JP2992263B2 - Prop standing method and prop structure - Google Patents

Prop standing method and prop structure

Info

Publication number
JP2992263B2
JP2992263B2 JP10107677A JP10767798A JP2992263B2 JP 2992263 B2 JP2992263 B2 JP 2992263B2 JP 10107677 A JP10107677 A JP 10107677A JP 10767798 A JP10767798 A JP 10767798A JP 2992263 B2 JP2992263 B2 JP 2992263B2
Authority
JP
Japan
Prior art keywords
anchor bolt
support
support column
column
insertion 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 - Fee Related
Application number
JP10107677A
Other languages
Japanese (ja)
Other versions
JPH11303466A (en
Inventor
進 近藤
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.)
FUANSHII KONDO JUGEN
Original Assignee
FUANSHII KONDO JUGEN
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 FUANSHII KONDO JUGEN filed Critical FUANSHII KONDO JUGEN
Priority to JP10107677A priority Critical patent/JP2992263B2/en
Publication of JPH11303466A publication Critical patent/JPH11303466A/en
Application granted granted Critical
Publication of JP2992263B2 publication Critical patent/JP2992263B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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】本発明は主にコンクリート構
造物の躯体に手摺や柵等を構築する支柱を立設する支柱
立設方法および支柱構造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 erection of a pillar for constructing a handrail, a fence, and the like on a skeleton of a concrete structure.

【0002】[0002]

【従来の技術】従来、手摺や柵を構築するための支柱を
立設する方法に、コンクリート打ち用の仮枠に支柱取付
孔形成用の抜き型を取り付けてコンクリートを打ち、コ
ンクリートの硬化後、抜き型を取り除いた支柱取付孔に
支柱の基部を埋設固定して立設する方法が知られている
が、この方法では構築する手摺や柵の支柱の位置が躯体
に形成された支柱取付孔と必ずしも一致するとは限ら
ず、支柱取付孔位置を修正する掘削作業が必要になると
いう問題があった。この問題を解決するために、コンク
リート打ち時に支柱取付孔を形成せず、手摺や柵を構築
する際に、躯体の支柱を取り付ける位置に支柱取付孔を
掘削し、該支柱取付孔に支柱を固定する方法も行われて
いる。しかし、この方法では径の大な支柱を埋設する支
柱取付孔を掘削しなければならず作業に時間がかかるう
えに重労働となるという問題があった。
2. Description of the Related Art Conventionally, in a method of erecting a support for constructing a handrail or a fence, a concrete punching die for forming a support mounting hole is attached to a temporary frame for driving a concrete, and after the concrete is hardened, A method is known in which the base of the pillar is buried and fixed in the pillar mounting hole from which the punching die has been removed, and this method is used. There is a problem that it is not always the same, and an excavation operation for correcting the position of the pole mounting hole is required. In order to solve this problem, when constructing a handrail or fence, a pillar mounting hole is excavated at the position where the pillar of the skeleton is to be mounted, and the pillar is fixed to the pillar mounting hole when constructing handrails and fences in order to solve this problem There are also ways to do that. However, in this method, there is a problem that a pillar mounting hole for burying a large-diameter pillar has to be excavated, which takes a long time for the operation and causes heavy labor.

【0003】[0003]

【発明が解決しようとする課題】本発明は軽作業で強度
のある支柱を簡単に立設することができる支柱立設方法
および支柱構造を提供することを目的とするものであ
る。
SUMMARY OF THE INVENTION An object of the present invention is to provide a method and a structure for supporting a pillar, which can easily provide a strong pillar with light work.

【0004】[0004]

