JP2584051Y2 - Concrete formwork fastener for misalignment adjustment of driving formwork - Google Patents

Concrete formwork fastener for misalignment adjustment of driving formwork

Info

Publication number
JP2584051Y2
JP2584051Y2 JP1991113330U JP11333091U JP2584051Y2 JP 2584051 Y2 JP2584051 Y2 JP 2584051Y2 JP 1991113330 U JP1991113330 U JP 1991113330U JP 11333091 U JP11333091 U JP 11333091U JP 2584051 Y2 JP2584051 Y2 JP 2584051Y2
Authority
JP
Japan
Prior art keywords
concrete
panel
formwork
nail anchor
fastener
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
JP1991113330U
Other languages
Japanese (ja)
Other versions
JPH0557132U (en
Inventor
宗一 木谷
興一郎 田口
善則 小桧山
豊 中村
幸治 浮穴
章 梅国
宣好 鎌崎
門野  徹
巖 森
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.)
Takenaka Corp
Original Assignee
Takenaka 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 Takenaka Corp filed Critical Takenaka Corp
Priority to JP1991113330U priority Critical patent/JP2584051Y2/en
Publication of JPH0557132U publication Critical patent/JPH0557132U/en
Application granted granted Critical
Publication of JP2584051Y2 publication Critical patent/JP2584051Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、打込み型枠の目違い調
整用コンクリート型枠締付具に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete form fastener for adjusting the misalignment of a driving form.

【0002】[0002]

【従来の技術】従来、建物外壁等の構築に使用する打込
み型枠では、その組み立てに当たり、ときとしてパネル
に目違いを生じて、建物の外観を阻害する。この目違い
は、通常、ばた材で押えられるはずのパネルの外面がば
た材から離間して内側へ入り込む(没入する)ことによ
って生じる。
2. Description of the Related Art Conventionally, in the case of a driving form used for constructing an outer wall of a building or the like, a panel is sometimes misaligned when assembling the same, which hinders the appearance of the building. This misalignment is usually caused by the outer surface of the panel, which is to be held down by the flap material, being separated from the flap material and entering (submerging) inside.

【0003】[0003]

【考案が解決しようとする課題】このパネルの目違い
は、コンクリート打設前に修正する必要があるが、現状
では簡単な修正手段がなく、特に、型枠の組み立て完了
後に発見された場合には、修正が極めて困難である。本
考案は、かかる問題点を解決しようとするものであり、
簡単に精度よい調整ができるようにしようとするもので
ある。
[Problems to be Solved by the Invention] The difference between the panels needs to be corrected before placing concrete, but at present there is no simple correction means, especially when the panels are found after the assembly of the formwork is completed. Are extremely difficult to modify. The present invention is intended to solve such a problem,
It is intended to make it possible to easily perform accurate adjustment.

【0004】[0004]

【課題を解決するための手段】上記目的達成のため、本
考案は、パネルAに穿設した透孔aに挿入して係合させ
る棒体11から成るネールアンカー1を設け、該ネール
アンカーには、その棒体11の先端部に、挿入後自動的
に係止態勢となる係止片2を装着し、中間部に、もぎ取
り用の溝15を周設し、また、後端部に、螺子棒31か
ら成るコンクリート型枠締付具本体3の一端を着脱自在
に連結させ、該コンクリート型枠締付具本体3には、ば
た材用座金4を可動に嵌合させるとともに、該ばた材用
座金を締め付けるナット5を螺合させたことを特徴とす
る。
In order to achieve the above object, the present invention provides a nail anchor 1 comprising a rod 11 which is inserted into and engaged with a through hole a formed in a panel A. At the tip of the rod body 11, a locking piece 2 which is automatically locked after insertion is attached, a groove 15 for stripping is provided in the middle part, and at the rear end, One end of a concrete formwork fastener body 3 composed of a screw rod 31 is detachably connected to the concrete formwork fastener body 3, and a buckle washer 4 is movably fitted to the concrete formwork fastener body 3. Characterized in that a nut 5 for tightening the material washer is screwed.

