JPH11270134A - Veranda supporting reinforcement anchor - Google Patents

Veranda supporting reinforcement anchor

Info

Publication number
JPH11270134A
JPH11270134A JP7800698A JP7800698A JPH11270134A JP H11270134 A JPH11270134 A JP H11270134A JP 7800698 A JP7800698 A JP 7800698A JP 7800698 A JP7800698 A JP 7800698A JP H11270134 A JPH11270134 A JP H11270134A
Authority
JP
Japan
Prior art keywords
veranda
bolt
horizontal
anchor
holding plate
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
Application number
JP7800698A
Other languages
Japanese (ja)
Other versions
JP3943700B2 (en
Inventor
Fumihiko Kawano
文彦 川野
Yoshihiro Yasuda
喜裕 安田
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.)
Kondotec Inc
Original Assignee
Kondotec Inc
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 Kondotec Inc filed Critical Kondotec Inc
Priority to JP07800698A priority Critical patent/JP3943700B2/en
Publication of JPH11270134A publication Critical patent/JPH11270134A/en
Application granted granted Critical
Publication of JP3943700B2 publication Critical patent/JP3943700B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a veranda supporting reinforcement anchor scarcely having a bolt protruded out even if the thickness of the concrete is thin, the screw hardly becoming loose, and adaptable to any kind of a screw as long as the nominal diameter is the same. SOLUTION: When a vertical wall and a horizontal slab composing a veranda are to be simultaneously concreted, the position of a vertical form for forming the vertical wall is adjusted by a veranda having the base end secured to a horizontal reinforcement 20 of the horizontal slab. In this case, an U bolt 1 is screwed into the end of drawn pipes 17 fitted to the base end of a support body adjustable of its length and both ends of a hold-down plate for tightening the horizontal reinforcement 20 of the horizontal slab are fitted to male screws 2, 3 of both shafts of the U bolt 1.

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、鉄筋工事現場のマ
ンションなどのベランダ用横壁の型枠工事のベランダ型
枠を支持するための、サポートの支点となる鉄筋アンカ
ーに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rebar anchor serving as a fulcrum of a support for supporting a veranda formwork in a formwork of a lateral wall for a veranda such as an apartment building at a rebar construction site.

【0002】[0002]

【従来の技術】コンクリートのベランダを建造する場
合、従来は、図3のようにまず床面のコンクリートパネ
ル板10と垂直面のコンクリートパネル板11を組み上
げ、垂直壁となる部分にベランダ型枠12を垂直面のコ
ンクリートパネル板11から所定間隔をあけて組み立た
後に、ベランダ型枠12の面の通りと鉛直度を調整する
ために、床面のコンクリートパネル板10にベース用金
物13をボルト・ナットや木ねじなどで固定し、サポー
ト本体15と単管16と抜きパイプ17からなるサポー
トをベランダ型枠12の端太材14とベース金物13と
の間に組み立ててベランダ型枠12を調整し、スラブ1
8と垂直壁19のコンクリートを打設していた。
2. Description of the Related Art Conventionally, when a concrete veranda is constructed, a concrete panel plate 10 on the floor surface and a concrete panel plate 11 on the vertical surface are first assembled as shown in FIG. After assembling at a predetermined distance from the vertical concrete panel board 11, the base metal 13 is bolted to the floor concrete panel board 10 in order to adjust the verticality according to the surface of the veranda formwork 12. Fix with a nut or wood screw, etc., assemble the support consisting of the support main body 15, the single pipe 16 and the punched pipe 17 between the thick end member 14 of the veranda formwork 12 and the base hardware 13, and adjust the veranda formwork 12, Slab 1
8 and the concrete of the vertical wall 19 were cast.

【0003】しかしながら、この方法では、サポート
を、鉄筋が縦横に走った間をぬってコンクリートパネル
板13に取り付けるのは、コンクリートパネル板13に
穴を加工したりして、手間が掛かるし、面倒である。し
かも金物が高価につく。
However, in this method, the support is attached to the concrete panel plate 13 while the reinforcing bars run vertically and horizontally, because it takes time and effort to form a hole in the concrete panel plate 13 or the like. It is. Moreover, hardware is expensive.

