JPS63226449A - Apparatus for directly mounting handrail support by concrete - Google Patents
Apparatus for directly mounting handrail support by concreteInfo
- Publication number
- JPS63226449A JPS63226449A JP6207987A JP6207987A JPS63226449A JP S63226449 A JPS63226449 A JP S63226449A JP 6207987 A JP6207987 A JP 6207987A JP 6207987 A JP6207987 A JP 6207987A JP S63226449 A JPS63226449 A JP S63226449A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- handrail
- handrail support
- tightening
- fixed
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 description 3
- 229910000838 Al alloy Inorganic materials 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000000956 alloy Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 210000002105 tongue Anatomy 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Steps, Ramps, And Handrails (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、建物(又はこれに類する構築物を含む)の屋
上バラベット、廊下等のコンクリートに手摺支柱な立設
固定する手摺支柱のコンクリート直付装置に関する。Detailed Description of the Invention (Industrial Application Field) The present invention is directed to the direct attachment of handrail supports to concrete, such as those on rooftops of buildings (including similar structures), corridors, etc. Regarding equipment.
(背景技術)
従来、′:Iンクリートに手摺支柱を立設固定するには
、支柱ホルダーを用い、この支柱ホルダーをコンクリー
ト上面にアンカーボルトで締着し、支柱下端をこれに挿
入して、更にボルトナツトで締着するものとされている
。(Background technology) Conventionally, in order to erect and fix a handrail post on ':I concrete, a post holder is used, this post holder is fastened to the upper surface of the concrete with an anchor bolt, the lower end of the post is inserted into this, and then It is supposed to be fastened with bolts and nuts.
しかし、この場合、アンカーボルトヲ用いるから、ホル
ダー周囲に厚肉の固定片が張出さざるを得す、また、固
定強度を確保するため、その挿入深さも比較的大きく、
従って、このホルダーは鋳物等で大型厚肉なものとなる
ことが避は得す、外観を損うとともに、コスト的にも上
昇せざるを得ない。However, in this case, since an anchor bolt is used, a thick fixing piece has to protrude around the holder, and in order to ensure fixing strength, the insertion depth is relatively large.
Therefore, it is inevitable that this holder be made of cast metal or the like and be large and thick, which impairs the appearance and increases the cost.
(発明の目的)
本発明は、このような従来の手摺支柱の立設固定装置の
欠点に鑑みてなされたもので、ホルダーを用いることな
く、外観良く、シかも、高い耐水平荷重性を備えて強固
な固定をなし得る手摺支柱のコンクリート直付装にを提
供せんとするものである。(Object of the Invention) The present invention has been made in view of the shortcomings of the conventional handrail support erecting and fixing device. The purpose of the present invention is to provide a method for directly attaching handrail supports to concrete that can be firmly fixed.
(発明の構成)
本発明は、上記目的に添い、長尺貫通用の緊締ポルトを
コンクリートアンカーに直立固定して、この緊締ポルト
により手摺支柱を一体的に緊締固定してなるものであっ
て、即ち1本発明は、建物コンクリート上面にコンクリ
ートアンカーを埋設固定するとともに、該アンカーに長
尺緊締ポルトを直立固定せしめ、緊締ポルトの下部にお
いて、下部ナツトの締着によりコンクリート上面に圧着
された嵌合部材に手摺支柱の下端を嵌合せしめ、緊締ポ
ルトの上部においては、手摺支柱開口部に横架する手摺
笠木又はこれに固定された横架部材上面に上部す一、
トな締着し、手摺支柱内を貫通せる長尺緊締ボルトによ
り該手摺支柱をコンクリート上面に一体的に緊締固定せ
しめてなることを特徴とする手摺支柱のコンクリート直
付装置を要旨とするものである。(Structure of the Invention) In accordance with the above-mentioned object, the present invention is such that a long-length penetration tightening port is fixed upright to a concrete anchor, and a handrail support column is integrally tightened and fixed by this tightening port. That is, 1 the present invention embeds and fixes a concrete anchor in the upper surface of building concrete, and at the same time fixes a long tightening port upright to the anchor, and at the lower part of the tightening port, the fitting is crimped to the upper surface of the concrete by tightening a lower nut. The lower end of the handrail support is fitted into the member, and at the upper part of the tightening port, the upper part is attached to the upper surface of the handrail cap hanging horizontally in the handrail support opening or the horizontal member fixed to this.
