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JP5292580B2 - Rust-proofing separator for concrete formwork and manufacturing method thereof - Google Patents
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JP5292580B2 - Rust-proofing separator for concrete formwork and manufacturing method thereof - Google Patents

Rust-proofing separator for concrete formwork and manufacturing method thereof Download PDF

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JP5292580B2
JP5292580B2 JP2008071854A JP2008071854A JP5292580B2 JP 5292580 B2 JP5292580 B2 JP 5292580B2 JP 2008071854 A JP2008071854 A JP 2008071854A JP 2008071854 A JP2008071854 A JP 2008071854A JP 5292580 B2 JP5292580 B2 JP 5292580B2
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separator
rust
concrete
proofing
covering material
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JP2009228234A (en
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隆 斎藤
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齊藤 ▲隆▼
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Abstract

<P>PROBLEM TO BE SOLVED: To inexpensively realize a rustproof specification of a separator including contents of simple work. <P>SOLUTION: A heat-shrinkable tubular covering material 32 with an inside diameter larger than a diameter of the separator is put on a portion away at least by a dimension equivalent to the covering depth of an internal reinforcement from both ends, except a screw portion 31, of the separator 3A for a concrete form, and heated to bring into close contact with each other. <P>COPYRIGHT: (C)2010,JPO&amp;INPIT

Description

本発明は、コンクリートの壁体等を構築する際に、型枠を固定して間隔を保持する鋼製セパレータの内の防錆仕様のもの、およびその製造方法に関する。   TECHNICAL FIELD The present invention relates to a rust-proof specification of a steel separator that holds a gap by fixing a mold when constructing a concrete wall or the like, and a manufacturing method thereof.

コンクリートで壁体等を構築する際、鋼製のセパレータで両側の型枠を固定して壁厚に相当する所定間隔に保持することが一般に行われている。セパレータは両端にねじを加工した鋼棒である。構築中の壁体Wの断面の一例を図4に示す。3はセパレータ、4はセパレータの両端にねじ込まれる「こばん」と呼ばれる連結金具で、41はその板状部、42はこれにねじ結合されるコーン、5は板状部41と型枠とを重ねて挿通されるクリップ、6は型枠である。   When constructing a wall or the like with concrete, it is a common practice to hold the molds on both sides with a steel separator and hold them at a predetermined interval corresponding to the wall thickness. The separator is a steel rod with screws at both ends. An example of the cross section of the wall W under construction is shown in FIG. 3 is a separator, 4 is a coupling fitting called “koban” that is screwed into both ends of the separator, 41 is a plate-like portion thereof, 42 is a cone screwed to the plate-like portion, and 5 is a laminate of the plate-like portion 41 and the formwork. The clip 6 inserted through is a formwork.

図5は連結金具4を分解して示す説明図、図6は同じく組み立て状態の斜視図である。板状部41の中央にはクリップが挿通される孔があり、一端には内外にねじが設けられ、内側のねじはセパレータ端部のねじがねじ込まれ、外側のねじはコーン42がねじ込まれる。
コンクリートの硬化後、クリップ5を抜いて型枠6を取り外し、連結金具4を取り除くが、このときの状態である壁体の断面図の図7に示すように、壁体Wの表面にはコーン孔Hが残り、しかもコーン孔Hの中にはセパレータ両端のねじ部が突出している。
FIG. 5 is an explanatory view showing the connection fitting 4 in an exploded state, and FIG. 6 is a perspective view of the assembled state. There is a hole through which the clip is inserted in the center of the plate-like portion 41, one end is provided with a screw inside and outside, the inside screw is screwed into the separator end, and the outside screw is screwed into the cone 42.
After the concrete is hardened, the clip 5 is pulled out, the form 6 is removed, and the connecting metal fitting 4 is removed. As shown in FIG. 7 of the cross-sectional view of the wall in this state, the surface of the wall W is a cone. The hole H remains, and the threaded portions at both ends of the separator protrude into the cone hole H.

このままでは外観が悪いばかりでなく、ねじ部によって幼児が怪我をしたり、ねじ部に発生するさびによって壁体Wの表面が汚れたりするので、従来、コーン孔H内に手作業でモルタルを充填することが行われていた。しかしこの作業は時間がかかる上に丁寧に行わないとかえって外観が見苦しいものになり、また充填が不完全で空隙が残っているとモルタルが脱落したり、内部に水が侵入してねじ部にさびを発生させ、さび汁が洩れ出して壁面を汚すなどの問題があった。   In this state, the appearance is not only bad, but the infant is injured by the screw part, and the surface of the wall W is soiled by the rust generated in the screw part. Conventionally, the cone hole H is manually filled with mortar. It was done. However, this work takes time and is not done carefully, and the appearance becomes unsightly.If the filling is incomplete and there are gaps, the mortar may fall off or water may enter the screw parts. There was a problem that rust was generated, and the rust juice leaked out and soiled the walls.

