JP3002859B2 - Handrail mounting method - Google Patents

Handrail mounting method

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Publication number
JP3002859B2
JP3002859B2 JP25578595A JP25578595A JP3002859B2 JP 3002859 B2 JP3002859 B2 JP 3002859B2 JP 25578595 A JP25578595 A JP 25578595A JP 25578595 A JP25578595 A JP 25578595A JP 3002859 B2 JP3002859 B2 JP 3002859B2
Authority
JP
Japan
Prior art keywords
handrail
concrete
fitting
mounting
mounting hole
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 - Lifetime
Application number
JP25578595A
Other languages
Japanese (ja)
Other versions
JPH0978787A (en
Inventor
成太郎 海老
Original Assignee
白水興産株式会社
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 白水興産株式会社 filed Critical 白水興産株式会社
Priority to JP25578595A priority Critical patent/JP3002859B2/en
Publication of JPH0978787A publication Critical patent/JPH0978787A/en
Application granted granted Critical
Publication of JP3002859B2 publication Critical patent/JP3002859B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Steps, Ramps, And Handrails (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、コンクリートで
構築した建築物のベランダや屋上等に、手摺を後付けす
るための手摺の取付工法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of attaching a handrail to retrofit a handrail to a veranda or a roof of a building constructed of concrete.

【0002】[0002]

