JP2006241780A - Sleeve forming member and sleeve forming method for concrete form - Google Patents

Sleeve forming member and sleeve forming method for concrete form Download PDF

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JP2006241780A
JP2006241780A JP2005057264A JP2005057264A JP2006241780A JP 2006241780 A JP2006241780 A JP 2006241780A JP 2005057264 A JP2005057264 A JP 2005057264A JP 2005057264 A JP2005057264 A JP 2005057264A JP 2006241780 A JP2006241780 A JP 2006241780A
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sleeve
sleeve plate
plate
guide groove
concrete
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JP4206389B2 (en
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Toshiyuki Nasada
俊幸 名定
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an improved novel sleeve forming member for a concrete form. <P>SOLUTION: The sleeve forming member for the concrete form has a sleeve plate 3 bendable in one direction to form a cylindrical sleeve, and a holder for holding the sleeve plate 3 in cylindrical shape at both ends. The holder A has a first member 1 cut out at a part of annular shape and provided with a guide groove 1B at the cutout end to be able to insert or remove the sleeve plate, and a second member 2 of annular shape arranged at the outer periphery of the first member 1 to hold the sleeve plate 3 in cylindrical shape between itself and the first member 1. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、コンクリート建造物の梁や壁の部分に、貫通孔を形成するために用いるコンクリート型枠用スリーブ形成部材およびスリーブ形成方法に関する。   The present invention relates to a concrete formwork sleeve forming member and a sleeve forming method used for forming a through hole in a beam or wall portion of a concrete building.

コンクリート建造物を施工する際に、その梁や壁に、電気配線、水道管、ガス管あるいは空調設備用の配管等を挿通する貫通孔を形成する場合、従来、ワックス等を含浸させた耐水性を有する紙製のスリーブ(業界で「ボイドスリーブ」とも呼ばれる)を必要な長さに切断して型枠の前記梁や壁になる部分に予め配置して、コンクリート打設後にそのスリーブの部分が貫通孔となるようにする工法が広くおこなわれている。   When constructing concrete buildings, when forming through holes through which electrical wiring, water pipes, gas pipes or pipes for air conditioning equipment are formed in the beams and walls, water resistance that has been impregnated with wax, etc. A paper sleeve (also called “void sleeve” in the industry) is cut to the required length and placed in advance on the part of the formwork that will become the beam or wall. A method of making a through hole is widely used.

しかしながら、従来の紙製のスリーブを型枠内に固定するためには、配筋等が複雑に入り組んだ中で、ハンマーを用いて両端部を型枠の内壁に釘等で固定しなければならず、非常に作業性の悪い且つ「やりにくい」作業となっていた。また、前記紙製のスリーブは、コンクリートが固化すると、取り外さなければならず、固化後にさらなる事後作業が必要となる。さらには、スリーブが型枠の寸法にきっちり合わせることが難しいことから、かかる場合には、これらの間にできる隙間をテープ等で塞いでおく必要があった。   However, in order to fix the conventional paper sleeve in the formwork, it is necessary to fix both ends to the inner wall of the formwork with nails etc. using a hammer while the bar arrangement is complicated. Therefore, the work was very poor and work was difficult. Further, the paper sleeve must be removed when the concrete is solidified, and further post-operation work is required after solidification. Furthermore, since it is difficult to fit the sleeve exactly to the dimensions of the formwork, in such a case, it was necessary to close the gap formed between them with tape or the like.

本発明者は、このような状況に鑑みて、一方向に屈曲自在なスリーブ板と、このスリーブ板を両端で保持するスリーブ支持環を具備した、新たな形態のスリーブ形成部材等を提供した(特許文献1)。このスリーブ形成部材は、前記スリーブが有する種々の技術的課題を解決する点で画期的なものであった。
特許第3614809号公報。
In view of such a situation, the present inventor has provided a sleeve forming member and the like of a new form including a sleeve plate that can be bent in one direction and a sleeve support ring that holds the sleeve plate at both ends ( Patent Document 1). This sleeve forming member is epoch-making in that it solves various technical problems of the sleeve.
Japanese Patent No. 3614809.

