JPH0598800A - Anchoring of handrail for opening curing and its fixture - Google Patents

Anchoring of handrail for opening curing and its fixture

Info

Publication number
JPH0598800A
JPH0598800A JP29032191A JP29032191A JPH0598800A JP H0598800 A JPH0598800 A JP H0598800A JP 29032191 A JP29032191 A JP 29032191A JP 29032191 A JP29032191 A JP 29032191A JP H0598800 A JPH0598800 A JP H0598800A
Authority
JP
Japan
Prior art keywords
insert
handrail
concrete
opening
curing
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
JP29032191A
Other languages
Japanese (ja)
Inventor
Takao Sakakibara
孝雄 榊原
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP29032191A priority Critical patent/JPH0598800A/en
Publication of JPH0598800A publication Critical patent/JPH0598800A/en
Pending legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)
  • Fencing (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Steps, Ramps, And Handrails (AREA)

Abstract

PURPOSE:To increase safety of fitting works of handrails in an opening curing. CONSTITUTION:A setting piece 5 is provided at the upper end of an insert 7 and fixed at a mold 3 so that the insert 7 turns upward. And then, concrete is placed and the handrail 11 is connected to the insert 7. The joint metal 17 of the insert 7 and the handrail 11 is constituted by jointing a protruded piece 15 fitted to a handrail pipe 11 at the upper end of a bolt 9 or the like. The setting piece 5 bent to form an L-shape in time section is easily handled. Since the bending stress of the protruded piece 15 is received on the concrete face, if a collar 13 is provided at the bottom edge of protruded piece 15, the strength is increased.

Description

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

【0001】[0001]

【産業上の利用分野】本発明はコンクリート構造物を構
築する際の開口養生用手摺のアンカー工法と、その使用
金具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anchor construction method for a handrail for opening curing when constructing a concrete structure and a metal fitting used for the construction.

【0002】[0002]

【従来の技術】従来のコンクリート構造物開口養生用手
摺は、コンクリート打設養生後、単管の底部乃至下部側
面に一定の間隔で穿設した貫通孔を設け、更に開口部を
形成した打設コンクリート端部を挟む2枚の板状の金物
を設け、その1枚は当該コンクリートの一側面に当て、
他の1枚は当該コンクリートの他側面に当接するように
前記貫通孔に係合支持させ、単管の下部をこれら2枚の
板状の金物で挟着固定するものであった。無論、上記単
管は山形鋼などでもよく、このようにして開口部を形成
するコンクリート部分に挟着固定した単管どうしを繋ぐ
ように別の単管を渡設し、手摺を構成していた。
2. Description of the Related Art A conventional handrail for opening and curing a concrete structure has a through hole formed at regular intervals at the bottom or lower side surface of a single pipe after the concrete is set and cured. Providing two plate-shaped metal parts that sandwich the concrete end, one of which is applied to one side of the concrete,
The other one was engaged and supported in the through hole so as to come into contact with the other side surface of the concrete, and the lower part of the single pipe was clamped and fixed by these two plate-shaped metal pieces. Needless to say, the single pipe may be chevron steel, etc. In this way, another single pipe was installed so as to connect the single pipes clamped and fixed to the concrete portion forming the opening, thus forming the handrail. ..

【0003】[0003]

【発明が解決しようとする課題】したがって、従来の如
き開口養生用手摺を装着構成する際には、開口側へ身を
のり出すようにする必要があり、撤去する時にも同様の
危険を伴っていた。また、コンクリート部分にある程度
の強度がでてから装着するのであって、コンクリート打
設時に養生用手摺を装着することはできなかった。
Therefore, when the conventional handrail for opening curing is mounted and constructed, it is necessary to lean out toward the opening side, and the same risk is involved when removing the handrail. It was Further, since the concrete part is mounted after it has a certain strength, it is impossible to mount the handrail for curing at the time of placing the concrete.