【従来の技術】周知のように、コンクリートを打設して
構築する建築物のベランダや屋上等に手摺を設置する場
合には、コンクリートを打設する前にアンカー部材を予
め埋め込んでおき、このアンカー部材に、手摺の支柱を
固定するのが一般的な取付方法である。一方、既設の建
築物に手摺を後付けする場合には、必要な部分のコンク
リートを斫り、鉄筋を露出させ、この鉄筋にアンカー部
材を溶接していた。また、コンクリートを斫ることなく
既設の建築物に手摺を後付けするものとして、設置箇所
に所定の間隔で固定孔を開設し、この固定孔に接着剤を
介して筒材を固定し、この筒材に手摺の支柱を挿通して
手摺を設置するようにしたものが、実開平3−5852
9号公報等によって知られている。
2. Description of the Related Art As is well known, when a handrail is installed on a veranda, a roof, or the like of a building constructed by casting concrete, an anchor member is embedded in advance before the concrete is cast. It is a general attachment method to fix the support of the handrail to the anchor member. On the other hand, when retrofitting a handrail to an existing building, a necessary portion of the concrete was cut off, the reinforcing bar was exposed, and an anchor member was welded to the reinforcing bar. In addition, as a means of retrofitting a handrail to an existing building without cutting concrete, fixing holes are opened at predetermined intervals at the installation location, and a cylinder is fixed to this fixing hole with adhesive, and this cylinder is fixed. The handrail is installed by inserting a handrail post into the material.
No. 9 and other publications.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、アンカ
ー部材を溶接する場合は、手摺の支柱の位置確認が難し
く、また溶接作業が必要であるために、熟練工による施
工が不可欠であった。更に、施工可能なタイミングが限
られており、施工する期間が短く、遅れると後の工程
(例えば、モルタル詰め、コテ押え、吹付材の吹付等)
に影響を及ぼしていた。また、上記筒材を利用して設置
する手摺においては、固定孔が大径であるために、この
固定孔を開設する際に、ダイヤモンド工具等の特殊工具
が必要になっている。また、施工の完了した手摺におい
ては、支柱の付根、即ち筒材に応力が集中することにな
るので、コンクリートが放射方向に破損し易い。更に、
筒材に応力が集中するため、この筒材が中空のため座屈
を起こし易く、手摺が変形、或は破損し易く、信頼性が
乏しかった。しかも、割高な接着剤の充填量が多いた
め、コストの高いものになっていた。本発明は上記に鑑
み提案されたもので、既設の建築物に容易に設置でき、
安価で安全な手摺の取付工法を提供することを目的とす
る。
However, when welding an anchor member, it is difficult to confirm the position of the support of the handrail, and a welding operation is required. Furthermore, the timing at which construction is possible is limited, and the construction period is short, and if it is delayed, subsequent processes (for example, mortar filling, ironing down, spraying of spraying material, etc.)
Had been affected. Further, in the handrail which is installed by using the above-mentioned tubular material, a special tool such as a diamond tool is required when opening the fixing hole because the fixing hole has a large diameter. Further, in the completed handrail, stress is concentrated on the root of the column, that is, on the cylindrical member, so that the concrete is easily damaged in the radial direction. Furthermore,
Since the stress is concentrated on the tubular member, the tubular member is hollow and easily buckled, and the handrail is easily deformed or broken, resulting in poor reliability. In addition, the cost is high due to the large amount of expensive adhesive filling. The present invention has been proposed in view of the above, can be easily installed in an existing building,
An object of the present invention is to provide an inexpensive and safe handrail mounting method.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するた
め、請求項1に記載した発明は、コンクリート躯体に墨
出して、ハンマードリルで取付孔を穿設する工程と、取
付孔に充填材を注入し、埋込部材とアングル状鋼材によ
り形成した連接部材とを溶接してなる連結金具の埋込部
材側を上記取付孔に挿入して硬化させ、連結金具をコン
クリート躯体に起立させる工程と、起立した連結金具の
連接部材側に、嵌着孔を有して中空状の支柱を備える手
摺本体を被着する工程と、を備え、上記各工程を結合し
て、手摺本体をコンクリート躯体に後付けすることを特
徴とする手摺の取付工法である。請求項2に記載した発
明は、コンクリート躯体に墨出して、ハンマードリルで
取付孔を穿設する工程と、取付孔に充填材を注入し、埋
込部材と平鋼材により形成した連接部材とを溶接してな
る連結金具の埋込部材側を上記取付孔に挿入して硬化さ
せ、連結金具をコンクリート躯体に起立させる工程と、
起立した連結金具の連接部材側に、嵌着孔を有して中空
状の支柱を備える手摺本体を被着する工程と、を備え、
上記各工程を結合して、手摺本体をコンクリート躯体に
後付けすることを特徴とする手摺の取付工法である。請
求項3に記載した発明は、コンクリート躯体に墨出し
て、ハンマードリルで取付孔を穿設する工程と、取付孔
に充填材を注入し、埋込部材と角筒状鋼材により形成し
た連接部材とを溶接してなる連結金具の埋込部材側を上
記取付孔に挿入して硬化させ、連結金具をコンクリート
躯体に起立させる工程と、起立した連結金具の連接部材
側に、嵌着孔を有して中空状の支柱を備える手摺本体を
被着する工程と、を備え、上記各工程を結合して、手摺
本体をコンクリート躯体に後付けすることを特徴とする
手摺の取付工法である。請求項4に記載した発明は、
ンクリート躯体に墨出して、ハンマードリルで取付孔を
穿設する工程と、取付孔に充填材を注入し、埋込部材と
円筒状鋼材により形成した連接部材とを溶接してなる連
結金具の埋込部材側を上記取付孔に挿入して硬化させ、
連結金具をコンクリート躯体に起立させる工程と、起立
した連結金具の連接部材側に、嵌着孔を有して中空状の
支柱を備える手摺本体を被着する工程と、を備え、上記
各工程を結合して、手摺本体をコンクリート躯体に後付
することを特徴とする手摺の取付工法である。
In order to achieve the above object, according to the first aspect of the present invention, there is provided a process of inking a concrete body and drilling a mounting hole with a hammer drill, and filling the mounting hole with a filler. Injected and embedded material and angled steel
A step of inserting the embedded member side of the connection fitting formed by welding the connection member formed in the mounting hole into the mounting hole and hardening, and erecting the connection fitting in the concrete skeleton, on the connection member side of the standing connection fitting, Attaching a handrail main body having a hollow support having a fitting hole, and attaching the handrail main body to a concrete skeleton by combining the above steps. It is. According to the invention described in claim 2, the ink is printed on the concrete body and is hammer drilled.
The process of drilling the mounting holes, filling the mounting holes with filler and filling
The connecting member made of flat steel material
Insert the embedded member side of the connecting bracket into the mounting hole and cure it.
And erecting the connecting bracket on the concrete skeleton,
A hollow with a fitting hole on the connecting member side of the upright connecting fitting
Attaching a handrail body having a columnar support,
Combine the above steps to make the handrail body a concrete body
This is a method for attaching handrails, which is to be retrofitted . According to the third aspect of the present invention, the concrete body is marked with ink.
And drilling a mounting hole with a hammer drill.
Is filled with a filling material, and it is formed by an embedding member and a square tubular steel
With the embedded member side of the connecting bracket welded to the connecting member
Insert it into the mounting hole and cure it.
The process of erecting on the skeleton and the connecting member of the erecting connection fitting
On the side, a handrail body with a hollow support having a fitting hole
Attaching, and combining the above steps to form a handrail.
A method for attaching a handrail, characterized by attaching a main body to a concrete frame later . Invention, co according to claim 4
Ink on the concrete body and use a hammer drill to drill the mounting holes.
Drilling process, filling material into the mounting hole,
A joint formed by welding a connecting member made of cylindrical steel
Insert the embedding member side of the metal fitting into the mounting hole and cure it,
The process of erecting the connection fitting on the concrete frame and the erecting
On the connecting member side of the connecting metal fitting, a hollow
Applying a handrail body having a support, and
Combine each process and retrofit the handrail body to the concrete body
Only a mounting method of the handrail, characterized by.