【課題を解決するための手段】前述の目的を達成するた
めに本発明は、躯体の支柱立設位置にアンカーボルト挿
入孔を穿設し、該アンカーボルト挿入孔内に主剤と硬化
剤が分離して収納されている樹脂カプセルを挿し込み、
次いで、このアンカーボルト挿入孔に先端が斜め45°
にカットされたアンカーボルトを回転させながら所定深
さまで打ち込んで樹脂カプセルを破壊して内部に分離さ
れて充満されていた主剤と硬化剤を混合硬化させてアン
カーボルトを植設するとともに、躯体上面より張出され
るアンカーボルトの上端部に支柱の内径と略等しい外径
を有する支柱支持筒体を嵌挿し、次いで、この支柱支持
筒体3をアンカーボルトの上端のねじ部に螺着したナッ
トを固定部材としてアンカーボルトに固定した後、前記
支柱支持筒体に支柱を嵌挿して該支柱の基部を固定部材
としてのビスで支柱支持筒体に固定し、その後、前記し
たビスが取付けられている支柱の基部周縁を環状の隠蔽
部材で被覆してビスを隠蔽することを特徴とする支柱支
持筒体と支柱とを固定する支柱立設方法を請求項1の発
明とし、基部を躯体に植設したアンカーボルトの上端部
に嵌挿される支柱支持筒体を支柱の内径と略等しい外径
を有するものとした前記請求項1の方法により立設され
た支柱構造を請求項2の発明とするものである。
SUMMARY OF THE INVENTION In order to achieve the above-mentioned object, the present invention provides an anchor bolt insertion hole at a position where a support of a skeleton is erected, and a main agent and a hardener are separated in the anchor bolt insertion hole. And insert the stored resin capsule,
Next, the tip of the anchor bolt insertion hole is slanted at 45 °.
Rotate the anchor bolt cut to
At the same time , the resin capsule is destroyed, the main resin and the hardener that are separated and filled inside are mixed and hardened, and the anchor bolt is implanted.The inner diameter of the pillar is attached to the upper end of the anchor bolt that protrudes from the upper surface of the frame. A support column having an outer diameter substantially equal to that of the support column is inserted into the support column.
The nut that screwed the cylinder 3 to the thread at the upper end of the anchor bolt
After fixing the anchor to the anchor bolt as a fixing member,
A support member is inserted into a support column and a base of the support member is fixed.
With the screw as
Annular concealment around the base edge of the post where the screw is attached
A method of erection of a support column for fixing a support column and a support column, wherein the support member is covered with a member to conceal a screw , wherein the base portion is fitted to an upper end portion of an anchor bolt planted in a frame. strut support tube body is inserted a is substantially equal to invention and to shall of said assumed to have an outer diameter claim 1 of claims a erected a pillar structure by the method 2 and the inner diameter of the post.

【0005】[0005]

【発明の実施の形態】次に、本発明の好ましい実施の形
態を図に基づいて詳細に説明する。図1において1はコ
ンクリート構造物のテラスや階段等を構成する躯体であ
り、該躯体1の支柱立設位置には基部を埋設固定したア
ンカーボルト2が植設されている。3は躯体上面より張
出されているアンカーボルト2の上端部に嵌挿されるア
ルミ製よりなる筒状の支柱支持筒体であり、該支柱支持
筒体3はその下端を躯体1の上面に当接させてアンカー
ボルト2の高さより若干低い位置に上端が位置するよう
になっている。また、該支柱支持筒体は固定部材4によ
りアンカーボルト2に固定されるもので、支柱支持筒体
3をアンカーボルト2に固定する固定部材4は、中心孔
を通じてアンカーボルト2に挿通されて支柱支持筒体3
の上端縁に当接される座金4aと該座金4aの上面に座
面を当接させてアンカーボルト2のねじ部に螺着される
ナット4bとよりなる。5はアンカーボルト2に固定さ
れる支柱支持筒体3に嵌挿される断面4角形のアルミ製
の支柱であり、該支柱5の内径は支柱支持筒体3の外径
と略等しくして支柱5と支柱支持筒体3とのがたつきが
大きくならないようにしている。6は支柱5と支柱支持
筒体3を固定する固定部材であり、該固定部材6は支柱
5と支柱支持筒体3とを螺着するタッピン用のビス6a
であり、7は支柱支持筒体3と支柱5とを固定する固定
部材6が外部に露呈されないようにするためのプラスチ
ック製の隠蔽部材である。
Next, a preferred embodiment of the present invention will be described in detail with reference to the drawings. In FIG. 1, reference numeral 1 denotes a frame constituting a terrace, a stair, and the like of a concrete structure. An anchor bolt 2 having a base buried and fixed is planted at a standing position of a column of the frame 1. Numeral 3 is a cylindrical support column made of aluminum which is inserted into the upper end of the anchor bolt 2 protruding from the upper surface of the frame. The upper end is located at a position slightly lower than the height of the anchor bolt 2 in contact therewith. Further, the support column is fixed to the anchor bolt 2 by a fixing member 4, and the fixing member 4 for fixing the column support cylinder 3 to the anchor bolt 2 is inserted through the anchor bolt 2 through the center hole to support the column. Support cylinder 3
A washer 4a is in contact with the upper edge of the anchor bolt 2, and a nut 4b is screwed into the screw portion of the anchor bolt 2 with the seat surface in contact with the upper surface of the washer 4a. Reference numeral 5 denotes a column made of aluminum having a rectangular cross section which is inserted into a column supporting cylinder 3 fixed to the anchor bolt 2. The rattling between the support column 3 and the support column 3 is prevented from increasing. Reference numeral 6 denotes a fixing member for fixing the column 5 and the column supporting cylinder 3, and the fixing member 6 is a tapping screw 6a for screwing the column 5 and the column supporting cylinder 3 together.
Numeral 7 denotes a plastic concealing member for preventing the fixing member 6 for fixing the support column 3 and the support 5 from being exposed to the outside.

