JPH0554711U - Concrete formwork clamp for adjusting misalignment of driving formwork - Google Patents

Concrete formwork clamp for adjusting misalignment of driving formwork

Info

Publication number
JPH0554711U
JPH0554711U JP11348491U JP11348491U JPH0554711U JP H0554711 U JPH0554711 U JP H0554711U JP 11348491 U JP11348491 U JP 11348491U JP 11348491 U JP11348491 U JP 11348491U JP H0554711 U JPH0554711 U JP H0554711U
Authority
JP
Japan
Prior art keywords
nail anchor
panel
concrete
nail
anchor
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
JP11348491U
Other languages
Japanese (ja)
Other versions
JP2566045Y2 (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 JP11348491U priority Critical patent/JP2566045Y2/en
Publication of JPH0554711U publication Critical patent/JPH0554711U/en
Application granted granted Critical
Publication of JP2566045Y2 publication Critical patent/JP2566045Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

(57)【要約】 【目的】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、実際には、簡単な修正手段がなく、
特に、型枠の組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
よとする。 【構成】パネルAに穿設した透孔aに挿入して内部にピ
ン2を打ち込むことにより拡開仮固定させるネールアン
カー1を設け、該ネールアンカーにコンクリート型枠締
付具本体3を着脱自在に連結させてなり、パネルAの目
違い箇所に透孔aを穿設して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内部にピン2を打ち込ん
で拡開仮固定させ、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、該コンクリート型枠締
付具本体にばた材用座金4を嵌めて基準となるばた材B
に当接させ、ナット5を螺合させて締め付け、その反力
でパネルAを外側へと引き出し、ばた材Bに当接させ
る。
(57) [Summary] [Purpose] It is necessary to correct the misalignment of the panel before placing concrete, but in reality, there is no simple correction method,
In particular, if it is found after the mold has been assembled, the correction is extremely difficult. The present invention seeks to solve such problems. [Construction] A nail anchor 1 is provided which is inserted into a through hole a formed in a panel A and is expanded and temporarily fixed by driving a pin 2 thereinto, and a concrete formwork clamp body 3 is detachably attached to the nail anchor. And a through hole a is formed in the misaligned portion of the panel A from the outside to make the nail anchor 1
Insert, insert a pin 2 into the inside of the nail anchor to temporarily expand and fix the nail anchor, connect a concrete formwork clamp tool body 3 to the nail anchor 1, and spread the material to the concrete formwork clamp tool body. Fitting washer 4 and standard flap material B
And the nut 5 is screwed and tightened, and the reaction force pulls the panel A to the outside and contacts the flap material B.

Description

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

【0001】[0001]

【産業上の利用分野】[Industrial application]

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。 The present invention relates to a concrete form clamp for adjusting misalignment of a driving form.

【0002】[0002]

【従来の技術】[Prior Art]

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とがある。 この目違いは、通常、外面がばた材で押えられるはずのパネルが、内側へ入り 込むことによって生ずる。 BACKGROUND ART Conventionally, in a driving formwork used for constructing an outer wall of a building or the like, when assembling it, a panel is sometimes misaligned to impair the appearance of the building. This misalignment is usually caused by the inward entry of a panel, the outer surface of which should be pressed with flap.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

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、実際に は、簡単な修正手段がなく、特に、型枠の組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。 The misalignment of this panel needs to be corrected before placing the concrete, but in reality there is no simple correction method, and it is extremely difficult to correct it, especially when it is found after the formwork is assembled. is there. The present invention is intended to solve such a problem, and is intended to enable easy and accurate adjustment.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

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に挿入して内部に ピン2を打ち込むことにより拡開仮固定させるネールアンカー1を設け、該ネー ルアンカーにコンクリート型枠締付具本体3を着脱自在に連結させたことを特徴 とする。 In order to achieve the above object, the present invention provides a nail anchor 1 which is inserted into a through hole a formed in a panel A and is internally expanded and temporarily fixed by driving a pin 2 therein, and the nail anchor 1 is provided with a concrete form clamp. The accessory body 3 is detachably connected.