しかしながら、前記スリーブ形成部材の場合、以下のような技術的課題があった。つまり、複数の鉄筋等が複雑に配設された型枠内において、スリーブ板を保持したスリーブ支持環を、型枠板材に固定するのが甚だ厄介な作業となり、また、固定されたスリーブ支持環内の狭いガイド溝内にスリーブ板を挿入するのが甚だ厄介な作業となる場合がある。また、構造が複雑になるため、製造原価が高くなってしまう。   However, the sleeve forming member has the following technical problems. In other words, fixing the sleeve support ring holding the sleeve plate to the form plate material in a mold in which a plurality of rebars are arranged in a complicated manner is a troublesome task, and the fixed sleeve support ring Inserting the sleeve plate into the narrow guide groove inside can be a daunting task. In addition, since the structure is complicated, the manufacturing cost is increased.

本発明は、このような状況に鑑みて行われたもので、前記技術的課題がさらに改良された新規なコンクリート型枠用スリーブ形成部材およびこのコンクリート型枠用スリーブ形成部材を使用したスリーブ形成方法を提供することを目的とする。   The present invention has been made in view of such circumstances, and a novel sleeve forming member for concrete formwork in which the technical problem is further improved, and a sleeve forming method using the concrete formwork sleeve forming member. The purpose is to provide.

前記本発明の目的は、以下の構成からなるコンクリート型枠用スリーブ形成部材およびスリーブ形成方法によって解決することができる。   The object of the present invention can be solved by a concrete form sleeve forming member and a sleeve forming method having the following configuration.

本第1の発明にかかるコンクリート型枠用スリーブ形成部材は、一方向に屈曲自在で円筒状のスリーブを形成することが可能なスリーブ板と、該スリーブ板を両端で円筒状に保持する保持具とを有するコンクリート型枠用スリーブ形成部材であって、
前記保持具が、環状の一部が切り欠かれ該切り欠かれた端部に前記スリーブ板を挿入あるいは取り外し可能なガイド溝を備えた第1の部材と、この第1の部材とは別体になり該第1の部材の外方に配置され、この第1の部材との間で前記スリーブ板を円筒状に保持する環状になった第2の部材とを有することを特徴とする。
A concrete formwork sleeve forming member according to the first invention includes a sleeve plate that can be bent in one direction and can form a cylindrical sleeve, and a holder that holds the sleeve plate in a cylindrical shape at both ends. A concrete formwork sleeve forming member having
The holder has a first member provided with a guide groove in which an annular part is cut out and the sleeve plate can be inserted into or removed from the cut-out end, and the first member is separate from the first member. And is arranged outside the first member, and has an annular second member that holds the sleeve plate in a cylindrical shape between the first member and the first member.

本第2の発明にかかるスリーブ形成方法は、環状の一部が切り欠かれ該切り欠かれた端部に前記スリーブ板を挿入あるいは取り外し可能なガイド溝を備えた第1の部材を、型枠の対面している内壁面に対向した状態で、一対固定し、
しかる後、前記第1の部材とは別体で第1の部材の環状より大きい径を有して環状になった第2の部材を該第1の部材の外周方へ配置するとともに、一方向に屈曲自在なスリーブ板を前記第1の部材の環状の径よりも小さい径からなる円筒状に屈曲し、
該円筒状に屈曲した前記スリーブ板を、型枠に固定されている前記第1の部材の環状の内方に位置せしめて、該スリーブ板の一端を該第1の部材の前記ガイド溝から第1の部材と第2の部材との間に、該スリーブ板の他端が該第1の部材と第2の部材との間に既に挿入されている一端に重なる位置するまで、挿入することによって、
前記第1の部材と第2の部材との間にスリーブ板を円筒状に形成・保持することを特徴とする。
In the sleeve forming method according to the second aspect of the present invention, the first member having a guide groove in which a part of the annular shape is cut out and the sleeve plate can be inserted into or removed from the cut-out end portion is formed on the formwork. While facing the inner wall facing each other, a pair is fixed,
After that, the second member which is separated from the first member and has a larger diameter than the first member and is formed in an annular shape is arranged on the outer periphery of the first member, and is unidirectional. Bending the sleeve plate that is freely bent into a cylindrical shape having a diameter smaller than the annular diameter of the first member,
The sleeve plate bent in the cylindrical shape is positioned inside the annular inner side of the first member fixed to the mold, and one end of the sleeve plate is inserted from the guide groove of the first member. By inserting between the one member and the second member until the other end of the sleeve plate overlaps with one end already inserted between the first member and the second member. ,
A sleeve plate is formed and held in a cylindrical shape between the first member and the second member.