【0005】[0005]

【作用】如上の構成であるから、パネルAを建込みして
打込み型枠を組み立てた後、コンクリートを打設する前
において、パネルA相互間に目違いを生じた箇所で、ま
ず、横ばた芯、すなわち、二本の平行する単管から成る
横ばたBの中間にて、パネルAにドリルにより適宜透孔
aを穿設し、該透孔に外側からネールアンカー1を先端
から挿入する。これによりパネルAの内側で係止片2が
自動的に係止態勢となり、該係止片がその透孔aの内縁
に係合して抜け止めされる。次に、そのネールアンカー
1の後端部にコンクリート型枠締付具本体3を連結さ
せ、ナット5を螺動させて、ばた材用座金4を横ばたB
へ向けて締め付け、その反力でパネルAを外側へと引き
出して、ばた材Bに当接させる。つまり、一様にばた材
Bに当接させることで、ばた材Bを基準に目違いを解消
させるのである。なお、あらかじめネールアンカー1の
後端部にコンクリート型枠締付具本体3を連結させてお
いて、そのネールアンカー1を透孔aへと挿入してもよ
い。その後、パネルAの内側にコンクリートを打設し、
所定強度発現後にばた材等を解体撤去するが、この際、
コンクリート型枠締付具本体3を取り外し、ネールアン
カー1の後端部をもぎ取り用の溝15でもぎ取り切除
し、所要の表面処理を施す。なお、コンクリート型枠締
付具本体3を取り付けたままでネールアンカー1の後端
部を切除し、その後にその後端部をコンクリート型枠締
付具本体3から除去するようにしてもよい。
With the above construction, after assembling the panel A and assembling the driving formwork, before placing the concrete, first place the panel A in a place where misalignment occurs between the panels A. A through hole a is appropriately drilled in the panel A by a drill at the center of the core, that is, in the middle of the side wall B composed of two parallel single tubes, and the nail anchor 1 is inserted into the through hole from the outside from the tip. I do. As a result, the locking piece 2 automatically becomes locked inside the panel A, and the locking piece engages with the inner edge of the through-hole a to prevent it from falling off. Next, the concrete form fastener main body 3 is connected to the rear end of the nail anchor 1, the nut 5 is screwed, and the washer 4 was laid flat.
Then, the panel A is pulled out by the reaction force, and is brought into contact with the flap B. In other words, by making the contact with the flapping material B uniformly, the misalignment based on the flapping material B is eliminated. The concrete anchor body 3 may be connected to the rear end of the nail anchor 1 in advance, and the nail anchor 1 may be inserted into the through hole a. After that, concrete is poured inside panel A,
After the development of the predetermined strength, the scrap materials etc. are dismantled and removed,
The body 3 of the concrete form clamp is removed, and the rear end of the nail anchor 1 is cut off and cut off with the groove 15 for cutting off, and a required surface treatment is performed. Note that the rear end of the nail anchor 1 may be cut off while the concrete form fastener body 3 is attached, and then the rear end may be removed from the concrete form body 3.

【0006】[0006]

【実施例】図面は、本考案の実施例を示している。図に
おいて、1は、パネルAに穿設した透孔aに挿入して係
合させるネールアンカー、2は、該ネールアンカーの先
端部に自重で回動して係止態勢となるよう枢着した係止
片、3は、ネールアンカーに着脱自在に螺合連結させる
コンクリート型枠締付具本体、4は、該コンクリート型
枠締付具本体に可動に嵌めたばた材用座金、5は、該ば
た材用座金を締め付けるべくコンクリート型枠締付具本
体に螺合させたナットである。
BRIEF DESCRIPTION OF THE DRAWINGS The drawings show an embodiment of the present invention. In the drawing, reference numeral 1 denotes a nail anchor which is inserted into and engaged with a through hole a formed in a panel A, and 2 is pivotally attached to the tip of the nail anchor by its own weight so as to be in a locked state. The locking piece 3 is a concrete form fastener main body detachably screwed and connected to the nail anchor, 4 is a buckle washer movably fitted to the concrete form fastener main body, and 5 is It is a nut screwed into a concrete formwork fastener main body to tighten the washer for washer.