【0004】そこで図4のように、スラブ補強のための
鉄筋20に引っかけ部21を引っかけて、両ねじボルト
22で締め付ける方式のベース金物が使われることがあ
る。このベース金物は価格も安いという利点があった。
[0004] Therefore, as shown in FIG. 4, there is a case where a base metal is used in which a hook portion 21 is hooked on a reinforcing bar 20 for reinforcing a slab and fastened with a double screw bolt 22. This base metal had the advantage of being cheap.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、図4の
両ネジ式のベース金物の欠点は、両ネジボルト22を使
用するので、 (ア)両ネジを回転するためのスパナかけ部などを必要
とし、ボルト長がある程度長くないと使用できないが、
コンクリート厚が薄くなるとボルトが飛び出して使えな
いか、または飛び出したボルトを切断しなければなら
ず、手間がかかる。
However, the disadvantages of the double-screw base metal fitting shown in FIG. 4 are that the double-screw bolt 22 is used, which requires (a) a wrench for rotating both screws, and the like. Although the bolt cannot be used unless it is long enough,
If the concrete thickness is reduced, the bolts will protrude and cannot be used, or the protruding bolts must be cut, which is troublesome.

【0006】(イ)両ネジボルト22で鉄筋20を上か
ら押しつけるだけなのでコンクリート打設時のバイブレ
ータ使用時にネジがゆるみ、引っかけ部21が外れて、
サポートできなくなる可能性がある。
(A) Since the rebar 20 is simply pressed from above with the two screw bolts 22, the screws are loosened when the vibrator is used at the time of placing concrete, and the hooks 21 come off.
May not be supported.

【0007】(ウ)パイプ17端末の雌ねじが型枠業界
において約3種類有り、それぞれに専用の雄ねじの両ネ
ジボルトを使い分けないといけないが、パイプは現場に
より、まちまちで混在している場合もあり、不便であ
る。
(C) There are approximately three types of female screws at the end of the pipe 17 in the mold industry, and it is necessary to use two types of male screws for each dedicated male screw. However, pipes may be mixed in various places depending on the site. Is inconvenient.

【0008】そこで本願発明が解決しようとする課題
は、コンクリート厚が薄くてもボルトが飛び出すことが
少なく、ネジの緩みも少なく、同じ呼び径のネジであれ
ばどの種類のものにも対応できるベランダサポート用鉄
筋アンカーを提供することにある。
The problem to be solved by the present invention is that even if the concrete thickness is small, the bolts are unlikely to pop out, the screws are not loosened, and any veranda having the same nominal diameter can be used. An object of the present invention is to provide a reinforcing bar anchor for support.

【0009】[0009]

【課題を解決するための手段】前記課題を解決するた
め、本発明のベランダサポート用鉄筋アンカーは、ベラ
ンダを構成する垂直壁と水平スラブとを同時にコンクリ
ート打設する際に、前記垂直壁を形成するための垂直型
枠を前記水平スラブの水平鉄筋に基端を固定したベラン
ダサポートで位置調整するベランダサポート用鉄筋アン
カーにおいて、長さ調整可能なサポート本体の基端部に
取り付けられる抜きパイプの先端に、Uボルトを螺合
し、そのUボルトの両方の軸部の雄ねじ部に、前記水平
スラブの水平鉄筋を締め付けるための押さえ板の両端を
取り付けたことを特徴とする。
In order to solve the above-mentioned problems, a reinforcement anchor for veranda support of the present invention forms the vertical wall when a vertical wall and a horizontal slab constituting the veranda are simultaneously poured into concrete. A veranda support for fixing a vertical formwork to a horizontal bar of the horizontal slab with a veranda support having a proximal end fixed thereto, the tip of a punched pipe attached to a proximal end of a support body having an adjustable length. In addition, a U-bolt is screwed, and both ends of a holding plate for fastening a horizontal reinforcing bar of the horizontal slab are attached to male screw portions of both shaft portions of the U-bolt.