The gist of this invention is a device for directly attaching a handrail support to concrete, which is characterized in that the handrail support is integrally tightened and fixed to the upper surface of the concrete using a long tightening bolt that can penetrate through the inside of the handrail support. be.
以下、実施例を示す図面に従って本発明を説明すれば、
第1図において、1はアルミニウム合金押出型材製の手
摺であり、この手摺1は、断面円型パイプ状の支柱2を
複数揃え、これら支柱2間上端に手摺笠木4を横架状に
架設固定してなる高さ30〜50(m程度のいわゆるパ
イプ手摺である。The present invention will be described below with reference to drawings showing embodiments.
In Fig. 1, reference numeral 1 denotes a handrail made of extruded aluminum alloy material, and this handrail 1 has a plurality of pillars 2 each having a circular cross section and a pipe-like shape, and a handrail cap 4 is constructed and fixed in a horizontal structure at the upper end between these pillars 2. It is a so-called pipe handrail with a height of about 30 to 50 m.
この手摺1は、コンクリ )JJ5上面に直付けされて
いる。即ち、コンクリート壁8には。This handrail 1 is directly attached to the top of the concrete JJ5. That is, for the concrete wall 8.
コンクリートアンカー9が埋設固定すれ、このコンクリ
ートアンカ−9上部開口部10には雌ネジ部が設けられ
、この開口部10に緊締ポルト11の下端雄ネジ部12
がネジ締結されて、この緊締ポルト11がコンクリート
壁8上に直立固定されている。The concrete anchor 9 is buried and fixed, and the upper opening 10 of this concrete anchor 9 is provided with a female threaded portion, and the lower end male threaded portion 12 of the tightening port 11 is provided in this opening 10.
are fastened with screws, and this tightening port 11 is fixed upright on the concrete wall 8.
緊締ポルト11は鋼製のものが用いられ、その上下部に
雄ネジを刻設して有する長尺のものとされ、手摺支柱2
よりやや長いものが用いられている。The tightening port 11 is made of steel, and is a long one with male threads carved into the upper and lower parts of the bolt.
A slightly longer one is used.
緊締ホルト11の下部においては、コンクリート壁8上
に円盤状厚肉鋼板製又はアルミニ”ム合金製の嵌合部材
・13が載置され、且つこの嵌合部材13はその中央部
長孔で位置調節可能屹緊締ボルト11を貫通せしめてお
り、そしてその下部ネジ部に螺装された下部ナツト14
がワッシャ15を介して、嵌合部材13上面でこれを締
着しており、従って、この嵌合部材13は上記コンクリ
ート壁8上面にこれにより圧着されてなる。At the bottom of the tightening bolt 11, a disc-shaped thick-walled steel plate or aluminum alloy fitting member 13 is placed on the concrete wall 8, and the position of the fitting member 13 is adjusted using a long hole in the center thereof. A lower nut 14 passes through the tightening bolt 11 and is screwed onto the lower threaded portion of the lower nut 14.
is fastened to the upper surface of the fitting member 13 via the washer 15, and thus the fitting member 13 is crimped to the upper surface of the concrete wall 8.
この嵌合部材13には手摺支柱2がこれを被嵌状に下端
で嵌合しており、且つ手摺支柱2はコンクリート壁8上
面に接するようKされている。A handrail support 2 is fitted into the fitting member 13 at its lower end, and the handrail support 2 is bent so as to be in contact with the upper surface of the concrete wall 8.