特許文献1には、このようなコーン孔Hに対処する穴埋め部材である処理栓が記載されている。これを図8に示す。コーン孔Hのコーン部を埋める本体部11と、この本体部11により一端がふさがれ、他端がセパレータのねじ部にかぶせられて固定される収納部12とからなる。
この処理栓1は一体成形された樹脂製で、指でコーン孔Hに押し込み、ハンマで軽く打ち込むことによって収納部12がセパレータのねじに食い込んでコーン孔Hの底部に密着すると同時に本体部の外周が弾性変形してコーン孔Hに密着し、孔の部分が壁面よりやや引っ込んだ「面落ち」状態で固定されるが、単にこれを取り付けただけでは止水性も完全とはいえないので、取り付ける際には収納部12内にシリコン系等のシーリング材を充填してから行うなどの工夫が必要である。
Patent Document 1 describes a processing plug that is a hole-filling member that deals with such a cone hole H. This is shown in FIG. The main body 11 includes a main body 11 that fills the cone of the cone hole H, and a storage 12 that is covered with the main body 11 at one end and covered with the threaded portion of the separator.
This treatment plug 1 is made of an integrally molded resin, and is pushed into the cone hole H with a finger and lightly hammered with a hammer, so that the storage portion 12 bites into the screw of the separator and adheres to the bottom of the cone hole H at the same time. Will be elastically deformed and tightly attached to the cone hole H, and the hole part will be fixed in a “surface drop” state where it is slightly retracted from the wall surface. In some cases, it is necessary to devise after filling the storage portion 12 with a sealing material such as silicon.

また塩害が懸念される海岸等の場所ではコーンの長い「ロングPコーン」を使用する場合もあるが、これは通常の連結金具4に比較して高価である。またロングPコーンは直径、長さともに通常のものより大きいので、壁体に生じる凹面が大きくなり、強度上不利であるという問題もある。
さらに、コーン孔Hの周囲には空隙が残りやすく、また亀裂も発生しやすい。こうした空隙や亀裂によって突出しているセパレータ3のねじ部よりも奥のコンクリートに水分が到達してしまうと、セパレータを伝わってさらにコンクリートの内部に浸透し、内部鉄筋にさびが発生するおそれもある。セパレータの材料をさびの発生しないステンレス鋼とすることも考えられるが、価格の点で現実的でない。
Further, a “long P corn” having a long corn may be used in places such as a coast where there is a concern about salt damage, but this is more expensive than the ordinary connecting metal fitting 4. Further, since the long P cone is larger in both diameter and length than usual, there is a problem that the concave surface generated in the wall body becomes large, which is disadvantageous in strength.
Furthermore, voids are likely to remain around the cone hole H, and cracks are also likely to occur. If moisture reaches concrete behind the threaded portion of the separator 3 protruding due to such voids or cracks, the moisture may travel through the separator and further penetrate into the concrete, and rust may be generated in the internal rebar. Although it is conceivable that the separator material is stainless steel that does not generate rust, it is not practical in terms of price.

一方、特許文献2には、両端から少なくとも鉄筋の存在する位置付近までのセパレータの表面を粉体塗装により被覆して、セパレータを防錆仕様とすることが記載されている。これにより前記の内部鉄筋のさびの問題は解消するが、粉体塗装は一般に流動浸漬法によって行われるので、セパレータを片側ずつ2回、200℃程度に加熱しなければならず、かつ、この加工を行う工場までセパレータを輸送しなければならないから、かなりのコスト高となってしまう。これ以外の静電塗装や重塗装の場合についても同様である。
特開2005−139719号公報 登録実用新案第3128670号公報
On the other hand, Patent Document 2 describes that the surface of the separator from both ends to at least the vicinity of the position where the reinforcing bar exists is coated with powder coating to make the separator rust-proof. This eliminates the above-mentioned rust problem of the internal rebar, but since powder coating is generally performed by the fluidized dipping method, the separator must be heated to about 200 ° C twice on each side. Since the separator has to be transported to the factory that performs the process, the cost is considerably increased. The same applies to other cases of electrostatic coating and heavy coating.
JP 2005-139719 A Registered Utility Model No. 31286670

本発明は、上記の問題点を解消し、簡単な作業で、かつ低コストでセパレータの防錆仕様を実現すること目的とする。   An object of the present invention is to solve the above-mentioned problems, and to realize a rust-proof specification of a separator with simple work and low cost.