前述のような構成からなる本第1の発明にかかるコンクリート型枠用スリーブ形成部材によれば、スリーブ板を、第1の部材に形成されたガイド溝から、該第1の部材とその外周方に配設した第2の部材の間に、該スリーブ板の両端が重なる状態になるまで挿入して、該第1の部材と第2の部材との間で円筒状にするだけでよく、この際、第1の部材に対して第2の部材に固定されていないため、スリーブ板を挿入する当初において第1の部材と第2の部材との間に大きな隙間を形成することができ、無理なく且つ容易に、該スリーブ板をこれら第1の部材と第2の部材との間に挿入することができる。また、保持具が第1の部材とこれと別部材になった第2の部材によって構成され、また、第1の部材および第2の部材が、単に薄鋼板を帯状に切断したものを加工(プレス加工あるいは板金加工)することによって簡単に製造することができるため、安価に製造することができる。   According to the concrete formwork sleeve forming member according to the first invention having the above-described configuration, the sleeve plate is separated from the guide groove formed in the first member, and the first member and the outer periphery thereof. It is only necessary to insert the sleeve plate between the second members arranged in the cylinder until the both ends of the sleeve plate are overlapped to form a cylindrical shape between the first member and the second member. However, since the first member is not fixed to the second member, a large gap can be formed between the first member and the second member at the beginning of inserting the sleeve plate. The sleeve plate can be inserted between the first member and the second member without and easily. Moreover, the holder is constituted by a first member and a second member which is a separate member, and the first member and the second member are simply processed by cutting a thin steel plate into a strip shape ( Since it can be easily manufactured by pressing or sheet metal processing, it can be manufactured at low cost.

また、前述のような構成からなる本第2の発明にかかるコンクリート型枠用スリーブ形成方法によれば、鉄筋等が複雑に配置されている型枠内において、スリーブ板を円筒状に形成しその状態を保持することができる。   Further, according to the concrete formwork sleeve forming method according to the second invention having the above-described configuration, the sleeve plate is formed in a cylindrical shape in the formwork in which the reinforcing bars are arranged in a complicated manner. The state can be maintained.

また、前記本第1の発明にかかるコンクリート型枠用スリーブ形成部材において、前記ガイド溝部分に、該ガイド溝を経て第1の部材と第2の部材との間に前記スリーブをガイドするべく先端が内方へ向けて湾曲したガイド片が設けられていると、より容易にガイド板を、該第1の部材の内周方からこの第1の部材に形成されたガイド溝に導いて、これら第1の部材と第2の部材との間に挿入することができる。   Further, in the concrete formwork sleeve forming member according to the first aspect of the present invention, a tip is formed in the guide groove portion to guide the sleeve between the first member and the second member through the guide groove. If the guide piece curved inward is provided, the guide plate is more easily guided from the inner periphery of the first member to the guide groove formed in the first member. It can be inserted between the first member and the second member.

また、前記本第1の発明にかかるコンクリート型枠用スリーブ形成部材において、前記第1の部材に、型枠に固定するための固定部が形成されていると好ましい構成となる。   In the concrete formwork sleeve forming member according to the first aspect of the present invention, it is preferable that the first member is formed with a fixing portion for fixing to the formwork.