【0006】このような支柱構造を構築するには、先
ず、各支柱5を立設する位置の躯体1に一定深さアンカ
ーボルト挿入孔をドリルで穿設する。アンカーボルト挿
入孔の深さは後記する樹脂カプセルが嵌挿収納できるも
のとする。そして、穿孔後、アンカーボルト挿入孔内の
破砕くずをブロア―で吹き飛ばしたうえ、アンカーボル
ト挿入孔内面に付着している塵埃をブラシで清掃し、さ
らに、ブロアーでアンカーボルト挿入孔内の塵埃を吹き
飛ばす。このようにしてアンカーボルト挿入孔内の汚れ
を清掃した後、アンカーボルト挿入孔内に樹脂カプセル
を挿し込む。そして、樹脂カプセルが挿入されているア
ンカーボルト挿入孔内に先端が斜め45度にカットされ
たアンカーボルト2を回転させながら所定深さまで打ち
込む。このアンカーボルト2の打ち込みにより樹脂カプ
セルは破壊され内部に分離されて充満されていた主剤と
硬化剤は混合され硬化反応が始まる。この硬化反応時間
は外気温に応じて与えられ取付可能な強度に達したら、
躯体1に植設されたアンカーボルト2の上端より支柱支
持筒体3を嵌挿し、その下端縁を躯体1の上面に当接さ
せたうえ、固定部材4としての座金4aをアンカーボル
ト2を通して支柱支持筒体3の上端縁に当接させる。
[0006] In order to construct such a support structure, first, an anchor bolt insertion hole having a fixed depth is drilled in the frame 1 at a position where each support 5 is erected. The depth of the anchor bolt insertion hole is such that a resin capsule described later can be inserted and stored. After drilling, blow off the crushed debris in the anchor bolt insertion hole with a blower, clean the dust adhering to the inner surface of the anchor bolt insertion hole with a brush, and further remove the dust in the anchor bolt insertion hole with a blower. Blow it away. After cleaning the dirt in the anchor bolt insertion hole in this way, the resin capsule is inserted into the anchor bolt insertion hole. Then, the anchor bolt 2 whose tip is cut obliquely at 45 degrees is driven into the anchor bolt insertion hole into which the resin capsule is inserted, to a predetermined depth while rotating. When the anchor bolt 2 is driven, the resin capsule is broken and separated inside, and the filled main agent and the curing agent are mixed to start a curing reaction. This curing reaction time is given according to the outside temperature, and when it reaches the mountable strength,
A column support cylinder 3 is inserted from the upper end of an anchor bolt 2 planted in the frame 1 and its lower edge is brought into contact with the upper surface of the frame 1, and a washer 4 a as a fixing member 4 is passed through the anchor bolt 2. It is brought into contact with the upper edge of the support cylinder 3.

【0007】次に、アンカーボルト2にナット4bを螺
挿し、支柱支持筒体3の上面を座金4aで締め付け、支
柱支持筒体3をアンカーボルト2に締付け固定する。こ
のようにして立設された支柱支持筒体3に支柱5を挿し
込み、支柱5の基部を固定部材6としてのビス6aで支
柱支持筒体3にビス止めして支柱5を固定する。次に、
固定部材6としてのビス6aが取り付けられている支柱
5の基部周縁を環状の隠蔽部材7で被覆してビス6aを
隠蔽する。このようにして、多数の支柱5が立設された
ら、支柱5の側面間に下桟9を取り付け、該下桟9の上
面に手すり子10を多数縦に配置し、さらに手すり子1
0の上端に桁10を取り付けるとともに、支柱5の側面
間に桁10の両端を固定し、さらに、支柱5の上端に笠
木12を取り付けて手摺を構築するものである。なお、
前記好ましい実施の形態では、アンカーボルト2に支柱
支持筒体3を固定する固定部材4は座金4aとナット4
bとを用いているが、支柱支持筒体3を逆コップ形状と
して座金4aをなくしてもよ。また、支柱5断面四
角形とし支柱支持筒体3を断面円形としているが、各々
が断面四角でも断面円形であっても良いことは勿論であ
る。
Next, a nut 4b is screwed into the anchor bolt 2, the upper surface of the column support cylinder 3 is tightened with a washer 4a, and the column support cylinder 3 is tightened and fixed to the anchor bolt 2. The support column 5 is inserted into the support column 3 thus erected, and the base of the column 5 is screwed to the support column 3 with a screw 6 a as a fixing member 6 to fix the column 5. next,
The periphery of the base of the column 5 to which the screw 6a as the fixing member 6 is attached is covered with an annular concealing member 7 to conceal the screw 6a. In this way, when a large number of columns 5 are erected, lower rails 9 are attached between the side surfaces of the columns 5, and a number of handrails 10 are vertically arranged on the upper surface of the lower rails 9, and the handrails 1
The girder 10 is attached to the upper end of the 0, the both ends of the girder 10 are fixed between the side surfaces of the support 5, and a cap 12 is attached to the upper end of the support 5 to construct a handrail. In addition,
In the preferred embodiment, the fixing member 4 for fixing the support column 3 to the anchor bolt 2 includes a washer 4a and a nut 4a.
It is used and b, but not good even eliminating the washer 4a the strut support cylinder 3 as an inverted cup shape. In addition, the column 5 has a rectangular cross section, and the column 3 has a circular cross section. However, it is a matter of course that each column may have a rectangular cross section or a circular cross section.