本発明のコンクリート型枠用防錆仕様セパレータは、コンクリート型枠用セパレータのねじ部および平行部を除く両側端部から少なくとも内部鉄筋のかぶり厚さとされる寸法までの部分に、前記セパレータの直径よりも大きい内径を有する熱収縮性でチューブ状の被覆材を密着させたことを特徴とするものであって、望ましくは前記被覆材がポリオレフィン樹脂である前記のコンクリート型枠用防錆仕様セパレータである。 The rust-proof specification separator for concrete molds of the present invention has a diameter from the separator to the part from both side ends excluding the threaded part and the parallel part of the concrete mold separators to the dimension that is at least the cover thickness of the internal rebar. The heat-shrinkable tube-shaped coating material having a large inner diameter is also in close contact with each other, and preferably the rust-proofing separator for concrete molds, wherein the coating material is a polyolefin resin. .

また、本発明のコンクリート型枠用防錆仕様セパレータの製造方法は、コンクリート型枠用セパレータのねじ部および平行部を除く両側端部から少なくとも内部鉄筋のかぶり厚さとされる寸法までの部分に、前記セパレータの直径よりも大きい内径を有する熱収縮性でチューブ状の被覆材を嵌装し、この被覆材を加熱して収縮させ、前記セパレータの表面に密着させることを特徴とするものであって、望ましくは前記被覆材がポリオレフィン樹脂である前記のコンクリート型枠用防錆仕様セパレータの製造方法である。 Further, the method for producing a rust-proof specification separator for a concrete mold of the present invention is a part from the both end parts excluding the threaded part and the parallel part of the concrete mold separator to at least the dimension of the cover thickness of the internal rebar, A heat-shrinkable tube-shaped coating material having an inner diameter larger than the diameter of the separator is fitted, and the coating material is heated and contracted to adhere to the surface of the separator. Preferably, the method is for producing a rust-proof separator for concrete molds, wherein the coating material is a polyolefin resin.

本発明によれば、簡単な作業内容で、かつ低コストでセパレータの防錆仕様を実現し、湾岸地区等の壁体の美観と性能を向上させるという、すぐれた効果を奏する。   According to the present invention, it is possible to achieve the excellent effect of realizing the rust-proof specification of the separator with a simple work content and at a low cost, and improving the aesthetics and performance of the wall body in the Gulf area or the like.

本発明の実施例を図面により説明する。
図1は実施例の防錆仕様セパレータ3Aを示す斜視図で、左右対称なので片側は省略してある。31は両端のねじ部、32は被覆材、33は中央の平行部である。平行部33は、コンクリートを食い込ませることによって、解体の際等に共回りを防止する機能を有する。
Embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a perspective view showing a rust preventive specification separator 3A according to the embodiment. 31 is a threaded portion at both ends, 32 is a covering material, and 33 is a central parallel portion. The parallel portion 33 has a function of preventing co-rotation during demolition or the like by causing the concrete to penetrate.

被覆材32は、セパレータの直径よりも大きい内径を有する熱収縮性でチューブ状の被覆材をセパレータにかぶせ、加熱してセパレータに密着させたものである。被覆材の長さをLとする。
このような熱収縮性のチューブは、三次元網目構造を形成させた樹脂を熱処理して得られる一種の形状記憶樹脂で、電子部品や配線の端末や接続部の絶縁被覆用などに広く使用されている。例えばポリオレフィン樹脂製のさまざまな寸法のものなどが市販されており、容易に入手できる。チューブの厚みは、防錆機能さえ発揮できれば特に限定しないが、壁体工事のコンクリート打設の際に破損しない程度であればよい。
The covering material 32 is a heat-shrinkable, tube-shaped covering material having an inner diameter larger than the diameter of the separator, which is covered with the separator and heated to be in close contact with the separator. Let L be the length of the covering material.
Such a heat-shrinkable tube is a kind of shape memory resin obtained by heat-treating a resin with a three-dimensional network structure, and is widely used for insulation coating of terminals and connecting parts of electronic parts and wiring. ing. For example, polyolefin resins having various sizes are commercially available and can be easily obtained. The thickness of the tube is not particularly limited as long as it can exhibit a rust prevention function, but it is sufficient that the tube is not damaged when the concrete is placed in wall construction.