以下、本願発明の実施例にかかるコンクリート型枠用スリーブ形成部材および該スリーブ形成部材を使用したコンクリート型枠用スリーブ形成方法を、図面を参照しながら具体的に説明する。   Hereinafter, a concrete formwork sleeve forming member according to an embodiment of the present invention and a concrete formwork sleeve forming method using the sleeve forming member will be described in detail with reference to the drawings.

図1は本第1の発明の一実施例にかかるコンクリート型枠用スリーブ形成部材の全体の構成を示す斜視図、図2は図1に示す保持具を構成する第1の部材と第2の部材との構成を示す斜視図である。   FIG. 1 is a perspective view showing the overall configuration of a concrete form sleeve forming member according to an embodiment of the first invention, and FIG. 2 is a diagram showing a first member and a second member constituting the holder shown in FIG. It is a perspective view which shows the structure with a member.

図1あるいは図2において、1はコンクリート型枠用スリーブ形成部材の保持具Aの一つを構成する第1の部材、2は同じく保持具Aの他の一つを構成する第2の部材、3は一方向に屈曲自在でコンクリート型枠に配置された状態において前記第1の部材1および第2の部材2と相まって円筒状のスリーブを形成するスリーブ板(図1参照)である。   In FIG. 1 or FIG. 2, 1 is a first member that constitutes one of the holders A of the concrete form sleeve forming member, 2 is a second member that also constitutes the other one of the holders A, Reference numeral 3 denotes a sleeve plate (see FIG. 1) that forms a cylindrical sleeve in combination with the first member 1 and the second member 2 in a state where it can be bent in one direction and is arranged in a concrete formwork.

前記第1の部材1は、取着しようとする内面に当接するところの、環状の途中が切り欠かれた形態の鍔部(固定部)1Aと、この鍔部1Aの内周端から該鍔部1Aに対して略90度の角度をもって立設されスリーブ板3を内方から保持するところの、環状の途中が切り欠かれた形態の支持部1Bとを備えている。前記支持部1Bの切り欠かれた部分には、前記スリーブ板を挿通するためのガイド溝1Cが形成されている。また、このガイド溝1Cの一方の壁を形成する前記支持部1Bが、内方へ向けて湾曲されることによって、前記スリーブ板3の挿入に際してガイドするガイド片1Dが形成されている。このガイド片1Dが形成されている部分では、支持部1Bと前記鍔部1Aとの間にスリット1dが形成され、当該ガイド片1Dを前記内方へ屈曲形成することができるよう構成されている。
そして、前記構成を有する第1の部材1は、前記鍔部1Aの幅と支持部1Bの高さを合わせた寸法を有する帯板を、リング状の溝と鍔部1Aを形成するフラット部を有する金型を用いて、簡単にプレス成形することができる。
The first member 1 is in contact with the inner surface to be attached, and has a collar portion (fixed portion) 1A in the form of a cutout in the middle of the ring, and the collar from the inner peripheral end of the collar portion 1A. A support portion 1B is provided that is erected at an angle of about 90 degrees with respect to the portion 1A and holds the sleeve plate 3 from the inside, and is cut out in the middle of the ring. A guide groove 1C for inserting the sleeve plate is formed in the notched portion of the support portion 1B. Further, the support portion 1B that forms one wall of the guide groove 1C is curved inward to form a guide piece 1D that guides when the sleeve plate 3 is inserted. In the portion where the guide piece 1D is formed, a slit 1d is formed between the support portion 1B and the flange portion 1A, and the guide piece 1D can be bent inward. .
And the 1st member 1 which has the said structure has the flat part which forms the ring-shaped groove | channel and the collar part 1A from the strip which has the dimension which match | combined the width | variety of the said collar part 1A, and the height of the support part 1B. It is possible to easily press-mold using a mold having the same.