【0005】[0005]

【発明の実施の形態】以下、本発明を図示の実施の形態
について説明すると、図1は本発明に係る手摺の取付構
造を示す分解斜視図である。尚、図面では、左右に別個
の実施の形態を示している。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an exploded perspective view showing a handrail mounting structure according to the present invention. In the drawings, left and right separate embodiments are shown.

【0006】本発明に係る手摺の取付工法は、建築物の
コンクリート躯体1に取付孔2を開設し、一端が上記躯
体1の取付孔2に挿着可能であると共に他端が後述する
手摺本体4の支柱41の嵌着孔42に嵌着可能な連結金
具3を上記取付孔2に装着し、この連結金具3に嵌着孔
42を有して中空状の支柱41を備える手摺本体4を被
着するものである。
In the method of attaching a handrail according to the present invention, a mounting hole 2 is opened in a concrete skeleton 1 of a building, one end of which can be inserted into the mounting hole 2 of the skeleton 1 and the other end of which is described later. A connecting metal fitting 3 that can be fitted into the fitting hole 42 of the support post 41 is mounted in the mounting hole 2, and the handrail body 4 having the fitting hole 42 in the connecting metal fitting 3 and having the hollow support 41 is provided. It is to adhere.

【0007】コンクリート躯体1は、例えばベランダの
床部11の外縁立上り部12である。そこで、この立上
り部12の上端面に取付孔2を開設する。このとき、取
付孔22は、後述する連結金具3を挿入可能であればよ
いので、直径は20〜22mm程度でよい。また、深さ
は80mm程度でよい。従って、ハンマードリルを使用
して穿設することができ、コアボーリング機等、特殊な
機械工具を使用する必要がない。尚、取付孔2を開設す
るときに、床部11に配設した鉄筋を切らないように、
或は邪魔にならないように間隔を考慮しておくとよい。
そして、鉄筋を切る恐れがある場合には、後述する連結
金具3の内外を逆にするように、取付孔の位置を図1に
示す破線の位置とするとよい。
The concrete skeleton 1 is, for example, an outer edge rising portion 12 of a floor portion 11 of a veranda. Therefore, the mounting hole 2 is formed on the upper end surface of the rising portion 12. At this time, the diameter of the mounting hole 22 may be about 20 to 22 mm, as long as it is possible to insert the connecting fitting 3 described later. Further, the depth may be about 80 mm. Therefore, it can be drilled using a hammer drill, and there is no need to use a special machine tool such as a core boring machine. When opening the mounting hole 2, be careful not to cut the reinforcing bars provided on the floor 11.
Alternatively, it is good to consider the interval so as not to interfere.
Then, when there is a risk of cutting the reinforcing bar, the position of the mounting hole may be set to the position indicated by the broken line in FIG. 1 so that the inside and outside of the connection fitting 3 described later are reversed.

【0008】上記のような取付孔2に挿着する連結金具
3は、埋込部材を形成する中実棒状鋼材と連結金具とを
溶接して構成する。図2に示す実施形態では、埋込部材
として例えば直径16mm、長さ120mm程度の異形
鉄筋31と、連接部材として例えば板厚3.2mm程度
の鋼板を28×40mm程度のC型に曲げ加工したアン
グル状鋼材32とを溶接して形成している。尚、上記ア
ングル状鋼材32の長さは、300mm程度であって、
溶接した連結金具3の全長は380mm程度である。
The connecting fitting 3 inserted into the mounting hole 2 as described above is formed by welding a solid bar-shaped steel material forming an embedded member and the connecting fitting. In the embodiment shown in FIG. 2, for example, a deformed reinforcing bar 31 having a diameter of about 16 mm and a length of about 120 mm as an embedding member, and a steel plate having a thickness of about 3.2 mm as a connecting member are bent into a C shape of about 28 × 40 mm. It is formed by welding the angle-shaped steel material 32. In addition, the length of the angle-shaped steel material 32 is about 300 mm,
The total length of the welded connection fitting 3 is about 380 mm.

