する必要が
あり、施工に手間が掛り作業性が悪かった。
According to the conventional method of erection of the handrail props as described above, if the base props are inclined due to an error in construction or the like, the handrail props may also be inclined. However, the state that a wide seat plate is fastened with anchor bolts is unnatural, and it is necessary to stand four anchor bolts in concrete to fix one seat plate, which is troublesome for construction. Workability was poor.

【0005】ベース支柱に傾きがあっても、それが左右
であると、手摺の構築において修正がなされる。一方、
前後に傾きがあると、笠木が直列に並ばなく不体裁に曲
がることになるので調整されるが、立設箇所がベランダ
の縁に立ち上がるパラペットの場合であると、その上面
を内側に傾斜させてあることが多いため、殊に前後の傾
きをなくするように調整した場合に強度が得られないと
いう問題があった。
Even if the base column is tilted, if it is on the left and right, a correction is made in the construction of the handrail. on the other hand,
If there is a tilt in the front and back, the Kasagi will bend indefinitely instead of being lined up in series, so it is adjusted, but in the case of a parapet where the standing position rises to the edge of the veranda, tilt the upper surface inward. Since there are many cases, there is a problem that strength cannot be obtained especially when adjusting so as to eliminate the front-back inclination.

【0006】この発明は、上記のような実情に鑑みて、
手摺支柱を真っ直ぐに立ててその状態を確実に保持で
き、且つ、硬化性粘稠材を注入することにより、強度を
向上させることができ、しかも、施工が簡単で手摺を体
裁良く構築できる手摺支柱の立設工法を提供することを
目的とした。
The present invention has been made in view of the above-described circumstances,
A handrail support column that can stand upright and maintain its state securely, and can improve the strength by injecting a curable viscous material. Moreover, the handrail support post can be constructed easily and the handrail can be constructed in a good appearance. The purpose was to provide a standing construction method.

【0007】[0007]

【課題を解決するための手段】上記の目的を達成するた
めに、この発明は、建物躯体に立設したアンカーボルト
に、角度自在金具と支柱とを順次通し、角度自在金具を
介して支柱の角度を調整しつつ、支柱の下端部でナット
によりボルト締めしてから、角度自在金具の中と支柱の
下端部とに硬化性粘稠材を充填することによって、アン
カーボルトに対する角度自在金具および支柱の結合、ナ
ットの締付け、角度調整をそれぞれ固定化することを特
徴とする手摺支柱の立設工法を構成した。
In order to achieve the above-mentioned object, the present invention provides an anchor bolt that is erected on a building frame through an angleable metal fitting and a support in order, and a supporter While adjusting the angle, bolt the nut at the lower end of the strut with a nut, and then fill the curable viscous material inside the angleable bracket and the lower end of the strut to make the angleable bracket and the strut against the anchor bolt. The vertical construction method of the handrail support columns was characterized by fixing the connection, the nut tightening, and the angle adjustment.

【0008】角度自在金具が建物躯体の上に置かれるベ
ースと、支柱が差し込まれる容器状のソケットとの組と
して構成し、ベースの上面に前後に円弧形となる湾曲凸
面を、ソケットの下面にそれと摺動する湾曲凹面をそれ
ぞれ形成するとともに、ベースに設けられている広い空
間としてのボルト通孔に面して凹欠部と脚片とを形成
し、ベースとソケットの各下面にタイト材を当てた状態
において、ソケットの側面に開いている注入孔から、硬
化性粘稠材をベースのボルト通孔に注入し、それをソケ
ットの凹欠部に波及させると、特に目的達成に有効であ
る。
The angleable metal fitting is constructed as a set of a base on which a building body is placed and a container-shaped socket into which a support is inserted, and a curved convex surface which is arcuate in the front and rear direction is formed on the upper surface of the base. And a curved concave surface that slides with it, respectively, and a concave cutout and leg pieces are formed facing the bolt through hole as a wide space provided in the base, and a tight material is formed on each bottom surface of the base and socket. It is especially effective to achieve the purpose when the curable viscous material is injected into the bolt through hole of the base from the injection hole opened on the side of the socket in the state where the is there.