また、前記第2の部材2は、前記第1の部材1の支持部1Bの外径に比べて、後述するスリーブ板3の厚み寸法より少なくとも大きい寸法からなる隙間が形成されるような大きさの外径を有し且つ所定の長さ(前記スリーブ板3の一端を保持するのに十分な長さ:具体的には、2cm〜5cm程度の長さ)を有する、環状のパイプ部材で構成されている。
この第2の部材2は、前記所定長さに相当する幅と、前記外径の周長に等しい長さに重なり代を加えた長さを有する帯板を、前記外径になるよう前記重なり代だけ重ねて該重なっている部分をスポット溶接することによって成形することができる。
Further, the second member 2 has a size such that a gap having a dimension at least larger than the thickness dimension of a sleeve plate 3 to be described later is formed as compared with the outer diameter of the support portion 1B of the first member 1. And an annular pipe member having a predetermined length (a length sufficient to hold one end of the sleeve plate 3; specifically, a length of about 2 cm to 5 cm). Has been.
The second member 2 includes a band plate having a width corresponding to the predetermined length and a length obtained by adding an overlap margin to a length equal to the circumferential length of the outer diameter so as to have the outer diameter. It can be formed by spot welding the overlapping portions.

そして、この実施例では、これら第1の部材1は、プラスチック製の一体成形されたもので形成されている。
また、前記第2の部材2は、プラスチック製の一体成形されたもので構成してもよく、あるいは市販のプラスチック製のパイプを寸断することによって、形成してもよい。
In this embodiment, the first member 1 is formed of an integrally molded product made of plastic.
In addition, the second member 2 may be formed by integrally molding plastic or may be formed by cutting a commercially available plastic pipe.

また、前記第1の部材1についても、プラスチック製のもの、あるいはその他の部材、例えば、セラミック製等であってもよく、材質的には、特に限定されるものではない。
しかし、前記第1の部材1および第2の部材2について、安価に実施するには、前記実施例のように、薄鋼板(所謂「ブリキ板」)で製作することが望ましい。
Also, the first member 1 may be made of plastic or other members such as ceramics, and the material is not particularly limited.
However, in order to implement the first member 1 and the second member 2 at a low cost, it is desirable that the first member 1 and the second member 2 are made of a thin steel plate (so-called “tin plate”) as in the above-described embodiment.

また、これら第1の部材1と第2の部材2との間に配置され、スリーブを形成するスリーブ板3は、金属薄板製の波板からなり、その凹凸波条に直交する方向にのみ屈曲可能な構成となっており、ロール状に小さく丸めて(屈曲して)適宜太さの棒状(円筒状)の形態とすることが可能なもので構成されている。具体的には、前記スリーブ板3として、この実施例では、亜鉛メッキ(あるいは塗装)した厚さ0.2mm〜0.25mmの薄板鋼板製の市販の所謂「波板」を使用している。しかし、スリーブ板3が、前記のものに限定されるものでなく、他の材質のもの(例えば、プラスチック製)等を使用してもよい。   Further, the sleeve plate 3 disposed between the first member 1 and the second member 2 and forming a sleeve is made of a corrugated plate made of a thin metal plate, and is bent only in a direction perpendicular to the corrugated corrugations. It has a possible configuration, and is configured to be rolled into a roll shape (bent) and appropriately shaped into a rod shape (cylindrical shape). Specifically, as the sleeve plate 3, in this embodiment, a so-called “corrugated plate” made of galvanized (or painted) thin steel plate having a thickness of 0.2 mm to 0.25 mm is used. However, the sleeve plate 3 is not limited to the above-described one, and other materials (for example, plastic) may be used.

ところで、前記スリーブ板3は、大きさ的には、スリーブ板3の凹凸波条に平行する方向には、必要なスリーブ長に等しい長さを有し、また、該凹凸波条に直交する方向には、スリーブの周長に略等しい(正確には周長より重なり代(前記波条の1山〜3山分)だけ長い)長さを有する。これらの寸法は、スリーブを配設しようとするコンクリート型枠の寸法等に合わせて適宜採寸されることになる。   By the way, in terms of size, the sleeve plate 3 has a length equal to the required sleeve length in a direction parallel to the concavo-convex corrugation of the sleeve plate 3, and a direction orthogonal to the concavo-convex corrugation. Has a length substantially equal to the circumferential length of the sleeve (exactly longer than the circumferential length by an overlap margin (one to three ridges of the wave)). These dimensions are appropriately measured in accordance with the dimensions of the concrete form on which the sleeve is to be disposed.