【0009】また、図3における連結金具3は、上記と
同様に埋込部材としての異形鉄筋31と、連接部材とし
ての28×40mm程度のL型のアングル状鋼材32と
で連結金具3を形成している。一方、図4における連結
金具3は、板厚3.2mm程度の鋼板を16×22mm
程度に曲げ加工したアングル状鋼材32の先端を、前記
したような異形鉄筋31の周面に溶接している。即ち、
異形鉄筋31とアングル状鋼材32とが重なっていな
い。
In the same manner as described above, the connecting fitting 3 in FIG. 3 is formed by a deformed reinforcing bar 31 as an embedding member and an L-shaped angled steel material 32 of about 28 × 40 mm as a connecting member. are doing. On the other hand, the connection fitting 3 in FIG.
The tip of the angle-shaped steel material 32 bent to a certain degree is welded to the peripheral surface of the deformed reinforcing bar 31 as described above. That is,
The deformed reinforcing bar 31 and the angled steel material 32 do not overlap.

【0010】更に、図5においては、埋込部材として1
6mm程度の異形鉄筋31と、連接部材として16×2
2mm程度の平鋼33とを溶接して連結金具3を形成し
ている。尚、この実施形態では、支柱41を止めるネジ
5を止着し易いように、平鋼33にルーズ孔34を予め
工場加工によって形成してある。
[0010] Further, in FIG.
A deformed reinforcing bar 31 of about 6 mm and a connecting member of 16 × 2
The connecting bracket 3 is formed by welding a flat steel 33 of about 2 mm. In this embodiment, a loose hole 34 is previously formed in the flat steel 33 by factory processing so that the screw 5 for fixing the column 41 can be easily fastened.

【0011】一方、図6による実施の形態では、(A)
の断面図に示すように、埋込部材として16mm程度の
異形鉄筋31を用いると共に、連接部材として38×2
8mm程度の角筒状鋼材35を用い、一隅の両側面に開
設した溶接孔を通して溶接することにより連結金具3を
形成している。即ち、栓溶接部61で異形鉄筋31と角
筒状鋼材35とを一体にしている。尚、この実施の形態
では、(B)の要部側面図に示すように、後述する支柱
41の下方部分を覆う下部カバー材44を設けている。
On the other hand, in the embodiment shown in FIG.
As shown in the cross-sectional view, a deformed reinforcing bar 31 of about 16 mm is used as an embedding member, and 38 × 2 is used as a connecting member.
The connection fitting 3 is formed by welding a square cylindrical steel material 35 of about 8 mm through welding holes formed on both side surfaces of one corner. That is, the deformed reinforcing bar 31 and the rectangular tubular steel material 35 are integrated at the plug welding portion 61. In this embodiment, as shown in the side view of the main part of (B), a lower cover member 44 is provided to cover a lower portion of a pillar 41 described later.

【0012】図7に示す実施の形態では、図6と同様に
形成した連結金具3にベースプレート7を追加してい
る。即ち、異形鉄筋31を貫通させたほゞ方形のベース
プレート7を角筒状鋼材35の下端面に溶接して、コン
クリート天端部13に当接させている。このような構成
によれば、より大きな荷重に対して座屈を防止すること
ができると共に、コンクリート天端部13の仕上げ状態
に左右されずに、下部カバー材44と協働して体裁の良
い手摺を提供可能である。
In the embodiment shown in FIG. 7, a base plate 7 is added to the connection fitting 3 formed in the same manner as in FIG. That is, the substantially rectangular base plate 7 having the deformed reinforcing bar 31 penetrated is welded to the lower end surface of the rectangular tubular steel material 35 and is brought into contact with the concrete top end 13. According to such a configuration, buckling can be prevented with respect to a larger load, and the appearance can be improved in cooperation with the lower cover member 44 without depending on the finishing state of the concrete top end 13. Handrails can be provided.

【0013】図8に示す実施の形態では、埋込部材とし
て16mm程度の異形鉄筋31を用いると共に、連接部
材として直径32mm程度の円筒状鋼材36を用い、異
形鉄筋31と円筒状鋼材36の周面の栓溶接部61を介
して溶接することにより連結金具3を形成している。
In the embodiment shown in FIG. 8, a deformed reinforcing bar 31 having a diameter of about 16 mm is used as an embedding member, and a cylindrical steel member 36 having a diameter of about 32 mm is used as a connecting member. The connection fitting 3 is formed by welding via a plug welding portion 61 on the surface.

【0014】尚、上記図6ないし図8に示す実施の形態
において、前記した図1ないし図5に示した実施の形態
と同一構成の部分には、同一符号を付して説明を省略す
る。
In the embodiment shown in FIGS. 6 to 8, the same components as those in the embodiment shown in FIGS. 1 to 5 are denoted by the same reference numerals, and description thereof is omitted.