【0007】ネールアンカー1は、棒体11の材軸方向
の一半を挿入部12に、他半を螺子部13にし、その挿
入部12の末端部分にもぎ取り用の溝15を周設してい
る。また、その挿入部12に先端から切割16を入れて
挿入部を二又状に形成し、該切割16の先端部分に短冊
状の小さな係止片2を配してピン14にて回転自在に枢
着している。係止片2は、その中間部でかつ材軸方向の
一方へ片寄せた箇所で上記枢着を行い、長さの異なる双
方の重量のアンバランスから長い側が下になるよう自動
的に回動させ得るようにしている。上記係止片2は、ネ
ールアンカー1と材軸方向を一直線に揃えて、ネールア
ンカーの挿入部12と共々にパネルAに穿設した透孔a
へと前記ピン14を水平にして挿入する。この挿入が深
くなり、係止片2が透孔aの向こう側に至ると、係止片
2が自重で自動的に回動し、垂直状態となる。この状態
でネールアンカー1を手前に引けば、係止片2が透孔a
の内縁に係合する。
In the nail anchor 1, one half of the rod body 11 in the axial direction of the bar is inserted into the insertion part 12, and the other half is formed into the screw part 13, and a groove 15 for stripping is provided around the end of the insertion part 12. . Also, a slit 16 is inserted into the insertion portion 12 from the tip to form a bifurcated insertion portion, and a small strip-shaped locking piece 2 is disposed at the tip of the cut 16 and is rotatable with a pin 14. It is pivoted. The locking piece 2 performs the above-mentioned pivoting attachment at an intermediate portion thereof and at a position shifted to one side in the axial direction of the material, and automatically rotates so that the longer side becomes lower due to the imbalance of the weights having different lengths. I am trying to get it. The locking piece 2 has a through hole a formed in the panel A together with the nail anchor insertion portion 12 so that the axial direction of the material is aligned with the nail anchor 1.
The pin 14 is inserted horizontally. When this insertion is deepened and the locking piece 2 reaches the other side of the through hole a, the locking piece 2 automatically rotates by its own weight, and is brought into a vertical state. When the nail anchor 1 is pulled forward in this state, the locking piece 2 is
To the inner edge of

【0008】コンクリート型枠締付具本体3は、螺子棒
31の一端に雌螺子部32を設けて成り、該雌螺子部を
ネールアンカー1の螺子部13に着脱自在に螺合連結さ
せるようにしている。また、螺子棒31には、横ばたB
に適合させて形態したリブ座金のばた材用座金4を中央
部で可動に嵌合させ、かつ、該ばた材用座金を締め付け
るナット5を螺合させ、そして、その螺子棒31の他端
を潰し加工してナット5の離脱を阻止するようにしてい
る。このコンクリート型枠締付具本体3を、上述のよう
にセットしたネールアンカー1の螺子部13に螺合連結
させた後は、「作用」の項で述べたようにしてパネルA
の目違いを排除する。ネールアンカー1の後端部の切除
には、溝15にて螺子部13をもぎ取ればよい。なお、
ネールアンカー1の残部すなわち挿入部12及び係止片
2は、打設コンクリート中に埋め殺す。
The main body 3 of the concrete formwork is provided with a female thread 32 at one end of a screw rod 31, and the female thread is detachably connected to the thread 13 of the nail anchor 1. ing. Also, the screw rod 31 has
The washer 4 of the rib washer, which is formed so as to conform to the above, is movably fitted at the center, and the nut 5 for tightening the washer is screwed together. The end is crushed to prevent the nut 5 from coming off. After this concrete form clamp fastener body 3 is screwed and connected to the screw portion 13 of the nail anchor 1 set as described above, the panel A is connected as described in the section of “action”.
Eliminate the misunderstanding. To cut off the rear end of the nail anchor 1, the screw portion 13 may be removed from the groove 15. In addition,
The remaining portion of the nail anchor 1, that is, the insertion portion 12 and the locking piece 2 are buried in the cast concrete.

【0009】パネルAは、打込み型枠を構成するもので
あり、表面材を兼ねて打設コンクリートの表面に打込み
一体化させることにより、表面下地作業乃至仕上げ作業
を省略するとともに、撤去作業を排し、廃材を極力少な
くして、捨場が問題となっている産業廃棄物を低減し、
世界的に無秩序な森林の伐採が問題となっている木材の
使用を減らそうとするものである。而して、パネルA
は、内面に打込み接合させる蟻・蟻溝状等の凹凸条を備
えた押出成形セメント板であり、素材としては、水硬性
無機質バインダーと無機或いは有機繊維とその他の骨材
及び水を混合したものを用い、これを押出成形機に送り
込んで高圧にて押出成形して成る。なお、かかるものに
限るものではなく、他の材質、形成手段によるものでも
よいことは勿論である。
The panel A constitutes a driving formwork. The panel A is also used as a surface material and is integrated into the surface of the cast concrete, so that the surface preparation work or the finishing work is omitted and the removal work is eliminated. And reduce waste materials as much as possible to reduce industrial waste,
It seeks to reduce the use of timber, which is a problem for globally chaotic deforestation. Thus, panel A
Is an extruded cement plate provided with ridges and grooves such as ants and dovetails to be punched and bonded to the inner surface. The material is a mixture of hydraulic inorganic binder, inorganic or organic fiber, other aggregate, and water. This is sent to an extruder and extruded at high pressure. It is to be noted that the present invention is not limited to this, and it is needless to say that other materials and forming means may be used.