【0004】本発明は上記事情に鑑みてなされたもので
あって、その目的はコンクリート打設時でも打設後でも
安全に装着,撤去できる開口養生用手摺のアンカー工法
とその金具を提供することにある。
The present invention has been made in view of the above circumstances, and an object thereof is to provide an anchor construction method for a handrail for opening curing and a metal fitting thereof that can be safely installed and removed during and after concrete pouring. It is in.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、本発明の開口養生用手摺のアンカー工法は予め型枠
に係止するための止め具を接続したインサートを用意
し、開口部を形成するコンクリート型枠内側に該インサ
ートが上向きになるようにして上記止め具を固定し、更
に該インサート表面はガムテープ等で閉塞し、コンクリ
ートを打設した後、該インサートに養生用手摺付金物を
接続するようにしたのである。金具の突出体底端部には
コンクリート表面に均等に当る鍔を設け、インサートの
方の止め具上端部には縦断面L字形の金具を溶接して成
るのである。また、その金具は開口部のコンクリートに
装着したインサートに螺送緊結するネジ付丸棒鋼,ボル
ト等の一端、かつ同軸方向に単管を嵌装できる突出体を
接合し、該インサートと単管とを接続できるようにした
のである。
In order to achieve the above object, the anchoring method of the handrail for opening curing of the present invention prepares an insert to which a stopper for engaging with a mold is connected in advance, and the opening is opened. The stopper is fixed so that the insert faces upward inside the concrete formwork to be formed, and the insert surface is closed with gum tape or the like, and after placing concrete, a metal fitting with a handrail for curing is attached to the insert. I tried to connect. A flange is provided at the bottom end of the projecting body of the metal fitting to evenly contact the concrete surface, and a metal fitting having an L-shaped vertical cross section is welded to the upper end of the stopper of the insert. Further, the metal fitting is formed by joining a round bar steel with a screw that is screwed and fastened to an insert attached to the concrete at the opening, one end of a bolt, etc. I was able to connect.

【0006】[0006]

【作用】インサートを上向きにして、止め具を型枠側に
固定したとき、インサートを型枠内に支持できる。その
止め具がインサート上端部に溶接した断面L字形であれ
ば、型枠の垂直面に止め具の垂直辺を固定し、インサー
トの方を同じく垂直に保持できる。このようにしてイン
サート表面を塞ぎ、コンクリートを打設することによ
り、打設コンクリートとインサートを予め一体化し、任
意の時機にインサートに単管等を接続して手摺金物を開
口部内側から取付作業できるものである。コンクリート
を打設した後では、コンクリートにインサートを装着
し、これに突出体を接合したネジ付丸棒鋼,ボルト等を
螺着する。然る後に突出体に手摺用の単管を接続すれば
よい。ネジ付丸棒鋼,ボルト等への曲げ応力は突出体底
端部の鍔で打設コンクリート側へ逃がすことができる。
When the insert is directed upward and the stopper is fixed to the mold side, the insert can be supported in the mold. If the stopper has an L-shaped cross-section welded to the upper end of the insert, the vertical side of the stopper can be fixed to the vertical surface of the mold to hold the insert vertically as well. By closing the insert surface and placing concrete in this way, the placed concrete and insert can be integrated in advance, and a single pipe or the like can be connected to the insert at any time to attach the handrail hardware from the inside of the opening. It is a thing. After placing the concrete, the insert is attached to the concrete, and the round bar steel with screws, bolts, etc., to which the protruding body is joined, is screwed onto the insert. After that, a single pipe for handrails may be connected to the projecting body. Bending stress to the round bar steel with screws and bolts can be released to the concrete pouring side by the flange at the bottom end of the projecting body.

【0007】[0007]

【実施例】以下、本発明の好適な実施例について図面を
参照にして詳細に説明する。図1に床スラブ1の開口側
端部の斜視図を示す。この端部では床スラブ1の止め型
枠3を設けている。この型枠3内にコンクリートを打設
養生し、床スラブ1を形成するわけであるが、コンクリ
ートを打設する前に型枠3に止め具5を固定し、止め具
5でインサート7を支持させる。止め具5はレベル出し
用の鉄板をL字形に折り曲げ、天井インサート7の挿入
面に溶接固定している。これを天井インサート7が型枠
3の内側で上向きになるように決め、かつ垂直に釘等で
型枠3に止めている。然る後にインサート7表面をガム
テープ等で塞ぎ、型枠3内にコンクリートを打ち、養生
後インサート7に図2に示す如く長ボルト9を螺送す
る。長ボルト9に単管手摺11を取付けている。本実施
例で述べたL字形の止め具5を使用すると、インサート
7の垂直保持が簡便に行なえるが、この止め具としては
平鉄板のものでも良く、この場合には平鉄板を型枠3の
小口から止めることになる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of the present invention will be described in detail below with reference to the drawings. FIG. 1 shows a perspective view of the opening side end of the floor slab 1. At this end, a stop form 3 for the floor slab 1 is provided. The floor slab 1 is formed by pouring and curing concrete in the formwork 3. Before the concrete is placed, the fastener 5 is fixed to the formwork 3 and the insert 5 is supported by the fastener 5. Let The stopper 5 is formed by bending an iron plate for leveling out into an L-shape and fixing it to the insertion surface of the ceiling insert 7 by welding. This is determined so that the ceiling insert 7 faces upward inside the form 3, and is vertically fixed to the form 3 with a nail or the like. After that, the surface of the insert 7 is closed with gum tape or the like, concrete is poured into the mold 3, and after curing, a long bolt 9 is screwed to the insert 7 as shown in FIG. A single pipe handrail 11 is attached to the long bolt 9. When the L-shaped stopper 5 described in the present embodiment is used, the insert 7 can be easily held vertically, but the stopper may be a flat iron plate. In this case, the flat iron plate is used as the form 3 It will be stopped from the edge of.