【0015】上記のような各構成による連結金具3に被
着する手摺本体4は、所定の間隔で支柱41が配置して
あり、この支柱41は下向きに開口する嵌着孔42を有
する中空状である。尚、図2、図3、図6及び図7に示
す支柱41は、四隅に笠木等を取り付ける時に利用可能
なネジ溝43が設けてある。また、図4、図5及び図8
に示す支柱41は、上記ネジ溝43を、側面及び内外面
の若干中央よりに設けてある。このような支柱41は、
例えばアルミニウムの押出成形によって形成することが
できる。尚、上記支柱41は、一辺45mm程度の角筒
である。
The handrail main body 4 to be attached to the connecting fitting 3 having the above-described configuration has struts 41 arranged at predetermined intervals, and the struts 41 are hollow having a fitting hole 42 that opens downward. It is. 2, 3, 6, and 7 are provided with screw grooves 43 at four corners that can be used when attaching a coping or the like. 4, 5 and 8.
Has a thread groove 43 provided slightly above the center of the side surface and the inner and outer surfaces. Such a support 41 is
For example, it can be formed by extrusion of aluminum. The support 41 is a rectangular tube having a side of about 45 mm.

【0016】次に、上記のような各部材を用いた本発明
に係る手摺の取付工法を説明する。先ず、コンクリート
で構築した立上り部12の上端面の所定の位置に、ハン
マードリルを用いて、所定径の取付孔2を鉛直方向に所
望の深さに開設する。
Next, a method for attaching a handrail according to the present invention using the above members will be described. First, using a hammer drill, a mounting hole 2 having a predetermined diameter is formed at a predetermined depth in a vertical direction at a predetermined position on an upper end surface of a rising portion 12 made of concrete.

【0017】上記のようにして穿設した取付孔2を充分
に清掃した後、この取付孔2に充填材を注入する。この
充填材としては、例えば変性エポキシアクリレート系樹
脂を採用することができる。この充填材は、高い引張耐
力と長期間に亙る耐久性等を有している。
After sufficiently cleaning the mounting hole 2 formed as described above, a filler is injected into the mounting hole 2. As this filler, for example, a modified epoxy acrylate resin can be employed. This filler has high tensile strength and long-term durability.

【0018】そして、充填材が未硬化状態のうちに、連
結金具3の埋込部材である異形鉄筋31を取付孔2に挿
入し、充填材を少量溢れ出すと共に連結金具3を完全に
密着させる。また、水準器等を用いて連結金具3の垂直
を出し、この垂直状態を維持した状態で充填材を硬化さ
せる。
Then, while the filler is in an uncured state, a deformed reinforcing bar 31 which is an embedding member of the connection fitting 3 is inserted into the mounting hole 2 so that a small amount of the filler overflows and the connection fitting 3 is completely adhered. . Further, the connecting fitting 3 is set up vertically using a level or the like, and the filler is cured while maintaining this upright state.

【0019】上記充填材が充分に硬化して連結金具3が
立上り部12に鉛直に固定されたら、従来の手摺を取り
付けるのと同様にして、連結金具3に手摺本体4を被着
する。即ち、連結金具3の連接部材であるアングル状鋼
材32等を、手摺本体4の支柱41の嵌着孔42に差し
込む。この状態を図2ないし図5の断面図及び図6ない
し図8の断面図に示す。尚、上記連結金具3と手摺本体
4の支柱41とを、必要に応じてタッピングネジ5等で
止着するようにしてもよい。
When the filler is sufficiently hardened and the connection fitting 3 is fixed vertically to the rising portion 12, the handrail main body 4 is attached to the connection fitting 3 in the same manner as a conventional handrail is attached. That is, the angle-shaped steel material 32 or the like, which is a connecting member of the connection fitting 3, is inserted into the fitting hole 42 of the support column 41 of the handrail main body 4. This state is shown in the sectional views of FIG. 2 to FIG. 5 and the sectional views of FIG. 6 to FIG. Note that the connection fitting 3 and the support 41 of the handrail body 4 may be fixed with a tapping screw 5 or the like as necessary.

【0020】図示の実施の形態では示していないが、支
柱41を手摺本体4の横桟に対してスライド可能に形成
しておくと、取付誤差の吸収が容易になる。
Although not shown in the illustrated embodiment, if the support column 41 is formed so as to be slidable with respect to the horizontal rail of the handrail main body 4, the mounting error can be easily absorbed.