【0005】[0005]

【作用】[Action]

如上の構成であるから、パネルAの目違いを生じた箇所において、横ばた芯、 すなわち、二本の平行する単管からなる横ばたBの中間部で、パネルAにドリル にて適宜な透孔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 ールアンカーの内部に外側からピン2を打ち込むことにより該ネールアンカーを パネルAに適宜に拡開仮固定させ、次いで、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、該コンクリート型枠締付具本体にばた材用座金 4を嵌めてばた材Bに当接させ、更に、ナット5を螺合させてそのばた材用座金 4を締め付けることによりその反力でパネルAを外側へと引き出し、ばた材Bに 当接させる。こうして、一様にばた材Bに当接させることで目違いを解消するの である。 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及びネールアンカー 1もそれぞれ取り外す。なお、ネールアンカー1の取り外しには、ピン2を引き 抜いて、拡開したネールアンカーを窄め、手前に引き抜けばよい。引き抜き後の 透孔aには、モルタル等の詰め物を充填する。 Due to the above configuration, at a position where a misalignment occurs in panel A, a horizontal core, that is, an intermediate portion of horizontal B composed of two parallel single tubes, is appropriately drilled to panel A. The nail anchor 1 is inserted into the through hole from the outside, and the pin 2 is driven into the inside of the nail anchor from the outside to appropriately expand and temporarily fix the nail anchor to the panel A. Then, the concrete form clamp fastener main body 3 is connected to the nail anchor 1, the flap washer 4 is fitted to the concrete form clamp fastener main body and brought into contact with the flap B, and By screwing the nut 5 and tightening the washer 4 for the flap material, the panel A is pulled out by the reaction force and brought into contact with the flap material B. In this way, the uniform contact with the flapping material B eliminates the misalignment. After that, concrete is poured inside the panel A, and after the predetermined strength is exhibited, the flutter material and the like are dismantled and removed. At this time, the concrete form fastener main body 3 and the nail anchor 1 are also removed. To remove the nail anchor 1, the pin 2 may be pulled out, the expanded nail anchor may be closed, and the nail anchor may be pulled out toward you. After the extraction, the through hole a is filled with a filling material such as mortar.

【0006】[0006]

【実施例】【Example】

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に挿入し仮固定させるネールア ンカー、2は、該ネールアンカーの内部に外側から打ち込んでネールアンカーを 拡開させるピン、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着脱自在に嵌めたば 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。 ネールアンカー1は、筒体11の材軸方向の一半を挿入部12に、他半を螺子部13 にし、その挿入部の先端部分に、筒体内部へのピン2の打ち込みで拡開する拡開 手段を講じている。該拡開手段は、挿入部の先端部分に材軸方向に数本の割溝14 入れるとともに、該先端部分の内径を小径に形成して、該小径部15にピン2が打 ち込まれることで内径が押し開かれ、外周が拡がるようにしている。また、螺子 部13には、ナット16を螺合しており、挿入部12をパネルAに穿設した透孔aに挿 入し、ピン2の打ち込みで先端部分を拡開させた後、このナット16を締め付ける ことにより、パネルAに仮固定させるようにしている。こうして取り付けたネー ルアンカー1は、パネルAの内側に打設したコンクリートに所定の強度が発現し たところで、ピン2を引き抜いてその拡開先端部分を縮小させ、外側へと抜き取 る。 ネールアンカー1の拡開する先端部分には、ゴムキャップ6を嵌めている。打 設コンクリートと縁切りして、ネールアンカーの抜き取りを容易にするためであ る。 ピン2は、釘状に形成し、その径を前記筒体11の大内径部に適合させるととも に、長さをその筒体11よりもやや長いものにし、頭部21の近傍を膨隆させてスト ッパー22を形成している。入り過ぎを防止することにより引き抜きを容易にする ためである。 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、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の他端を潰してナット5の離脱を阻止している。 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ある 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なる。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 drawings show embodiments of the invention. In the figure, 1 is a nail anchor that is inserted into a through hole a formed in the panel A and temporarily fixed, 2 is a pin that is driven into the nail anchor from the outside to expand the nail anchor, and 3 is a nail anchor. The concrete form clamp fastener main body which is detachably screwed to the 4 is a washer for flap material that is detachably fitted to the concrete form clamp fastener body, and 5 is the washer for flap material. A nut that is screwed onto the concrete formwork clamp body to tighten it. In the nail anchor 1, one half of the tubular body 11 in the material axis direction is the insertion portion 12 and the other half is the screw portion 13, and the tip end of the insertion portion is expanded by expanding the pin 2 into the tubular body. We are taking steps. The expanding means inserts several split grooves 14 in the axial direction of the material into the tip portion of the insertion portion, forms the inner diameter of the tip portion into a small diameter, and the pin 2 is driven into the small diameter portion 15. The inner diameter is pushed open and the outer circumference is expanded. Further, a nut 16 is screwed into the screw portion 13, the insertion portion 12 is inserted into a through hole a formed in the panel A, and the tip portion is widened by driving the pin 2. By tightening the nut 16, it is temporarily fixed to the panel A. With the nail anchor 1 thus attached, when the predetermined strength is exhibited in the concrete cast inside the panel A, the pin 2 is pulled out to reduce the expanded tip end portion, and the nail anchor 1 is pulled out to the outside. A rubber cap 6 is fitted to the expanding tip portion of the nail anchor 1. This is to facilitate the extraction of the nail anchor by cutting the edge with the poured concrete. The pin 2 is formed in a nail shape, and its diameter is adapted to the large inner diameter portion of the cylindrical body 11 and at the same time, the length thereof is made slightly longer than that of the cylindrical body 11 so that the vicinity of the head portion 21 is swollen. Forming the stopper 22. This is to prevent over-entry and facilitate withdrawal. The concrete form fastener main body 3 is provided with a female screw portion 32 at one end of a screw rod 31, and the female screw portion is detachably screwed to the screw portion 13 of the nail anchor 1. Further, the other end of the screw rod 31 is crushed to prevent the nut 5 from coming off. The panel A constitutes a driving form, and by being driven and integrated into the surface of the driving concrete while also functioning as a surface material, surface ground work and finishing work are omitted, and removal work is eliminated. However, it aims to reduce the amount of waste wood as much as possible, reduce the amount of industrial waste that is a problem of waste disposal, and reduce the use of timber, which is a problem of deforestation worldwide. Thus, panel A is an extruded cement board having ridges, dovetail grooves, etc., which are driven and joined to the inner surface, and the materials are hydraulic inorganic binder and inorganic or organic fibers and other materials. A mixture of aggregate and water is used, which is fed into an extruder and extruded at high pressure. It is needless to say that the material is not limited to this, and other materials and forming means may be used.