図2は被覆材32の長さLを説明するための壁体の部分断面図で、Sは内部鉄筋、Vはかぶり厚さと呼ばれる表面からの内部鉄筋Sまでの距離、Cはコンクリートに発生した亀裂である。
かぶり厚さVは建築基準法施行令によって、例えば屋外の耐久壁であれば50あるいは60mm以上と定められている。コーン孔の近傍に発生した亀裂Cがセパレータ3Aの表面まで到達しても、それ以上奥に進行しないためには、被覆材32の長さLは、コーン孔の底から、少なくともこのかぶり厚さに相当する長さが必要である。
FIG. 2 is a partial cross-sectional view of the wall for explaining the length L of the covering material 32. S is an internal reinforcing bar, V is a distance from the surface called the cover thickness to the internal reinforcing bar S, and C is generated in concrete. It is a crack.
The cover thickness V is determined by the Building Standard Law Enforcement Order as 50 or 60 mm or more for an outdoor durable wall, for example. Even if the crack C generated in the vicinity of the cone hole reaches the surface of the separator 3A, the length L of the covering material 32 is at least the thickness of the cover from the bottom of the cone hole. The length corresponding to is required.

図3は本発明のセパレータにおいて被覆材を加熱して収縮させ、セパレータの表面に密着させる手順を説明する説明図である。これは一例であるが、まず(a)のようにセパレータ3の一端に前記連結金具のコーン42を取り付けて台の上に垂直に立てる。コーン42の代わりに孔をあけた台等を使用してもよい。つぎに(b)に示すように、セパレータ3に、セパレータの直径よりも大きい内径を有する熱収縮性のチューブ32を嵌装する(かぶせる)。続いて(c)に示すようにドライヤDにより、チューブ32に向けて熱風を噴射して収縮させ、セパレータに密着させる。チューブがポリオレフィン樹脂の場合、熱風は105℃程度で十分であるから、一般の家庭用などのドライヤが使用できる。この作業を1本のセパレータ毎に両側について合計2回行えばよい。   FIG. 3 is an explanatory view for explaining the procedure for heating and shrinking the coating material in the separator of the present invention so as to adhere to the surface of the separator. This is an example, but first, as shown in (a), the connecting metal cone 42 is attached to one end of the separator 3 and vertically placed on a table. Instead of the cone 42, a table with holes may be used. Next, as shown in (b), the heat shrinkable tube 32 having an inner diameter larger than the diameter of the separator is fitted (covered) on the separator 3. Subsequently, as shown in (c), by the dryer D, hot air is sprayed and contracted toward the tube 32 to be brought into close contact with the separator. When the tube is a polyolefin resin, hot air of about 105 ° C. is sufficient, so that a general household dryer can be used. This operation may be performed twice on both sides for each separator.

この他、チューブ32を嵌装したセパレータ3を高温の加熱室内に挿入して収縮させてもよい。チェーンコンベヤ等で連続的に処理したり、パレットに載せ、一定時間加熱して取り出すなど、収縮処理を自動化する場合はこの方が有利である。
このような作業内容であれば、特殊な加工業者に持ち込む必要はなく、鋼棒を切断、ねじ加工するセパレータ製造業者において容易に実施できるから、材料の運搬工程も増加せず、少ないコストでセパレータを防錆仕様とすることができる。
In addition, the separator 3 fitted with the tube 32 may be inserted into a high-temperature heating chamber and contracted. This is advantageous when the shrinking process is automated, such as by continuously processing with a chain conveyor or the like, or placing it on a pallet and heating it for a certain time.
With such work contents, there is no need to bring it into a special processor, and it can be easily carried out by a separator manufacturer that cuts and screws steel bars, so the material transportation process does not increase and the separator can be manufactured at low cost. Can be made rust-proof.