【0021】上記のような本発明に係る手摺の取付工法
によれば、連結金具3に市販の安価な材料を適用するこ
とができる。座屈を起こし難い連接部材と埋込部材との
組み合せによって、断面係数を大きくし、連接部材の下
面隅部を支点として、埋込部材に引抜力を生じさせるこ
とができ、しかも局部的な曲げ荷重が生じ難い。また、
工期の短縮とコストの削減に有効である。そして、充分
な強度を確保でき、種々の規格や制約をクリヤする安全
な手摺の取付工法となる。
According to the handrail mounting method according to the present invention as described above, a commercially available inexpensive material can be applied to the connection fitting 3. The combination of the connecting member and the embedding member, which are unlikely to cause buckling, can increase the section modulus, generate a pulling force on the embedding member with the lower surface corner of the connecting member as a fulcrum, and furthermore, local bending. The load is hardly generated. Also,
This is effective for shortening the construction period and cost. In addition, it is possible to secure a sufficient strength and to provide a safe handrail mounting method that clears various standards and restrictions.

【0022】上記のような本発明によれば、アンカーの
溶接が不要であるばかりではなく、位置の確認や穿孔作
業が容易であって、配筋を切断することもない。また、
熟練技術を必要としないので、一般作業員でも容易に実
施可能であって、施工可能な期間も長い(仕上げ工程に
左右されない)。更に、連結金具の固定に使用する充填
材は、使用量が少ない。しかも、穿孔に際して特殊工具
を使用することなく、通常のハンマードリルを使用でき
る。
According to the present invention as described above, not only is the welding of the anchor unnecessary, but also the position confirmation and the drilling work are easy, and there is no need to cut the reinforcing bars. Also,
Since no skill is required, it can be easily carried out by ordinary workers, and the construction period is long (independent of the finishing process). Further, the amount of the filler used for fixing the connection fitting is small. In addition, a normal hammer drill can be used without using a special tool for drilling.

【0023】以上本発明を図面の実施の形態について説
明したが、本発明は上記した各実施の形態に限定される
ものではなく、特許請求の範囲に記載した構成を変更し
ない限り適宜に実施できる。例えば、埋込部材を形成す
る中実棒状鋼材として異形鉄筋を想定したが、その他
に、図示していないが、丸鋼、ネジ棒や角鋼を使用して
もよい。しかし、一般的に、後者はアンカーとしての引
抜力は、異形鉄筋よりも低下するので、実施に際して注
意を要する。
While the present invention has been described with reference to the embodiments shown in the drawings, the present invention is not limited to the above-described embodiments, and can be appropriately implemented unless the configuration described in the claims is changed. . For example, although a deformed reinforcing bar is assumed as the solid bar-shaped steel material forming the embedding member, a round bar, a screw bar, or a square bar may be used, though not shown. However, in the latter case, care must be taken when implementing the latter, since the pull-out force as an anchor is lower than that of deformed reinforcing bars.

【0024】[0024]

【発明の効果】以上要するに本発明は、コンクリート躯
体に墨出して、ハンマードリルで取付孔を穿設する工程
と、取付孔に充填材を注入し、埋込部材とアングル状鋼
材、平鋼材、角筒状鋼材、または円筒状鋼材により形成
した連接部材とを溶接してなる連結金具の埋込部材側を
上記取付孔に挿入して硬化させ、連結金具をコンクリー
ト躯体に起立させる工程と、起立した連結金具の連接部
材側に、嵌着孔を有して中空状の支柱を備える手摺本体
を被着する工程と、を備え、上記各工程を結合したの
で、コンクリート躯体に取付孔を開設するときに、特殊
工具が不要であると共に、熟練技術を必要としない。し
かも、連結金具に安価な既製の市販品を利用できるの
で、コスト面で有利であるばかりではなく、作業工数の
大幅な縮小や工期の大幅な短縮が可能である。そして、
充分な強度を確保でき、手摺に荷重が加わっても座屈し
難く、コンクリート躯体にひび割れが生じ難くなる。従
って、種々の規格や制約をクリヤすることのできる安全
な手摺の後付け工法となる。
In summary, according to the present invention, there is provided a process of inking a concrete body to form a mounting hole with a hammer drill, injecting a filler into the mounting hole, and forming an embedded member and an angled steel.
Formed of steel, flat steel, square tubular steel, or cylindrical steel
A step of inserting the embedded member side of the connection fitting formed by welding the connected connection member into the mounting hole to harden the connection fitting and standing the connection fitting on the concrete skeleton, and fitting the connection fitting to the connection member side of the standing connection fitting. A step of attaching a handrail main body having a hollow support having a hole, and comprising the above steps, when opening a mounting hole in the concrete skeleton, a special tool is not required, No skill is required. In addition, since an inexpensive off-the-shelf commercially available product can be used as the connection fitting, not only is it advantageous in terms of cost, but also it is possible to greatly reduce the number of work steps and the construction period. And
Sufficient strength can be ensured, buckling hardly occurs even when a load is applied to the handrail, and cracks hardly occur in the concrete frame. Therefore, it is a safe retrofitting method for handrails that can clear various standards and restrictions.