【0007】[0007]

【考案の効果】[Effect of the device]

本考案によれば、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内部に 外側からピン2を打ち込むことにより該ネールアンカーをパネルAに適宜に拡開 仮固定させるので、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、該コンクリート型枠締付具本体にばた材用座金4を嵌めてばた材B に当接させ、かつ、ナット5を螺合させてそのばた材用座金4を締め付け、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、これをばた材Bに当接 させるので、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及 びネールアンカー1もそれぞれ取り外すが、ネールアンカー1の取り外しには、 ピン2を引き抜いて、手前に引き抜けばよく、コンクリート型枠締付具本体3共 々極めて簡単に取り外すことができる。 According to the present invention, before pouring concrete, a proper through hole a is formed in the panel A, the nail anchor 1 is inserted into the through hole from the outside, and the pin 2 is driven into the inside of the nail anchor from the outside. By doing so, the nail anchor is appropriately expanded and temporarily fixed to the panel A, so that the nail anchor 1 can be extremely easily attached to the misaligned portion of the panel A from the outside, and the concrete anchor for the nail anchor 1 can be attached to the nail anchor 1. The main body 3 is connected, and the washer material washer 4 is fitted to the main body of the concrete form fastener so as to abut against the material B 1, and the nut 5 is screwed to attach the washer material 4 to the material. Since the panel A is pulled out by the reaction force by tightening it, the misaligned portion of the panel A that has entered the inside can be pulled out very easily and lightly, and this is brought into contact with the flap material B. , Ba To be able to align the timber B to the reference, high can precision yet extremely easy adjustment, it is possible to accurately eliminate the tongue and groove, Ru can be beautiful appearance. Furthermore, after the concrete strength of the cast concrete is developed to a predetermined level, the concrete form clamp tool body 3 and the nail anchor 1 are also removed. To remove the nail anchor 1, pull out the pin 2 and pull it out toward you. The concrete form fitting main body 3 can be removed very easily.

【図面の簡単な説明】[Brief description of 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 side view of a concrete form tightening tool for adjusting misalignment of a driving form according to an embodiment of the present invention, in which the concrete form is clamped.

【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 2 ピン 3 コンクリート型枠締付具本体 4 ばた材用座金 5 ナット 6 ゴムキャップ 11 筒体 12 挿入部 13 螺子部 14 割溝 15 小径部 16 ナット 21 頭部 22 ストッパー 31 螺子棒 32 雌螺子部 A panel a Through hole B Lateral 1 Nail anchor 2 Pins 3 Concrete formwork clamp body 4 Washer for flap material 5 Nut 6 Rubber cap 11 Cylindrical body 12 Insert part 13 Screw part 14 Split groove 15 Small diameter part 16 Nut 21 Head 22 Stopper 31 Screw rod 32 Female thread