【0009】[0009]

【作 用】手摺支柱の立設工法を上記のように構成した
から、一本の手摺支柱に対して、コンクリート面に一本
だけのアンカーボルトを立設すれば良く、その施工に余
り手数が掛からなく、また、それに幾らかの傾きが生じ
ても、手摺の構築時において曲げにより修正が可能であ
る。また、立設面がパラペットの上面のように傾斜して
いるときには、その上に載せる角度自在金具により大幅
な修正が可能となる。
[Operation] Since the construction method of the handrail support columns is configured as described above, only one anchor bolt needs to be installed upright on the concrete surface for one handrail support, which requires too much labor. It can be corrected by bending when constructing the handrail, even if it does not hang up and some inclination occurs. Further, when the standing surface is inclined like the upper surface of the parapet, it is possible to make a large correction by the angleable metal fittings placed on it.

【0010】アンカーボルトは、このように一本のみで
あっても、角度自在金具を介して支柱がボルト締めされ
ることから、安定して手摺を支持することができ、ま
た、硬化性粘稠材の充填により支柱の直立状態が確定し
て保持される。
Even if only one anchor bolt is used as described above, since the support pillar is bolted through the angleable metal fitting, the handrail can be stably supported, and the curable viscous adhesive is used. The upright state of the columns is fixed and maintained by the filling of the material.

【0011】[0011]

【実施例】次に、この発明の実施例を図面に基づいて説
明する。
Next, an embodiment of the present invention will be described with reference to the drawings.

【0012】組み立てられている手摺Pの支柱1をパラ
ペット3の上に立設する手順は、パラペット3の上にア
ンカーボルト5を立設し、それに角度自在金具7と支柱
1を順次通す。それから、角度自在金具7を介してパラ
ペット3の上に支柱1をボルト締めする際に、支柱1の
角度を調整し、ボルト締めが完了してから、硬化性粘稠
材9の充填により支柱1の立設状態を定着させる。
The procedure for vertically mounting the assembled pillar 1 of the handrail P on the parapet 3 is to set the anchor bolt 5 on the parapet 3 and pass the angleable metal fitting 7 and the pillar 1 through it. Then, when the pillar 1 is bolted onto the parapet 3 via the angleable metal fitting 7, the angle of the pillar 1 is adjusted, and after the bolting is completed, the curable viscous material 9 is filled to support the pillar 1. Fix the standing condition of.

【0013】パラペット3の上にアンカーボルト5を立
設するには、それを差し込む穴を穿設し、その穴にモル
タル11を充填してアンカーボルト5を垂直に固定す
る。なお、図2に示すように、パラペット3の上面は屋
内側へ低く傾斜しており、この角度が角度自在金具7に
より補正される。
In order to stand the anchor bolt 5 on the parapet 3, a hole for inserting the anchor bolt 5 is formed, and the hole is filled with mortar 11 to fix the anchor bolt 5 vertically. Note that, as shown in FIG. 2, the upper surface of the parapet 3 is slanted toward the indoor side, and this angle is corrected by the angleable metal fitting 7.

【0014】角度自在金具7は、パラペット3の上に置
かれるベース13と、支柱1が差し込まれるソケット1
5とからなるもので、それぞれアルミ合金、鉄合金の金
属により鋳造される。
The angleable metal fitting 7 includes a base 13 placed on the parapet 3 and a socket 1 into which the pillar 1 is inserted.
5 and are cast from metals such as aluminum alloy and iron alloy, respectively.

【0015】ベース13は、ソケット15を受ける上面
が前後方向へ円弧形に湾曲する凸面17となっている。
この湾曲凸面17との相対的な位置関係によりソケット
15の角度が調整され、ソケット15との位置との関係
においてもベース13の位置を変える必要があるので、
アンカーボルト5に差し込む通孔19が前後に特に長く
形成される。いずれにしても、この通孔19には硬化性
粘稠材9を充填するので、広く形成する必要がある。ま
た、このベース13の下面に弾性シートからなる環状の
タイト材21が、硬化性粘稠材9の洩れ防止用として接
着されている。また、このタイト材21によりパラペッ
ト3に対する定着性が良くなる。
The upper surface of the base 13 which receives the socket 15 is a convex surface 17 which is curved in an arc shape in the front-rear direction.
The angle of the socket 15 is adjusted by the relative positional relationship with the curved convex surface 17, and it is necessary to change the position of the base 13 in relation to the position with the socket 15.
A through hole 19 to be inserted into the anchor bolt 5 is formed particularly long in the front and rear. In any case, since the through hole 19 is filled with the curable viscous material 9, it needs to be formed widely. An annular tight material 21 made of an elastic sheet is adhered to the lower surface of the base 13 to prevent the curable viscous material 9 from leaking. Further, the tight material 21 improves the fixability to the parapet 3.