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

【図1】本発明に係る手摺の取付工法を説明する要部の
分解斜視図である。
FIG. 1 is an exploded perspective view of a main part for explaining a handrail mounting method according to the present invention.

【図2】手摺本体を連結金具に被着した状態の横断面図
である。
FIG. 2 is a cross-sectional view showing a state in which a handrail main body is attached to a connection fitting.

【図3】手摺本体を他の連結金具に被着した状態の横断
面図である。
FIG. 3 is a cross-sectional view of a state in which a handrail main body is attached to another connection fitting.

【図4】手摺本体を他の連結金具に被着した状態の横断
面図である。
FIG. 4 is a cross-sectional view of a state in which the handrail main body is attached to another connecting fitting.

【図5】手摺本体を他の連結金具に被着した状態の横断
面図である。
FIG. 5 is a cross-sectional view of a state in which the handrail main body is attached to another connection fitting.

【図6】連結金具の他の実施形態を示し、(A)は手摺
本体を連結金具に被着した状態の横断面図、(B)は要
部の側面図である。
6A and 6B show another embodiment of the connection fitting, wherein FIG. 6A is a cross-sectional view of a state in which a handrail body is attached to the connection fitting, and FIG. 6B is a side view of a main part.

【図7】連結金具の他の実施形態を示し、(A)は手摺
本体を連結金具に被着した状態の横断面図、(B)は要
部の側面図である。
FIGS. 7A and 7B show another embodiment of the connection fitting, in which FIG. 7A is a cross-sectional view of a state in which the handrail body is attached to the connection fitting, and FIG.

【図8】連結金具の他の実施形態を示し、(A)は手摺
本体を連結金具に被着した状態の横断面図、(B)は要
部の側面図である。
8A and 8B show another embodiment of the connection fitting, wherein FIG. 8A is a cross-sectional view of a state in which the handrail body is attached to the connection fitting, and FIG. 8B is a side view of a main part.

【符号の説明】[Explanation of symbols]

1 コンクリート躯体 2 取付孔 3 連結金具 4 手摺本体 5 ネジ 31 埋込部材としての異形鉄筋 32 連接部材としてのアングル状鋼材 33 連接部材としての平鋼 35 連接部材としての角筒状鋼材 36 連接部材としての円筒状鋼材 41 支柱 42 嵌着孔 43 ネジ溝 61 栓溶接部 DESCRIPTION OF SYMBOLS 1 Concrete skeleton 2 Mounting hole 3 Connecting metal fitting 4 Handrail main body 5 Screw 31 Deformed bar as an embedding member 32 Angle-shaped steel material as a connecting member 33 Flat steel as a connecting member 35 Square tubular steel material as a connecting member 36 As a connecting member Cylindrical steel material 41 support column 42 fitting hole 43 screw groove 61 plug welded part