上記緊締ポルト11は、この手摺支柱2の内部に収納内
蔵され、これを貫通して上方に至っている。The tightening port 11 is housed inside the handrail post 2 and extends upward through it.
一方、手摺支柱2上端の開口部は手摺1の長手方向に添
って円弧状の切欠き加工がなされ、この切欠き部3上屹
は、手摺笠木4の割円状基板5が横架しており、また、
この基板5は長手方向に一体に上面を平坦水平とした厚
肉補強部7を備えている。そして、緊締ポルト11はこ
の厚肉補強部7の透孔によって、基板5上方にそのネジ
部を突出している。On the other hand, the opening at the upper end of the handrail post 2 has an arc-shaped notch along the length of the handrail 1, and the upper part of the notch 3 is horizontally supported by the split circular base plate 5 of the handrail cap 4. Also,
This substrate 5 is integrally provided in the longitudinal direction with a thick reinforcing portion 7 whose upper surface is flat and horizontal. The tightening port 11 has its threaded portion protruding above the board 5 through the through hole of the thick reinforcing portion 7.
緊締ポルト11の上部において、この基板5上に突出し
たネジ部には上部ナツト16がワンシャ17を介して締
着され、厚肉補強部7を挟圧している。At the upper part of the tightening port 11, an upper nut 16 is fastened to the threaded portion protruding onto the base plate 5 via a washer 17, and presses the thick reinforcing portion 7.
このようにして1手摺支柱2はコンクリート、上面に一
体的に緊締固定がなされている。In this way, one handrail support post 2 is integrally tightened and fixed to the upper surface of the concrete.
なお、図中6は手摺笠木本体で、カバー状に構成され、
上記笠木基部5上に嵌着されている。In addition, 6 in the figure is the main body of the handrail kasagi, which is structured like a cover.
It is fitted onto the Kasagi base 5.
また、第2図においては、断面略方形状の手摺支柱2を
用い、その上部において、横架部材18を用いた場合を
示す。即ち、横架部材18は、手摺笠木4長手方向両端
に取付用舌片19゜19を備え、中央部を下方に突出し
た嵌合突部20とするとともに、その上面を凹陥部21
として1手摺支柱2の上端開口部に嵌合状に横架するも
のとされている。Further, FIG. 2 shows a case where a handrail support post 2 having a substantially rectangular cross section is used, and a horizontal member 18 is used at the top thereof. That is, the horizontal member 18 is provided with mounting tongues 19° 19 at both ends in the longitudinal direction of the handrail cap 4, has a fitting protrusion 20 protruding downward in the center, and has a concave portion 21 on its upper surface.
It is assumed that one handrail support post 2 is horizontally suspended in a fitted manner at the upper end opening.
そして、この場合、この嵌合突部に設けられた透孔によ
って、緊締ポルト11が凹陥部21内に至り、第1図と
同様に、ワッシャ17を介して上部ナツト16でこの横
架部材18上に締着して、手摺支柱2をコンクリート壁
土に一体的に緊締固定している。In this case, the tightening port 11 reaches into the recessed part 21 through the through hole provided in this fitting protrusion, and as in FIG. The handrail support 2 is integrally tightened and fixed to the concrete wall soil by tightening the handrail support 2 at the top.
なお、第2図において1図中22は手摺笠木4固定ネジ
、23は1手摺支柱2内側のタッピングホール24に螺
入して横架部材18を固定したネジを示す。In FIG. 2, reference numeral 22 in FIG. 1 indicates a screw for fixing the handrail cap 4, and reference numeral 23 indicates a screw that is screwed into the tapping hole 24 inside the handrail column 2 to fix the horizontal member 18.