【0010】[0010]

【考案の効果】本考案によれば、パネルAによる打込み
型枠の組み立て後、コンクリート打設前において、パネ
ルAに適宜な透孔aを穿設し、該透孔に外側からネール
アンカー1を挿入し、該ネールアンカーの先端部分にあ
る係止片2をその挿入に伴い自動的に孔縁に係合させる
ので、ネールアンカー1をパネルAの目違い部分に外側
から極めて簡単に装着でき、また、そのネールアンカー
1にコンクリート型枠締付具本体3を連結させ、ナット
5を螺動させて、ばた材用座金4をばた材Bへ向けて締
め付け、その反力でパネルAを外側へと引き出すので、
内側に入り込んだパネルAの目違い部分を極めて容易に
かつ軽く引き出すことができ、そして、そのパネルAを
ばた材Bに当接させるので、パネルAはばた材Bを基準
に揃えることができて、高精度にしかも極めて簡単に調
整でき、目違いを的確に解消することができ、外観を美
麗にすることができる。更に、打設コンクリートに所定
強度発現後、コンクリート型枠締付具本体3を取り外
し、ネールアンカー1の後端部をもぎ取り用の溝15に
てもぎ取り切除すればよいので、事後の取り扱いも極め
て容易である。
According to the present invention, after assembling the driving formwork with the panel A and before pouring concrete, an appropriate through hole a is formed in the panel A, and the nail anchor 1 is inserted into the through hole from the outside. Since the locking piece 2 at the tip of the nail anchor is automatically engaged with the rim of the hole as it is inserted, the nail anchor 1 can be extremely easily attached to the misaligned portion of the panel A from the outside, Further, the concrete form fastener fastener body 3 is connected to the nail anchor 1 and the nut 5 is screwed to fasten the ratchet washer 4 toward the ratchet material B, and the panel A is reacted by the reaction force. Pull out to the outside,
The misaligned portion of the panel A that has entered inside can be pulled out very easily and lightly, and the panel A is brought into contact with the ratchet B, so that the panel A can be aligned with the ratchet B. It can be adjusted with high precision and extremely easily, misalignment can be accurately eliminated, and the appearance can be beautiful. Furthermore, the concrete form fastener main body 3 is removed after the predetermined strength is exerted on the poured concrete, and the rear end portion of the nail anchor 1 may be cut off and cut off in the groove 15 for cutting off, so that subsequent handling is extremely easy. It is.

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

【図1】 本考案の実施例に係る打込み型枠の目違い調
整用コンクリート型枠締付具の使用状態截断側面図であ
る。
FIG. 1 is a cutaway side view of a concrete form fastener for adjusting a misalignment of a driving form according to an embodiment of the present invention.

【図2】 同例の使用状態截断平面図である。FIG. 2 is a plan view in use of the same example.

【符号の説明】[Explanation of symbols]

A…パネル a…透孔 B…横ばた 1…ネールアンカー 11…棒体 12…挿入部 13…螺子部 14…ピン 15…溝 16…切割 2…係止片 3…コンクリート型枠締付具本体 31…螺子棒 32…雌螺子部 4…ばた材用座金 5…ナット A: Panel a: Through hole B: Sideways 1 ... Nail anchor 11 ... Bar body 12 ... Insertion part 13 ... Screw part 14 ... Pin 15 ... Groove 16 ... Splitting 2 ... Locking piece 3 ... Concrete form fastener Main body 31: Screw rod 32: Female screw part 4: Washer for ratchet material 5: Nut