【0008】既に打設した床スラブ1の開口端部に単管
手摺11を接続する場合を図3及び図4に示す。床スラ
ブ1の端部に天井インサート7を打ち込み、これにボル
トの上端に鍔13付きの突出体15を溶接した接続金具
17をネジ込んでいる。鍔13がインサート7の上端面
に当るまでネジ込む。そして、突出体15に単管手摺1
1を嵌装し、この単管手摺11に手摺の横材を渡せばよ
い。
FIGS. 3 and 4 show the case where the single pipe handrail 11 is connected to the open end of the already placed floor slab 1. The ceiling insert 7 is driven into the end of the floor slab 1, and the connection fitting 17 in which the protrusion 15 with the collar 13 is welded is screwed into the upper end of the bolt. Screw the collar 13 until it touches the upper end surface of the insert 7. Then, the single pipe handrail 1 is attached to the projecting body 15.
1 may be fitted, and the single pipe handrail 11 may be provided with a handrail cross member.

【0009】[0009]

【発明の効果】以上詳細に説明したように、本発明に係
る開口養生用手摺のアンカー工法とその金具によれば、
型枠に係止するための止め具を接続したインサートを上
向きにして当該止め具にてインサートを型枠に固定し、
然る後にコンクリートを打設し、このインサートに手摺
を接続するので、開口部の外側に身をのり出さなくとも
よく、作業の安全性が向上している。また、型枠を解体
しなくても開口養生用手摺を取付けできる効果がある。
更にまた、従来に較べると開口端部に手摺を挟着するも
のではないので、仕上げ施工の後期まで手摺を残しても
よく、作業の安全性を向上させる効果が大きい。
As described in detail above, according to the anchor construction method of the handrail for opening curing and the metal fitting thereof according to the present invention,
Fix the insert to the mold with the stopper with the insert connected to the stopper for locking to the mold facing upwards,
After that, concrete is poured and the handrail is connected to this insert, so that it is not necessary to lean outside the opening, and the work safety is improved. Further, there is an effect that the opening curing handrail can be attached without disassembling the formwork.
Furthermore, since the handrail is not clamped at the opening end portion as compared with the conventional one, the handrail may be left until the latter stage of the finishing work, and the work safety is greatly improved.

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

【図1】本発明の実施例を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.

【図2】それに単管手摺を接続した状態の側面図であ
る。
FIG. 2 is a side view showing a state where a single pipe handrail is connected thereto.

【図3】別の実施例を示す断面図である。FIG. 3 is a cross-sectional view showing another embodiment.

【図4】インサートと養生用手摺とを繋ぐ接続金具の断
面図である。
FIG. 4 is a cross-sectional view of a connection fitting that connects an insert and a handrail for curing.

【符号の説明】[Explanation of symbols]

1 床スラブ 3 型枠 5 止め具 7 インサート 9 長ボルト 11 単管手摺 13 鍔 15 突出体 17 接続金具 1 Floor slab 3 Formwork 5 Stopper 7 Insert 9 Long bolt 11 Single pipe handrail 13 Tsuba 15 Projecting body 17 Connection fitting

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 E04H 17/22 9128−2E ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 5 Identification code Internal reference number FI Technical display area E04H 17/22 9128-2E

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 予め型枠に係止するための止め具を接続
したインサートを用意し、開口部を形成するコンクリー
ト型枠内側に該インサートが上向きになるようにして上
記止め具を固定し、更に該インサート表面はガムテープ
等で閉塞し、コンクリートを打設した後、該インサート
に養生用手摺付金物を接続するようにしたことを特徴と
する開口養生用手摺のアンカー工法。
1. An insert, to which a stopper for connecting to a mold is connected in advance, is prepared, and the stopper is fixed inside the concrete mold forming an opening so that the insert faces upward, Further, the surface of the insert is closed with gum tape or the like, concrete is poured, and then a fitting for handrail for curing is connected to the insert.
【請求項2】 請求項1の止め具はインサートの上端部
に縦断面L字形の金具を溶接して成ることを特徴とする
開口養生用手摺のアンカー工法。
2. An anchor construction method for a handrail for opening curing, wherein the stopper of claim 1 is formed by welding a metal fitting having an L-shaped vertical section to the upper end portion of the insert.
【請求項3】 開口部のコンクリートに装着したインサ
ートに螺送緊結するネジ付丸棒鋼,ボルト等の一端、か
つ同軸方向に単管を嵌装できる突出体を接合し、該イン
サートと単管とを接続できるようにしたことを特徴とす
る開口養生用手摺のアンカー工法の金具。
3. The insert and the single pipe are joined to one end of a round steel bar with a screw and a bolt or the like that is screwed and fastened to the insert attached to the concrete of the opening, and a projecting body capable of fitting the single pipe in the coaxial direction. Anchor metal fittings for opening curing handrails, which are characterized in that they can be connected.
【請求項4】 前記突出体の底端部にはコンクリート表
面に均等に当る鍔を設けたことを特徴とする請求項3記
載の開口養生用手摺のアンカー工法の金具。
4. The metal fitting for an anchoring method for an opening curing handrail according to claim 3, wherein a flange that evenly contacts the concrete surface is provided at a bottom end portion of the projecting body.
JP29032191A 1991-10-11 1991-10-11 Anchoring of handrail for opening curing and its fixture Pending JPH0598800A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29032191A JPH0598800A (en) 1991-10-11 1991-10-11 Anchoring of handrail for opening curing and its fixture