本発明で用いられる緊締ポルトはもとより、その全長に
雄ネジ部を有してよいが、上記実施例に示すとおり、そ
の上下部にこれを備えれば足りる。また、単−一体に設
けず1手摺支柱の高さに適用できるよう、途中で連結し
たものを用いてもよい。The tightening port used in the present invention may of course have a male threaded portion along its entire length, but as shown in the above embodiment, it is sufficient to provide this at the upper and lower portions. In addition, instead of being provided as a single piece, it may be possible to use one connected in the middle so that it can be applied to the height of one handrail support.
この緊締ポルトのコンクリートアンカーへの固定は、上
記ネジ締結又は溶接が用いつるが、これらを併用しても
もとより良い。The tightening port can be fixed to the concrete anchor by the above-mentioned screw fastening or welding, but it is better to use these in combination.
また、手摺支柱の形状は問わないが、下端において嵌合
する嵌合部材は、この形状に合わせて、これと内嵌、外
嵌又は溝嵌合するものとし得て、平板状のものに限る必
要はない。Furthermore, although the shape of the handrail post does not matter, the fitting member that fits at the lower end may be fitted internally, externally, or grooved depending on the shape, and is limited to a flat plate. There's no need.
更に、手摺笠木は、その上部ナツト締着部に別体のこれ
に添うブロック状のものを設置してもよく、横架部材に
も、その形状によっては別途更にプレート状等の補強を
施すこともできる。Furthermore, a separate block-like object may be installed at the upper nut fastening part of the handrail cap, and depending on the shape of the horizontal member, additional reinforcement such as a plate may be applied separately. You can also do it.
本発明は、このように、上記実施例に限らず、発明の唆
旨に反しない限り、コンクリートアンカー、緊締ボルト
等々各部の具体的形状、構造。As described above, the present invention is not limited to the above-described embodiments, but may include the specific shapes and structures of concrete anchors, tightening bolts, etc., as long as they do not contradict the spirit of the invention.
材質他部材の追加や工程の順等は様々になし得ることは
以上から知得し得るところである。It can be seen from the above that materials and other parts can be added, the order of steps, etc. can be changed in various ways.
(発明の効果〕
本発明は、建物コンクリート上面にコンクリートアンカ
ーを埋設固定するとともに、このアンカーに長尺緊締ポ
ルトを直立固定して、手摺支柱内を貫通せるこの緊締ポ
ルトにより手摺支柱をコンクリート上面に一体的に緊締
固定せしめたので、従来のホルダーによって支柱下端を
固定するものに対して、耐水平荷重性を著るしく向上す
るとともに、必要かつ充分な手摺固定強度を得られる。(Effects of the Invention) The present invention embeds and fixes a concrete anchor in the upper surface of building concrete, and fixes a long tensioning port upright to this anchor, and uses this tightening port that can penetrate inside the handrail support to secure the handrail support to the upper surface of the concrete. Since it is integrally tightened and fixed, the horizontal load resistance is significantly improved compared to the conventional holder that fixes the lower end of the column, and the necessary and sufficient handrail fixing strength can be obtained.
また、緊締ポルト、の下部において、下部ナットの締着
によりコンクリート上面に圧着された嵌合部材に手摺支
柱の下端を嵌合せしめたので、手摺支柱の捩れやズレを
防止し、しかも、手摺の水平荷重を面で受けることが出
来る。そして、この嵌合によって、手摺支柱下方に嵌合
部材が露出しないか、露出しても極く僅かなものとなし
えるから、外観を損うことはない。In addition, at the bottom of the tightening port, the lower end of the handrail post is fitted to the fitting member that is crimped to the top surface of the concrete by tightening the lower nut, which prevents the handrail post from twisting or shifting. Horizontal loads can be received on the surface. Due to this fitting, the fitting member is not exposed below the handrail support column, or even if it is exposed, it is only slightly exposed, so that the appearance is not impaired.