【0016】ソケット15は、支柱1を差し込む保持孔
22が深く形成した容器状であって、底部の中央部にア
ンカーボルト5の貫通孔24を設けたもので、下面に
は、ベース13の湾曲凸面17に沿う形状において湾曲
凹面23が形成されているが、硬化性粘稠材9の充填が
相互に及ぶように、その下面に凹欠部25を設けるとと
もに、ベース13の通孔19に垂下する一対の脚片2
7,27が貫通孔24を間に対峙するように形成され
る。また、硬化性粘稠材9を充填するために、屋内側の
前面にはベース13の通孔19に至る注入孔29が斜め
に形成される。さらに、その前後には、支柱1を止める
押ねじ31の螺入孔33を設けてある。そして、注入孔
29および押ねじ31を隠す蓋37を嵌める嵌着部35
が形成される。また、このソケット15の湾曲凹面23
にもタイト材32が接着される。
The socket 15 is a container having a deep holding hole 22 into which the support column 1 is inserted, and a through hole 24 for the anchor bolt 5 is provided at the center of the bottom of the socket 15. A curved concave surface 23 is formed in a shape along the convex surface 17, but a concave cutout portion 25 is provided on the lower surface thereof so that the curable viscous material 9 can be filled with each other, and the curved concave surface 23 hangs down into the through hole 19 of the base 13. A pair of legs 2
7, 27 are formed so as to face the through hole 24 therebetween. Further, in order to fill the curable viscous material 9, an injection hole 29 reaching the through hole 19 of the base 13 is obliquely formed on the front surface on the indoor side. Further, before and after that, a screw-in hole 33 of a push screw 31 for stopping the support 1 is provided. Then, a fitting portion 35 for fitting a lid 37 that hides the injection hole 29 and the set screw 31.
Is formed. In addition, the curved concave surface 23 of the socket 15
Also, the tight material 32 is bonded.

【0017】支柱1は、四角い筒形にアルミ合金で押出
し成形されたもので、内面に笠木36を取り付けるため
のビスポケット38,38,・・が設けてある。そし
て、この支柱1の下端には、封止板39が止められ、そ
の封止板39の中央にアンカーボルト5が通る抜孔41
を設けてある。この封止板39により補強心材43が受
け止められる。44は、支柱1の高さ調整板である。
The support column 1 is formed by extruding an aluminum alloy into a square tubular shape, and has screw pockets 38, 38, ... For mounting the headstock 36 on the inner surface. A sealing plate 39 is fixed to the lower end of the column 1, and a hole 41 is formed in the center of the sealing plate 39 through which the anchor bolt 5 passes.
Is provided. The reinforcing core material 43 is received by the sealing plate 39. Reference numeral 44 is a height adjusting plate of the column 1.

【0018】補強心材43は、円筒形のスチール管であ
って、これに硬化性粘稠材9が上から充填されるので、
それが支柱1との間にも流出するように、下端部には硬
化性粘稠材9を通す流通孔45,45,・・が穿設され
ている。支柱1をアンカーボルト5にねじ止めするに
は、この補強心材43の中において、アンカーボルト5
にワッシャ40を通し、ナット42を締め付ける。な
お、その際には、Tバーレンチ等の器具を使用する。
The reinforcing core material 43 is a cylindrical steel tube, and the curable viscous material 9 is filled into the reinforcing core material 43 from above.
.. through which the curable viscous material 9 passes, are formed in the lower end portion so that it also flows out to and from the column 1. In order to screw the support column 1 to the anchor bolt 5, in the reinforcing core member 43, the anchor bolt 5
Pass the washer 40 through and tighten the nut 42. At that time, an instrument such as a T-bar wrench is used.

【0019】手摺の組立ては、必要があれば幾つかに分
割して工場においてなされ、その際に、笠木36を被着
する目板47がビスポケツト38により止められ、笠木
36が後付けされる訳であるが、充填の妨げにならない
ように、目板47には補強心材43に相当する箇所に切
欠き49が設けてある。
If necessary, the handrails are assembled in a factory by dividing them into several pieces. At that time, the eye plate 47 to which the headstock 36 is attached is stopped by the bispoke 38 and the headboard 36 is retrofitted. However, a cutout 49 is provided in the eye plate 47 at a position corresponding to the reinforcing core member 43 so as not to hinder filling.