【0008】[0008]

【発明の効果】本発明は前記説明によって明らかなよう
に、躯体にアンカーボルト挿入孔を穿設し、該アンカー
ボルト挿入孔内に主剤と硬化剤が分離して収納されてい
る樹脂カプセルを挿し込み、次いで、このアンカーボル
ト挿入孔に先端が斜め45°にカットされたアンカーボ
ルトを回転させながら所定深さまで打ち込んで樹脂カプ
セルを破壊して内部に分離されて充満されていた主剤と
硬化剤を混合硬化させてアンカーボルトを植設するとと
もに、躯体上面より張出されるアンカーボルトの上端部
に支柱の内径と略等しい外径を有する支柱支持筒体を嵌
挿してこの支柱支持筒体をアンカーボルトの上端のねじ
部に螺着したナットによりアンカーボルトに固定するこ
とにより、強度のある支柱の芯を簡単に得ることがで
き、しかも、支柱支持筒体に支柱を嵌挿して該支柱の基
部を固定部材としてのビスで支柱支持筒体に固定し、そ
の後、前記したビスが取付けられている支柱の基部周縁
を環状の隠蔽部材で被覆してビスを隠蔽するだけで、躯
体に高い強度をもつ支柱を簡単な作業で構築することが
できる。また、支柱支持筒体とアンカーボルトを固定す
る固定部材が支柱支持筒体の上端に当接される座金とナ
ットよりなるものとすれば、特殊な工具や装置を用いる
ことなく簡単に固定作業を行うことができる。さらに、
支柱支持筒体と支柱と固定する固定部材をビスとするこ
とにより安価に且つ、簡単に固定作業が行えることとな
る。しかも、固定部材を隠蔽部材により隠すことにより
支柱の美観をよくし、商品価値を高めることがができる
等種々の利点を有するものである。従って、本発明は従
来の問題点を解消した支柱立設方法および支柱構造とし
て業界の発展に寄与するところ大なものである。
As is apparent from the above description, according to the present invention, an anchor bolt insertion hole is formed in a frame, and a resin capsule containing a main agent and a hardener separately housed in the anchor bolt insertion hole is inserted. Then, while rotating the anchor bolt, the tip of which is cut obliquely at 45 ° into the anchor bolt insertion hole, it is driven to a predetermined depth to break the resin capsule, and the main agent and the curing agent that are separated and filled inside are filled. The anchor bolt is implanted by mixing and hardening, and a pillar support cylinder having an outer diameter substantially equal to the inner diameter of the pillar is inserted into the upper end of the anchor bolt protruding from the upper surface of the frame, and this pillar support cylinder is anchor bolted. Top screw
By fixing to the anchor bolts with nuts screwed to the parts , a strong support core can be easily obtained, and furthermore, the support is inserted into the support support cylinder and the support base is inserted.
Part is fixed to the support column by a screw as a fixing member.
After, the base periphery of the column on which the above-mentioned screw is attached
By simply covering the screws with the annular concealing member to conceal the screws, it is possible to construct a high-strength support for the skeleton by a simple operation. In addition, if the fixing member for fixing the support column and the anchor bolt is made of a washer and a nut that is in contact with the upper end of the support column, the fixing work can be easily performed without using special tools or devices. It can be carried out. further,
By using a screw as the fixing member for fixing the support column and the support column, the fixing operation can be performed easily at low cost. In addition, by hiding the fixing member with the concealing member, the aesthetic appearance of the support can be improved, and the merchandise value can be enhanced. Therefore, the present invention greatly contributes to the development of the industry as a method for erecting a pillar and a pillar structure that solve the conventional problems.