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29032191A JPH0598800A (en) 1991-10-11 1991-10-11 Anchoring of handrail for opening curing and its fixture

Publications (1)

Publication Number Publication Date
JPH0598800A true JPH0598800A (en) 1993-04-20

Family

ID=17754576

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29032191A Pending JPH0598800A (en) 1991-10-11 1991-10-11 Anchoring of handrail for opening curing and its fixture

Country Status (1)

Country Link
JP (1) JPH0598800A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100642762B1 (en) * 2006-04-14 2006-11-10 주식회사무영아멕스건축사사무소 Safety Handrail Temporary Material and Safety Handrail Temporary Method Using the Same
JP2008291577A (en) * 2007-05-28 2008-12-04 Ueda Kogyo:Kk Handrail supporter mounting device
JP2010248796A (en) * 2009-04-16 2010-11-04 Smctech Co Ltd Concrete structure and support structure supported by the same
WO2021026950A1 (en) * 2019-08-13 2021-02-18 南京唐壹信息科技有限公司 Deep foundation pit safety protection device for building construction
KR20240119371A (en) * 2023-01-30 2024-08-06 김두식 Construction Method for Easy-to-Construct Deck Structures

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100642762B1 (en) * 2006-04-14 2006-11-10 주식회사무영아멕스건축사사무소 Safety Handrail Temporary Material and Safety Handrail Temporary Method Using the Same
JP2008291577A (en) * 2007-05-28 2008-12-04 Ueda Kogyo:Kk Handrail supporter mounting device
JP2010248796A (en) * 2009-04-16 2010-11-04 Smctech Co Ltd Concrete structure and support structure supported by the same
WO2021026950A1 (en) * 2019-08-13 2021-02-18 南京唐壹信息科技有限公司 Deep foundation pit safety protection device for building construction
KR20240119371A (en) * 2023-01-30 2024-08-06 김두식 Construction Method for Easy-to-Construct Deck Structures

Similar Documents

Publication Publication Date Title
US20160356045A1 (en) Multi-purpose anchor devices
JP2000328701A (en) PC board mounting method and mounting structure
JPH093913A (en) Column base fixing method for steel pipe column
KR102801581B1 (en) the improved fireproof cladding of composite girder and the construction method thereof
JP4057204B2 (en) Formwork fixing structure
KR102102522B1 (en) Block precast type and anti-dividable Form assembly with Coupling unit
JPH03244733A (en) Exterior wall connection structure
KR100620253B1 (en) Formwork panel for formwork installation and its manufacturing method
JP2971061B1 (en) Anchor bolt holding device for foundation when placing concrete
JPH07102639A (en) Column base hardware and construction method for steel frame column base section
US20240295116A1 (en) Connector for Pre-Fabricated Walls
JP3636960B2 (en) Half precast wall member and civil engineering construction method using the half precast wall member
JP3270841B2 (en) Difference braces for concrete floor openings
JP2000220206A (en) Joint structure of vertical precast concrete members
JP2652118B2 (en) Partial concrete placement method for closed section material
JPH0341558Y2 (en)
JP3024711U (en) Opening temporary handrail mounting hardware for RC frame construction
JPH0626195A (en) Coupling device for structure execution
JP2000274147A (en) Mounting structure and mounting metal fitting of sash frame and mounting method of sash frame
JPH06257218A (en) Frame mounting structure of post/beam joint
JPH06101339A (en) Bottom formwork for filling gaps and placing concrete
JPH06220938A (en) Construction of form panel for placement of concrete, employing board doubling as form
JPS62160339A (en) How to install concrete embedded hardware
JPH0425387B2 (en)
JPS61274030A (en) Embedded metal jig