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】コンクリート躯体に墨出して、ハンマード
リルで取付孔を穿設する工程と、 取付孔に充填材を注入し、埋込部材とアングル状鋼材に
より形成した連接部材とを溶接してなる連結金具の埋込
部材側を上記取付孔に挿入して硬化させ、連結金具をコ
ンクリート躯体に起立させる工程と、 起立した連結金具の連接部材側に、嵌着孔を有して中空
状の支柱を備える手摺本体を被着する工程と、を備え、 上記各工程を結合して、手摺本体をコンクリート躯体に
後付けすることを特徴とする手摺の取付工法。
1. A process of inking a concrete body and drilling a mounting hole with a hammer drill, injecting a filler into the mounting hole, and filling the mounting member and the angle-shaped steel material.
A step of inserting the embedded member side of the connection fitting formed by welding the connecting member formed above into the mounting hole and hardening, and erecting the connection fitting in the concrete skeleton; Attaching a handrail body having a hollow support having a fitting hole, and attaching the handrail body to a concrete body by combining the above steps. .
【請求項2】 コンクリート躯体に墨出して、ハンマー
ドリルで取付孔を穿設する工程と、 取付孔に充填材を注入し、埋込部材と平鋼材により形成
した連接部材とを溶接してなる連結金具の埋込部材側を
上記取付孔に挿入して硬化させ、連結金具をコンクリー
ト躯体に起立させる工程と、 起立した連結金具の連接部材側に、嵌着孔を有して中空
状の支柱を備える手摺本体を被着する工程と、を備え、 上記各工程を結合して、手摺本体をコンクリート躯体に
後付けすることを特徴とする 手摺の取付工法。
2. A hammer for inking a concrete body.
Process of drilling mounting holes with a drill, filling material into the mounting holes, forming with embedded members and flat steel
The embedded member side of the connection fitting formed by welding the connecting member
Insert it into the mounting hole and cure it.
G. The process of erecting on the skeleton, and having a fitting hole on the connection member side of the
Attaching a handrail main body having a pillar-like shape, and combining the above steps to convert the handrail main body into a concrete frame.
Handrail mounting method characterized by retrofitting .
【請求項3】 コンクリート躯体に墨出して、ハンマー
ドリルで取付孔を穿設する工程と、 取付孔に充填材を注入し、埋込部材と角筒状鋼材により
形成した連接部材とを溶接してなる連結金具の埋込部材
側を上記取付孔に挿入して硬化させ、連結金具をコンク
リート躯体に起立させる工程と、 起立した連結金具の連接部材側に、嵌着孔を有して中空
状の支柱を備える手摺本体を被着する工程と、を備え、 上記各工程を結合して、手摺本体をコンクリート躯体に
後付けすることを特徴とする 手摺の取付工法。
3. A hammer for inking a concrete body.
The process of drilling a mounting hole with a drill, filling material into the mounting hole, and using an embedded member and square tubular steel
Embedding member of connecting fitting formed by welding formed connecting member
Side into the mounting holes above and harden, and
The process of erecting on the REIT frame , and having a fitting hole on the connecting member side of
Attaching a handrail main body having a pillar-like shape, and combining the above steps to convert the handrail main body into a concrete frame.
Handrail mounting method characterized by retrofitting .
【請求項4】 コンクリート躯体に墨出して、ハンマー
ドリルで取付孔を穿設 する工程と、 取付孔に充填材を注入し、埋込部材と円筒状鋼材により
形成した連接部材とを溶接してなる連結金具の埋込部材
側を上記取付孔に挿入して硬化させ、連結金具をコンク
リート躯体に起立させる工程と、 起立した連結金具の連接部材側に、嵌着孔を有して中空
状の支柱を備える手摺本体を被着する工程と、を備え、 上記各工程を結合して、手摺本体をコンクリート躯体に
後付けすることを特徴とする 手摺の取付工法。
4. A hammer for inking a concrete body.
A step of drilling the mounting holes in the drill, injecting a filler material into the mounting hole, the embedded members and the cylindrical steel member
Embedding member of connecting fitting formed by welding formed connecting member
Side into the mounting holes above and harden, and
The process of erecting on the REIT frame , and having a fitting hole on the connecting member side of
Attaching a handrail main body having a pillar-like shape, and combining the above steps to convert the handrail main body into a concrete frame.
Handrail mounting method characterized by retrofitting .
JP25578595A 1995-09-08 1995-09-08 Handrail mounting method Expired - Lifetime JP3002859B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25578595A JP3002859B2 (en) 1995-09-08 1995-09-08 Handrail mounting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25578595A JP3002859B2 (en) 1995-09-08 1995-09-08 Handrail mounting method

Publications (2)

Publication Number Publication Date
JPH0978787A JPH0978787A (en) 1997-03-25
JP3002859B2 true JP3002859B2 (en) 2000-01-24

Family

ID=17283606

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25578595A Expired - Lifetime JP3002859B2 (en) 1995-09-08 1995-09-08 Handrail mounting method

Country Status (1)

Country Link
JP (1) JP3002859B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002201780A (en) * 2000-12-28 2002-07-19 Hakusui Kosan Kk Installation method for handrail
JP2008174923A (en) * 2007-01-17 2008-07-31 Hakusui Kosan Kk Fixing structure of support leg for floor slab
JP2008174924A (en) * 2007-01-17 2008-07-31 Hakusui Kosan Kk Fixing structure of support leg part
JP5699422B2 (en) * 2009-06-22 2015-04-08 一幸 矢作 Post-installed anchor for preventing handrails from falling

Also Published As

Publication number Publication date
JPH0978787A (en) 1997-03-25

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