【0010】前記のベランダサポート用鉄筋アンカーに
おいて、押さえ板の一方の端部にはUボルトの一方の軸
部に嵌合する穴を形成し、前記押さえ板の他方の端部に
はUボルトの他方の軸部に側方から係合するU溝を形成
したものとすることができる。 また、前記Uボルトの
雄ねじ部の一方を並目ネジ、他方を山が断面円形の特殊
ネジとすることができる。
In the above-mentioned reinforcing bar anchor for veranda support, a hole is formed at one end of the holding plate so as to fit into one shaft of a U-bolt, and the other end of the holding plate is provided with a U-bolt. A U-shaped groove may be formed on the other shaft portion to be engaged from the side. Further, one of the male screw portions of the U-bolt may be a coarse thread and the other may be a special screw having a circular cross section.

【0011】[0011]

【発明の実施の形態】以下、本発明の実施の形態を、図
面に示す実施例を参照しながら具体的に説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be specifically described below with reference to embodiments shown in the drawings.

【0012】図1は本発明の第1実施例を示すものであ
り、(a)は正面図、(b)は押さえ板の平面図であ
る。図1の本実施例において、1はUボルト、2はUボ
ルト1の第1の雄ねじ部、3は第2の雄ねじ部、4は押
さえ板、5、6は締め付けナットである。押さえ板4に
は、第1の雄ねじ部2を通すための丸穴4aと第2の雄
ねじ部3に側部から嵌合するためのU溝4bが形成され
ている。第1の雄ねじ部2または第2の雄ねじ部3に
は、図4に示した抜きパイプ17の先端が螺合される。
FIGS. 1A and 1B show a first embodiment of the present invention, wherein FIG. 1A is a front view and FIG. 1B is a plan view of a holding plate. In the embodiment of FIG. 1, 1 is a U-bolt, 2 is a first male screw portion of the U-bolt 1, 3 is a second male screw portion, 4 is a holding plate, and 5 and 6 are fastening nuts. The holding plate 4 is formed with a round hole 4a for passing the first male screw 2 and a U groove 4b for fitting the second male screw 3 from the side. The first male screw portion 2 or the second male screw portion 3 is screwed with the tip of the punched pipe 17 shown in FIG.

【0013】第1の雄ねじ2は、ウイットサイズの並目
ねじであり、第2の雄ねじ3は山が断面円形の特殊ネジ
である。
The first male screw 2 is a wit-size coarse thread, and the second male screw 3 is a special screw having a circular cross section.

【0014】図2は本発明の第2実施例を示すものであ
り、押さえ板4の他方のU溝4cが押さえ板4の長手方
向に沿って形成されていることと、ナットが省略されて
いるほかは第1実施例と同様である。
FIG. 2 shows a second embodiment of the present invention. The other U groove 4c of the holding plate 4 is formed along the longitudinal direction of the holding plate 4, and the nut is omitted. Other than that, it is the same as the first embodiment.

【0015】[0015]

【発明の効果】本発明では、図1または図2のように、
Uボルト1を使用することで、下記の効果を奏する。
According to the present invention, as shown in FIG. 1 or FIG.
Use of the U bolt 1 has the following effects.

【0016】(ア)コンクリートに埋設される部分は押
さえ板4と締め付けナット5,6の厚みのみでよく、コ
ンクリート厚がかなり薄くても,Uボルト1の全長を短
くすれば、簡単に対応できる。
(A) The portion to be embedded in the concrete only needs to be the thickness of the holding plate 4 and the tightening nuts 5 and 6. Even if the concrete thickness is quite thin, it can be easily dealt with by shortening the entire length of the U bolt 1. .