【0020】補強心材43への硬化性粘稠材9の注入に
ついては、それを破裂可能な被膜に包んだカプセル51
を使用し、ナット42の締付け後に、そのカプセル51
を補強心材43の中に落とし込み、上から棒等で突いて
カプセル51を破裂させた。こうすれば、支柱1の下端
部に流動を保持して充填できる。また、カプセル51を
使用せずに、硬化性粘稠材9を直接に切欠き49から注
入させてもよいことは当然である。
Regarding the injection of the curable viscous material 9 into the reinforcing core material 43, the capsule 51 in which it is wrapped in a rupturable film is used.
After tightening the nut 42, the capsule 51
Was dropped into the reinforcing core material 43, and the capsule 51 was ruptured by sticking it from above with a stick or the like. In this way, the lower end of the column 1 can be filled while maintaining the flow. Further, it is natural that the curable viscous material 9 may be directly injected from the notch 49 without using the capsule 51.

【0021】硬化性粘稠材9については、エポキシ樹脂
の接着剤を使用したが、経時的に硬化し且つ必要な強度
を有するものであれば、その材質については特に問うも
のではなく、硬化に速効性がある無収縮のモルタルを使
用することもできる。
An epoxy resin adhesive was used as the curable viscous material 9, but the material is not particularly limited as long as it cures with time and has the required strength. It is also possible to use fast-acting, non-shrink mortar.

【0022】[0022]

【発明の効果】以上説明したように、この発明によれ
ば、手摺支柱を真っ直ぐに立てることができ、殊に、パ
ラペットのように、上面が前後に大きく傾斜していると
きにおいても、その大幅な修正が可能である。また、ア
ンカーボルトが一本のみであって、角度自在金具を介し
て支柱がボルト締めされ、加えて、硬化性粘稠材の硬化
によって支柱の立設状態が確定するために、手摺の構築
状態が強固に保持される。また、座板を有する支柱ベー
スを使用しなく、ボルト締めも極めて少なくなるため
に、作業性が向上し、且つ、手摺の体裁も良好となる等
の優れた効果がある。
As described above, according to the present invention, the handrail support can be erected straight, and in particular, even when the upper surface is largely inclined forward and backward like a parapet, the handrail support can be greatly raised. Can be modified. In addition, since there is only one anchor bolt, the pillar is bolted through the angleable metal fittings, and in addition, the standing state of the pillar is determined by the hardening of the curable viscous material. Is firmly held. Further, since the support base having the seat plate is not used and the bolt tightening is extremely reduced, the workability is improved, and the appearance of the handrail is improved, which is an excellent effect.

【0023】角度自在金具をベースとソケットとの組合
せとしたときには(請求項2)、角度調整が容易である
ばかりか、タイト材により硬化性粘稠材の充填が密とな
り、ベースとソケットとの両方の固定やアンカーボルト
との結合が確実となるために、さらに上記効果を顕著に
発揮できるものである。
When the angleable metal fitting is a combination of the base and the socket (Claim 2), not only the angle can be easily adjusted, but also the tight material causes the hardened viscous material to be densely packed, so that the base and the socket are connected. Since the fixing of both of them and the connection with the anchor bolt are ensured, the above effect can be more remarkably exhibited.

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

【図1】この発明による手摺支柱の立設工法を行う手順
を示す一部切欠した斜視説明図である。
FIG. 1 is a partially cutaway perspective explanatory view showing a procedure of performing an upright construction method of a handrail support column according to the present invention.

【図2】支柱の立設状態を示す一部切欠した側面図であ
る。
FIG. 2 is a partially cutaway side view showing an upright state of a column.

【図3】支柱の立設した状態を示す平面から見た要部断
面図である。
FIG. 3 is a main-portion cross-sectional view seen from a plane showing a state in which a column is erected.

【図4】構築した手摺の正面図である。FIG. 4 is a front view of the constructed handrail.