───────────────────────────────────────────────────── フロントページの続き (72)考案者 木谷 宗一 東京都中央区銀座八丁目21番1号 株式 会社 竹中工務店 東京本店内 (72)考案者 田口 興一郎 東京都中央区銀座八丁目21番1号 株式 会社 竹中工務店 東京本店内 (72)考案者 小桧山 善則 東京都中央区銀座八丁目21番1号 株式 会社 竹中工務店 東京本店内 (72)考案者 中村 豊 東京都中央区銀座八丁目21番1号 株式 会社 竹中工務店 東京本店内 (72)考案者 浮穴 幸治 東京都中央区銀座八丁目21番1号 株式 会社 竹中工務店 東京本店内 (72)考案者 梅国 章 東京都江東区南砂二丁目5番14号 株式 会社 竹中工務店 技術研究所内 (72)考案者 鎌崎 宣好 東京都中央区日本橋3丁目6番2号 朝 日機材株式会社内 (72)考案者 門野 徹 東京都港区高輪四丁目24番44号 三菱セ メント建材株式会社内 (72)考案者 森 巖 東京都墨田区押上2丁目8番2号 岡部 株式会社内 (56)参考文献 実開 昭58−195737(JP,U) (58)調査した分野(Int.Cl.6,DB名) E04B 2/86 E04G 17/06 101──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Soichi Kitani 8-21-1, Ginza, Chuo-ku, Tokyo Inside Takenaka Corporation Tokyo Main Store (72) Inventor Koichiro Taguchi 8-21 Ginza, Chuo-ku, Tokyo No. 1 Takenaka Corporation Tokyo Main Store (72) Inventor Yoshinori Kohiyama 8-21-1, Ginza, Chuo-ku, Tokyo Co., Ltd. 21-1 Co., Ltd. Takenaka Corporation Tokyo Main Store (72) Inventor Koji Ukibo 8-21-1, Ginza, Chuo-ku, Tokyo Co., Ltd. Takenaka Corporation Tokyo Main Store (72) Inventor Akira Umekuni Koto-ku, Tokyo 2-5-14 Minamisuna Takenaka Corporation Technical Research Institute (72) Inventor Noriyoshi Kamasaki 3-6-1 Nihonbashi, Chuo-ku, Tokyo Asahi Inside the formula company (72) Inventor Toru Kadono 4-44, Takanawa, Minato-ku, Tokyo Mitsubishi Cement Building Materials Co., Ltd. (72) Inventor Iwao 2-8-2 Oshiage, Sumida-ku, Tokyo Okabe Corporation (56) References Japanese Utility Model Sho 58-195737 (JP, U) (58) Fields investigated (Int. Cl. 6 , DB name) E04B 2/86 E04G 17/06 101

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 パネルAに穿設した透孔aに挿入して係
合させる棒体11から成るネールアンカー1を設け、該
ネールアンカーには、その棒体11の先端部に、挿入後
自動的に係止態勢となる係止片2を装着し、中間部に、
もぎ取り用の溝15を周設し、また、後端部に、螺子棒
31から成るコンクリート型枠締付具本体3の一端を着
脱自在に連結させ、該コンクリート型枠締付具本体3に
は、ばた材用座金4を可動に嵌合させるとともに、該ば
た材用座金を締め付けるナット5を螺合させたことを特
徴とする打込み型枠の目違い調整用コンクリート型枠締
付具。
1. A nail anchor 1 comprising a rod 11 inserted into and engaged with a through hole a formed in a panel A. The nail anchor is provided at the tip of the rod 11 with an automatic after insertion. Attach the locking piece 2 that will be in a locked state, and in the middle part,
A groove 15 for stripping is provided in the periphery, and one end of a concrete form fastener main body 3 composed of a screw rod 31 is detachably connected to a rear end of the concrete form fastener main body 3. A concrete form fastener for adjusting a misalignment of a driving form, wherein a nut 5 for fastening the washer 4 is movably fitted and a nut 5 for fastening the washer 4 is screwed.
JP1991113330U 1991-12-27 1991-12-27 Concrete formwork fastener for misalignment adjustment of driving formwork Expired - Lifetime JP2584051Y2 (en)

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JP1991113330U JP2584051Y2 (en) 1991-12-27 1991-12-27 Concrete formwork fastener for misalignment adjustment of driving formwork

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Application Number Priority Date Filing Date Title
JP1991113330U JP2584051Y2 (en) 1991-12-27 1991-12-27 Concrete formwork fastener for misalignment adjustment of driving formwork

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JPH0557132U JPH0557132U (en) 1993-07-30
JP2584051Y2 true JP2584051Y2 (en) 1998-10-30

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CN110644786A (en) * 2019-09-16 2020-01-03 北京城建六建设集团有限公司 Soft template splicing staggered platform repairing bolt

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JPS58195737U (en) * 1982-06-23 1983-12-26 丸井産業株式会社 Separator connection tool for wooden sheet piles

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