【0017】(イ)鉄筋20を、Uボルト1で、左右2
箇所のナット5,6で締め付けるため、押さえ板4の締
め付け力によるスプリングバック的な力も作用して、ナ
ット5,6が緩みにくい。万一、ナット5,6が緩んで
も鉄筋20から抜け落ちることはないので、パイプ17
を締め込めばそのまま使用できる。
(A) Reinforcing bar 20 is connected to U
Since the nuts 5 and 6 at the locations are tightened, a springback-like force due to the tightening force of the holding plate 4 also acts, so that the nuts 5 and 6 are not easily loosened. Even if the nuts 5 and 6 are loosened, they will not fall out of the reinforcing bar 20.
Can be used as it is.

【0018】(ウ)Uボルト1の左右の雄ねじの一方を
並目ネジ、他方を山が断面円形の特殊ネジとしているの
で、型枠業界で使用されるパイプ3種の雌ねじ、すなわ
ち、ウイットサイズの並目ネジ、IBネジ、RBネジに
対して全て対応できる。どこの現場に持っていっても、
使用可能なので、汎用性が高く、また在庫が少なくて済
むので、省スペース、省コストとなる。
(C) Since one of the left and right external threads of the U-bolt 1 is a coarse thread and the other is a special thread having a circular cross section, three types of female threads for pipes used in the formwork industry, ie, wit size IB screws and RB screws. No matter where you are,
Since it can be used, its versatility is high and its stock is small, so that space and cost are saved.

【0019】(エ)さらに、Uボルト式なので、強度も
高く、大量生産しやすいので、価格も安い。
(D) Further, since it is a U-bolt type, the strength is high and mass production is easy, so that the price is low.

【0020】(オ)押さえ板4の、一方を丸穴とし、他
方を切り欠いたU溝4bとすることにより、鉄筋20に
Uボルト部をくぐらせて、押さえ板4を回してU溝4b
をUボルト1の締め付け部まで押し込み、ナット5,6
を締めれば固定できるので、取付が簡単で速い。
(E) By forming one of the holding plates 4 as a round hole and the other as a notched U-groove 4b, the U bolt portion is passed through the reinforcing bar 20, and the holding plate 4 is turned to form the U-groove 4b.
To the tightening part of U bolt 1 and nuts 5, 6
Can be fixed by tightening, so installation is easy and fast.

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

【図1】 本発明の第1実施例を示すものであり、
(a)は正面図、(b)は押さえ板の平面図である。
FIG. 1 shows a first embodiment of the present invention;
(A) is a front view, (b) is a top view of a holding plate.

【図2】 本発明の第2実施例を示すものであり、
(a)は正面図、(b)はその底面図である。
FIG. 2 shows a second embodiment of the present invention;
(A) is a front view, (b) is its bottom view.

【図3】 従来のベランダサポートとベース用金物によ
る施工例を示す断面図である。
FIG. 3 is a cross-sectional view showing a construction example using a conventional veranda support and base hardware.

【図4】 従来の鉄筋締め付け具の拡大図である。FIG. 4 is an enlarged view of a conventional reinforcing bar fastening tool.

【符号の説明】[Explanation of symbols]

1 Uボルト、2 第1の雄ねじ部、3 第2の雄ねじ
部、4 押さえ板、4a丸穴、4b、4c U溝、5,
6 締め付けナット、10,11 コンクリートパネル
板、12 ベランダ型枠、13 ベース用金物、14
端太材、15サポート本体、16 単管、17 抜きパ
イプ、18 スラブ、19 垂直壁、20 鉄筋、21
引っかけ部、22 両ねじボルト
1 U bolt, 2 first male thread, 3 second male thread, 4 holding plate, 4a round hole, 4b, 4c U groove, 5,
6 fastening nuts, 10,11 concrete panel boards, 12 veranda formwork, 13 base hardware, 14
End material, 15 support body, 16 single pipe, 17 hollow pipe, 18 slab, 19 vertical wall, 20 rebar, 21
Hook, 22 double threaded bolt