【符号の説明】[Explanation of symbols]

P 手摺 1 支柱 3 建物躯体としてのパラペット 5 アンカーボルト 7 角度自在金具 9 硬化性粘稠材 13 ベース 15 ソケット 17 湾曲凸面 19 ボルト通孔 21 タイト材 23 湾曲凹面 25 凹欠部 29 注入孔 32 タイト材 P Handrail 1 Strut 3 Parapet 5 as a building body 5 Anchor bolt 7 Angle adjustable metal fitting 9 Curable viscous material 13 Base 15 Socket 17 Curved convex surface 19 Bolt through hole 21 Tight material 23 Curved concave surface 25 Recessed portion 29 Injection hole 32 Tight material

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 建物躯体に立設したアンカーボルトに、
角度自在金具と支柱とを順次通し、角度自在金具を介し
て支柱の角度を調整しつつ、支柱の下端部でナットによ
りボルト締めしてから、角度自在金具の中と支柱の下端
部とに硬化性粘稠材を充填することによって、アンカー
ボルトに対する角度自在金具および支柱の結合、ナット
の締付け、角度調整をそれぞれ固定化することを特徴と
する手摺支柱の立設工法。
1. An anchor bolt installed upright on a building frame,
After passing through the angled bracket and the column in order, adjusting the angle of the column through the angled bracket, bolt the nut at the lower end of the column with a nut, and then harden the inside of the angled bracket and the lower end of the column. A method of standing up handrail columns, which is characterized by fixing the angleable metal fittings and columns to the anchor bolts, tightening the nuts, and adjusting the angle by filling with a viscous viscous material.
【請求項2】 角度自在金具が建物躯体の上に置かれる
ベースと、支柱が差し込まれる容器状のソケットとの組
として構成し、ベースの上面に前後に円弧形となる湾曲
凸面を、ソケットの下面にそれと摺動する湾曲凹面をそ
れぞれ形成するとともに、ベースに設けられている広い
空間としてのボルト通孔に面して凹欠部と脚片とを形成
し、ベースとソケットの各下面にタイト材を当てた状態
において、ソケットの側面に開いている注入孔から、硬
化性粘稠材をベースのボルト通孔に注入し、それをソケ
ットの凹欠部に波及させることを特徴とする請求項1記
載の手摺支柱の立設工法。
2. The angled metal fitting is constructed as a set of a base placed on a building frame and a container-shaped socket into which a support is inserted, and a curved convex surface having a circular arc shape is formed on the upper surface of the base. A curved concave surface that slides with it is formed on the lower surface of the base, and a recessed portion and a leg are formed to face the bolt through hole as a wide space provided in the base. When the tight material is applied, the curable viscous material is injected into the bolt through hole of the base from the injection hole opened on the side surface of the socket, and is propagated to the recessed portion of the socket. Item 1. A method of standing up a handrail support column.
JP4066496A 1996-02-01 1996-02-01 Erecting method for handrail stanchion Pending JPH09209537A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4066496A JPH09209537A (en) 1996-02-01 1996-02-01 Erecting method for handrail stanchion

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4066496A JPH09209537A (en) 1996-02-01 1996-02-01 Erecting method for handrail stanchion

Publications (1)

Publication Number Publication Date
JPH09209537A true JPH09209537A (en) 1997-08-12

Family

ID=12586806

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4066496A Pending JPH09209537A (en) 1996-02-01 1996-02-01 Erecting method for handrail stanchion

Country Status (1)

Country Link
JP (1) JPH09209537A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005226376A (en) * 2004-02-16 2005-08-25 San Rail:Kk Fitting structure of handrail support
JP2007120135A (en) * 2005-10-27 2007-05-17 Try Engineering Co Ltd Support for handrail and its mounting method
KR101159684B1 (en) * 2009-12-24 2012-06-26 배대환 Railing pillar establishment system of timber trestle bridge
JP2018119267A (en) * 2017-01-23 2018-08-02 フクビ化学工業株式会社 Fence structure for deck

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005226376A (en) * 2004-02-16 2005-08-25 San Rail:Kk Fitting structure of handrail support
JP2007120135A (en) * 2005-10-27 2007-05-17 Try Engineering Co Ltd Support for handrail and its mounting method
KR101159684B1 (en) * 2009-12-24 2012-06-26 배대환 Railing pillar establishment system of timber trestle bridge
JP2018119267A (en) * 2017-01-23 2018-08-02 フクビ化学工業株式会社 Fence structure for deck

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