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

【図1】本発明の好ましい実施の形態を示す一部切欠側
面図である。
FIG. 1 is a partially cutaway side view showing a preferred embodiment of the present invention.

【図2】本発明の好ましい実施の形態を示す一部切欠平
面図である。
FIG. 2 is a partially cutaway plan view showing a preferred embodiment of the present invention.

【図3】本発明を手摺として使用した状態を示す一部切
欠側面図である。
FIG. 3 is a partially cutaway side view showing a state where the present invention is used as a handrail.

【符号の説明】[Explanation of symbols]

1 躯体 2 アンカーボルト 3 支柱支持筒体 4 固定部材 4a 座金 4b ナット 5 支柱 6 固定部材 6a ビス 7 隠蔽部材 DESCRIPTION OF SYMBOLS 1 Frame 2 Anchor bolt 3 Post support cylinder 4 Fixing member 4a Washer 4b Nut 5 Post 6 Fixing member 6a Screw 7 Concealment member

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 躯体の支柱立設位置にアンカーボルト挿
入孔を穿設し、該アンカーボルト挿入孔内に主剤と硬化
剤が分離して収納されている樹脂カプセルを挿し込み、
次いで、このアンカーボルト挿入孔に先端が斜め45°
にカットされたアンカーボルトを回転させながら所定深
さまで打ち込んで樹脂カプセルを破壊して内部に分離さ
れて充満されていた主剤と硬化剤を混合硬化させてアン
カーボルトを植設するとともに、躯体上面より張出され
るアンカーボルトの上端部に支柱の内径と略等しい外径
を有する支柱支持筒体を嵌挿し、次いで、この支柱支持
筒体をアンカーボルトの上端のねじ部に螺着したナット
を固定部材としてアンカーボルトに固定した後、前記支
柱支持筒体に支柱を嵌挿して該支柱の基部を固定部材と
してのビスで支柱支持筒体に固定し、その後、前記した
ビスが取付けられている支柱の基部周縁を環状の隠蔽部
材で被覆してビスを隠蔽することを特徴とする支柱支持
筒体と支柱とを固定する支柱立設方法。
1. An anchor bolt insertion hole is drilled at a position where a support of a skeleton is erected, and a resin capsule in which a main agent and a hardener are separately stored is inserted into the anchor bolt insertion hole.
Next, the tip of the anchor bolt insertion hole is slanted at 45 °.
Rotate the anchor bolt cut to
At the same time , the resin capsule is destroyed, the main resin and the hardener that are separated and filled inside are mixed and hardened, and the anchor bolt is implanted.The inner diameter of the pillar is attached to the upper end of the anchor bolt that protrudes from the upper surface of the frame. A support column having an outer diameter substantially equal to that of the support column is inserted into the support column.
Nut with a cylinder screwed to the thread at the upper end of the anchor bolt
After fixing it to the anchor bolt as a fixing member,
A support is inserted into the column support cylinder, and the base of the support is used as a fixing member.
Then fix it to the support column with the screws, and then
An annular concealed part around the base edge of the post to which the screw is attached
A method of erection of a support column for fixing a support column and a support column, wherein the support member is covered with a material to conceal the screws .
【請求項2】 基部を躯体に植設したアンカーボルトの
上端部に嵌挿される支柱支持筒体を支柱の内径と略等し
い外径を有するものとして前記請求項1の方法により立
設された支柱構造。
Wherein supports disposed by the method of claim 1 strut support cylindrical body which is fitted to the upper end portion of the anchor bolt planted a base to precursor as having substantially the same outer diameter as the inner diameter of the post Construction.
JP10107677A 1998-04-17 1998-04-17 Prop standing method and prop structure Expired - Fee Related JP2992263B2 (en)

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Application Number Priority Date Filing Date Title
JP10107677A JP2992263B2 (en) 1998-04-17 1998-04-17 Prop standing method and prop structure

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JPH11303466A JPH11303466A (en) 1999-11-02
JP2992263B2 true JP2992263B2 (en) 1999-12-20

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010019069A (en) * 2008-06-09 2010-01-28 Asahi Kasei Chemicals Corp Metal expansion anchor executable in combination with adhesive capsule, and construction method thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2547542Y2 (en) 1991-03-12 1997-09-10 一 野口 Handrail Kasagi and pillar connection bracket

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2547542Y2 (en) 1991-03-12 1997-09-10 一 野口 Handrail Kasagi and pillar connection bracket

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