───────────────────────────────────────────────────── 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 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Soichi Kitani 21-21 Ginza, Chuo-ku, Tokyo Stock company 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 Kobikiyama 21-1-1 Ginza 8-21, Ginza Chuo-ku, Tokyo Shareholder Takenaka Corporation Tokyo Main Store (72) Inventor Yutaka Nakamura Chuo-ku, Tokyo Ginza 8-21-1 Takenaka Corporation Tokyo Main Store (72) Inventor Kouji Ukina Ginza 8-21-1 Ginza Ltd. Chuo-ku, Tokyo Stock Corporation Takenaka Corporation Tokyo Main Store (72) Inventor Umekuni Chapter 2-5-14, Minamisuna, Koto-ku, Tokyo Stock company Takenaka Corporation Technical Research Institute (72) Inventor Nobuyoshi Kamasaki 3-6-2, Nihonbashi, Chuo-ku, Tokyo Asahi Kikai Co., Ltd. (72) inventor Toru Kadono Takanawa, Minato-ku, Tokyo chome No. 24 No. 44 Mitsubishi cement building materials within Co., Ltd. (72) inventor of Iwao Mori Sumida-ku, Tokyo pushed 2-chome No. 8 No. 2 Okabe Co., the company

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 パネルAに穿設した透孔aに挿入して内
部にピン2を打ち込むことにより拡開仮固定させるネー
ルアンカー1を設け、該ネールアンカーにコンクリート
型枠締付具本体3を着脱自在に連結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 for expanding and temporarily fixing by inserting a pin 2 into a through hole a formed in a panel A, and a concrete form fastener main body 3 is attached to the nail anchor. A concrete formwork clamp for adjusting the misalignment of the driving formwork, which is detachably connected.
JP11348491U 1991-12-26 1991-12-26 Concrete formwork fastener for misalignment adjustment of driving formwork Expired - Lifetime JP2566045Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11348491U JP2566045Y2 (en) 1991-12-26 1991-12-26 Concrete formwork fastener for misalignment adjustment of driving formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11348491U JP2566045Y2 (en) 1991-12-26 1991-12-26 Concrete formwork fastener for misalignment adjustment of driving formwork

Publications (2)

Publication Number Publication Date
JPH0554711U true JPH0554711U (en) 1993-07-23
JP2566045Y2 JP2566045Y2 (en) 1998-03-25

Family

ID=14613460

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11348491U Expired - Lifetime JP2566045Y2 (en) 1991-12-26 1991-12-26 Concrete formwork fastener for misalignment adjustment of driving formwork

Country Status (1)

Country Link
JP (1) JP2566045Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114232993A (en) * 2021-12-07 2022-03-25 中建八局南方建设有限公司 Multi-directional adjustable sleeve device for aluminum mould of steel reinforced concrete member and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114232993A (en) * 2021-12-07 2022-03-25 中建八局南方建设有限公司 Multi-directional adjustable sleeve device for aluminum mould of steel reinforced concrete member and construction method

Also Published As

Publication number Publication date
JP2566045Y2 (en) 1998-03-25

Similar Documents

Publication Publication Date Title
US4598519A (en) Composite concrete walls having tie and form spacer
US9169635B2 (en) Apparatus to tie forms to existing structures
EP2474685A2 (en) System, tool and methods for fixing insulation boards provided with pre-mounted fixing elements onto a building
US3464667A (en) Concrete wall form panel attachment for the production of a decorative wall surface effect
JPH0554711U (en) Concrete formwork clamp for adjusting misalignment of driving formwork
DE3339125C2 (en)
KR20190019654A (en) Concrete form fixing unit connected to form tie
US4052032A (en) Exterior form spreader system for threaded end concrete ties
CN212866822U (en) Tool type wall connecting piece
JPH0557132U (en) Concrete formwork clamp for adjusting misalignment of driving formwork
CN203583871U (en) Novel high-performance column hoop
US2365563A (en) Form tie assembly for concrete
US3186677A (en) Wall form for concrete construction
CN202416574U (en) Embedded interconnection type lacing bar component with external protrusive inside screwed hole
CN204590609U (en) A kind of lock pin
CN201486143U (en) Multifunctional wall column formwork plastic top bracing device
CN218508737U (en) Assembled shear force wall connection fixed knot constructs
CN219261360U (en) Reliable pre-buried device of anterior segment fixed anti-grouting
CN219973918U (en) Butt wire drawing bar sleeve assembly
CN213234290U (en) Water stop screw capable of being recycled
JP4125436B2 (en) Floor laying construction method using pile-stop type level adjustment floor post
JPH0413282Y2 (en)
CN214994739U (en) Concrete member connection structure
JPS5841235Y2 (en) Anger bolt support device
CN204590612U (en) A kind of lock ring

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term