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 ベランダを構成する垂直壁と水平スラブ
とを同時にコンクリート打設する際に、前記垂直壁を形
成するための垂直型枠を前記水平スラブの水平鉄筋に基
端を固定したベランダサポートで位置調整するベランダ
サポート用鉄筋アンカーにおいて、 長さ調整可能なサポート本体の基端部に取り付けられる
抜きパイプの先端に、Uボルトを螺合し、そのUボルト
の両方の軸部の雄ねじ部に、前記水平スラブの水平鉄筋
を締め付けるための押さえ板の両端を取り付けたことを
特徴とするベランダサポート用鉄筋アンカー。
1. A veranda support in which a vertical form for forming the vertical wall is fixed to a horizontal reinforcing bar of the horizontal slab when a vertical wall and a horizontal slab constituting the veranda are simultaneously poured into concrete. In the rebar anchor for veranda support, the position of which is adjusted by using a U-bolt, screw the U-bolt to the tip of a punched pipe attached to the base end of the support body whose length can be adjusted, And a bar anchor for veranda support, wherein both ends of a holding plate for fastening a horizontal reinforcing bar of the horizontal slab are attached.
【請求項2】 押さえ板の一方の端部にはUボルトの一
方の軸部に嵌合する穴を形成し、前記押さえ板の他方の
端部にはUボルトの他方の軸部に側方から係合するU溝
を形成したことを特徴とする請求項1記載のベランダサ
ポート用鉄筋アンカー。
2. A holding plate is provided with a hole at one end thereof for fitting to one shaft of a U-bolt, and the other end of the holding plate is laterally formed at the other shaft of the U-bolt. The rebar anchor for a veranda support according to claim 1, wherein a U-groove is formed to engage with the anchor.
【請求項3】 Uボルトの雄ねじ部の一方を並目ネジ、
他方を山が断面円形の特殊ネジとしたことを特徴とする
請求項1または2記載のベランダサポート用鉄筋アンカ
ー。
3. One of the external thread portions of the U bolt is a coarse thread,
3. The rebar anchor for veranda support according to claim 1, wherein the other is a special screw having a circular cross section.
JP07800698A 1998-03-25 1998-03-25 Rebar anchor for veranda support Expired - Lifetime JP3943700B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07800698A JP3943700B2 (en) 1998-03-25 1998-03-25 Rebar anchor for veranda support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07800698A JP3943700B2 (en) 1998-03-25 1998-03-25 Rebar anchor for veranda support

Publications (2)

Publication Number Publication Date
JPH11270134A true JPH11270134A (en) 1999-10-05
JP3943700B2 JP3943700B2 (en) 2007-07-11

Family

ID=13649712

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07800698A Expired - Lifetime JP3943700B2 (en) 1998-03-25 1998-03-25 Rebar anchor for veranda support

Country Status (1)

Country Link
JP (1) JP3943700B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013170690A (en) * 2012-02-23 2013-09-02 Tlv Co Ltd Device for detecting operation state of valves
CN105836574A (en) * 2014-12-08 2016-08-10 东芝电梯株式会社 Vibration stop device of governor rope and installation method of vibration stop device
CN115234022A (en) * 2022-08-15 2022-10-25 李萧辉 Reinforced building structure and reinforcing method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102029911B1 (en) * 2013-03-15 2019-10-08 한국전력공사 Cable supporting and fixing apparatus of pad mounted switchgear

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013170690A (en) * 2012-02-23 2013-09-02 Tlv Co Ltd Device for detecting operation state of valves
CN105836574A (en) * 2014-12-08 2016-08-10 东芝电梯株式会社 Vibration stop device of governor rope and installation method of vibration stop device
CN115234022A (en) * 2022-08-15 2022-10-25 李萧辉 Reinforced building structure and reinforcing method thereof
CN115234022B (en) * 2022-08-15 2023-10-31 新疆鑫宝隆建设工程有限责任公司 Reinforced building structure and reinforcing method thereof

Also Published As

Publication number Publication date
JP3943700B2 (en) 2007-07-11

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