更に、緊締ポルトの上部において、上部ナツトは手摺支
柱開口部に横架する手摺笠木又はこれに固定された横架
部材上面に締着することとしたから、手摺支柱への緊締
力を均一に分散し易く、長期に安定した手摺支柱の緊締
固定を確保できる。Furthermore, at the top of the tightening port, the upper nut is tightened to the top surface of the handrail cap hanging horizontally at the handrail support opening or to the horizontal member fixed to this, so the tightening force to the handrail support is evenly distributed. Easy to tighten and secure long-term stable handrail support tightening and fixing.
図面は実施例を示すもので、第1図は、緊締ポルトの上
部において手摺笠木を用いた場合の一部を切欠いた縦断
面図、第2図は同じく横架部材を用いた場合の一部を切
欠いた正面図。The drawings show examples, and Fig. 1 is a partially cutaway vertical cross-sectional view of the case where a handrail shade tree is used at the upper part of the tightening port, and Fig. 2 is a partially cutaway longitudinal sectional view of the case where a horizontal frame member is also used. A cutaway front view.
Claims (1)
定するとともに、該アンカーに長尺緊締ボルトを直立固
定せしめ、緊締ボルトの下部において、下部ナットの締
着によりコンクリート上面に圧着された嵌合部材に手摺
支柱の下端を嵌合せしめ、緊締ボルトの上部においては
、手摺支柱開口部に横架する手摺笠木又はこれに固定さ
れた横架部材上面に上部ナットを締着し、手摺支柱内を
貫通せる長尺緊締ボルトにより該手摺支柱をコンクリー
ト上面に一体的に緊締固定せしめてなることを特徴とす
る手摺支柱のコンクリート直付装置。A concrete anchor is buried and fixed in the upper surface of the concrete of the building, and a long tightening bolt is fixed upright to the anchor, and at the bottom of the tightening bolt, the lower end of the handrail support is attached to the fitting member that is crimped to the upper surface of the concrete by tightening the lower nut. At the top of the tightening bolt, tighten the upper nut to the upper surface of the handrail cap horizontally suspended in the handrail support opening or the horizontal member fixed to this, and attach a long tightening bolt that passes through the inside of the handrail support. A device for directly attaching a handrail post to concrete, characterized in that the handrail post is integrally tightened and fixed to the upper surface of the concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6207987A JPS63226449A (en) | 1987-03-17 | 1987-03-17 | Apparatus for directly mounting handrail support by concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6207987A JPS63226449A (en) | 1987-03-17 | 1987-03-17 | Apparatus for directly mounting handrail support by concrete |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63226449A true JPS63226449A (en) | 1988-09-21 |
JPH0444656B2 JPH0444656B2 (en) | 1992-07-22 |
Family
ID=13189702
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6207987A Granted JPS63226449A (en) | 1987-03-17 | 1987-03-17 | Apparatus for directly mounting handrail support by concrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63226449A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0288842A (en) * | 1988-09-26 | 1990-03-29 | Suwan Shoji Kk | Fixing device of hand-rail |
JPH0544321A (en) * | 1991-02-26 | 1993-02-23 | Sanken Sash:Kk | Mounting of balustrade |
JP2010203041A (en) * | 2009-02-27 | 2010-09-16 | Toyo Exterior Co Ltd | Structure for connecting cylindrical support |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5118586U (en) * | 1974-07-23 | 1976-02-10 |
-
1987
- 1987-03-17 JP JP6207987A patent/JPS63226449A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5118586U (en) * | 1974-07-23 | 1976-02-10 |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0288842A (en) * | 1988-09-26 | 1990-03-29 | Suwan Shoji Kk | Fixing device of hand-rail |
JPH059585B2 (en) * | 1988-09-26 | 1993-02-05 | Swan Shoji Kk | |
JPH0544321A (en) * | 1991-02-26 | 1993-02-23 | Sanken Sash:Kk | Mounting of balustrade |
JP2010203041A (en) * | 2009-02-27 | 2010-09-16 | Toyo Exterior Co Ltd | Structure for connecting cylindrical support |
Also Published As
Publication number | Publication date |
---|---|
JPH0444656B2 (en) | 1992-07-22 |
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