実施例の防錆仕様セパレータを示す斜視図である。It is a perspective view which shows the antirust specification separator of an Example. 実施例における被覆材の長さを説明するための壁体の部分断面図である。It is a fragmentary sectional view of the wall for demonstrating the length of the coating | covering material in an Example. 本発明における被覆材を密着させる手順を説明する説明図である。It is explanatory drawing explaining the procedure which adhere | attaches the coating | covering material in this invention. 本発明に係わる壁体の一例を示す断面図である。It is sectional drawing which shows an example of the wall body concerning this invention. 本発明に係わる連結金具を分解して示す説明図である。It is explanatory drawing which decomposes | disassembles and shows the connection metal fitting concerning this invention. 本発明に係わる連結金具の組み立て状態の斜視図である。It is a perspective view of the assembly state of the connection metal fitting concerning this invention. 本発明に係わるコーン孔を示す壁体の断面図である。It is sectional drawing of the wall which shows the cone hole concerning this invention. 従来公知のコーン孔の処理栓を示す斜視図である。It is a perspective view which shows the processing plug of a conventionally well-known cone hole.

符号の説明Explanation of symbols

1 処理栓
3、3A セパレータ
4 連結金具
5 クリップ
6 型枠
11 (処理栓の)本体部
12 (処理栓の)収納部
31 (セパレータの)ねじ部
32 (セパレータの)被覆材
33 (セパレータの)平行部
41 (連結金具の)板状部
42 (連結金具の)コーン
C 亀裂
D ドライヤ
H コーン孔
L 被覆材の長さ
S 内部鉄筋
V かぶり厚さ
W 壁体
DESCRIPTION OF SYMBOLS 1 Processing plug 3, 3A Separator 4 Connecting metal fitting 5 Clip 6 Form 11 (Processing plug) Main body part 12 (Processing plug) Storage part 31 (Separator) Screw part 32 (Separator) Covering material 33 (Separator) Parallel portion 41 (connecting bracket) plate-like portion 42 (connecting bracket) cone C crack D dryer H cone hole L length of covering material S internal rebar V cover thickness W wall

Claims (4)

コンクリート型枠用セパレータ(3A)のねじ部(31)および平行部(33)を除く両側端部から少なくとも内部鉄筋のかぶり厚さとされる寸法までの部分に、前記セパレータの直径よりも大きい内径を有する熱収縮性でチューブ状の被覆材(32)を密着させたことを特徴とするコンクリート型枠用防錆仕様セパレータ。 An inner diameter larger than the diameter of the separator is provided in a portion from both end portions excluding the threaded portion (31) and the parallel portion (33) of the concrete mold separator (3A) to the dimension of at least the cover thickness of the internal reinforcing bar. A heat-shrinkable and tube-shaped coating material (32) having a close contact with the rust-proofing separator for concrete formwork. 前記被覆材(32)がポリオレフィン樹脂である請求項1に記載のコンクリート型枠用防錆仕様セパレータ。   The rust preventive separator for concrete molds according to claim 1, wherein the covering material (32) is a polyolefin resin. コンクリート型枠用セパレータのねじ部および平行部を除く両側端部から少なくとも内部鉄筋のかぶり厚さとされる寸法までの部分に、前記セパレータの直径よりも大きい内径を有する熱収縮性でチューブ状の被覆材を嵌装し、この被覆材を加熱して収縮させ、前記セパレータの表面に密着させることを特徴とするコンクリート型枠用防錆仕様セパレータの製造方法。 A heat-shrinkable, tube-shaped coating having an inner diameter larger than the diameter of the separator on the part from both end portions excluding the threaded portion and the parallel portion of the concrete mold separator to at least the dimension of the cover thickness of the internal rebar A method for producing a rust-proof specification separator for concrete molds, characterized in that a material is fitted, the coating material is heated to shrink, and is adhered to the surface of the separator. 前記被覆材がポリオレフィン樹脂である請求項3に記載のコンクリート型枠用防錆仕様セパレータの製造方法。   The method for producing a rust-proofing separator for concrete molds according to claim 3, wherein the covering material is a polyolefin resin.
JP2008071854A 2008-03-19 2008-03-19 Rust-proofing separator for concrete formwork and manufacturing method thereof Expired - Fee Related JP5292580B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20180001037U (en) * 2016-10-06 2018-04-16 우재진 Fixing member of concrete form

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JPS5549210A (en) * 1978-10-02 1980-04-09 Arao Kk Concrete flask clamping device
JP3106099U (en) * 2004-06-22 2004-12-16 株式会社カナイ Anchor bolt
JP4875358B2 (en) * 2005-12-20 2012-02-15 岡部株式会社 Metal base for concrete formwork
JP3128670U (en) * 2006-11-02 2007-01-18 齊藤 ▲隆▼ Steel separator for concrete formwork

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20180001037U (en) * 2016-10-06 2018-04-16 우재진 Fixing member of concrete form

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