そして、前記第1の部材1の鍔部1Aには、型枠に取付際の釘孔1aを形成しておくことが望ましい。しかし、一般に、この程度の薄板の場合には、ハンマーで釘を打ちつけることによって簡単に貫通させて取り付けることができることから、このような釘孔1aは必ずしも必要な構成ではない。   And it is desirable to form the nail hole 1a at the time of attachment to a formwork in the collar part 1A of the said 1st member 1. FIG. However, in general, in the case of such a thin plate, such a nail hole 1a is not necessarily required because it can be easily penetrated and attached by hitting a nail with a hammer.

そして、このように構成された本コンクリート型枠用スリーブ形成部材は、以下のように使用され、コンクリート型枠内において所定のスリーブを形成することが可能となる。つまり、図3(a),(b)に図示するように、
コンクリートの型枠Gを形成した際に、鉄筋11を配筋する前(あるいは配筋後)に、前記型枠Gの所望の対峙する両壁10の内面10A,10Bに、前記第1の部材1を、互いに支持部材1Bが対面するような状態で且つ両方の上下および左右の各位置が一致するような状態で、前記釘孔1aを利用して(あるいは釘孔1aを利用することなく)釘あるいはねじで固定する(図3(a)参照)。この際、これら対面する二つの第1の部材の間に、鉄筋11が位置しないように配置する必要がある。
The concrete formwork sleeve forming member configured as described above is used as follows, and a predetermined sleeve can be formed in the concrete formwork. That is, as illustrated in FIGS. 3A and 3B,
When the concrete formwork G is formed, before the reinforcing bar 11 is arranged (or after the arrangement), the first member is formed on the inner surfaces 10A and 10B of the opposite walls 10 of the formwork G. 1 using the nail hole 1a (or without using the nail hole 1a) in a state where the support members 1B face each other and in a state where both the upper and lower and left and right positions coincide with each other. Fix with nails or screws (see FIG. 3 (a)). At this time, it is necessary to arrange the reinforcing bars 11 so as not to be positioned between the two first members facing each other.

そして、前記型枠G内に鉄筋11が配筋された状態において、図3(b)に図示するように、前記第1の部材1の外方に重なるように配置された前記第2の部材2の内周方に位置するように、前記スリーブ板3を小さく巻いて(図4(a)参照)、該巻いたスリーブ板3の両端を型枠Gの両壁10の内面10に配設した各第1の部材1の内周方に位置するように位置せしめる。これに代えて、前記第2の部材2を予め第1の部材1の外周方に位置せしめた状態において、該第1の部材1の内周方に、小さく巻いたスリーブ板3を位置せしめるようにしてもよい。また、かかる場合に、スリーブ板3の長さが長い場合、例えば、スリーブ板3の長さが500cm以上あるような場合には、前記第2の部材2を、両端以外に1つあるいは適宜間隔で複数配置することによって、スリーブ板3の中間部位の撓みや歪みを少なくするのが望ましい。この第2の部材2の個数については、特に制限されるものではない。
しかる後に、図4(a)に図示するように前記第1の部材1の内周方において巻いた状態のスリーブ板3を一端を、前記ガイド片1Dにガイドさせて、ガイド溝1Cを通過させて、該第1の部材1と第2の部材2の間に形成されたガイド溝1Cに挿入してゆき(図4(a)参照)、図4(a)、図4(b)に図示するように、これら第1の部材1と第2の部材2との間に、該スリーブ板3を挿入してゆく。この工程において、前記第2の部材2は、第1の部材1に対して固定されていないため、スリーブ板3の挿入当初は、該第1の部材1と第2の部材2との間は隙間が大きく形成され、挿入し易い状況となる。
そして、図4(b)に図示するように、前記スリーブ板3の始端3aと終端3bが重なる状態まで挿入し終わると、前記第1の部材1と第2の部材2との間に円筒状に配置されたスリーブ板3(図3(b)参照)によって、円筒状のスリーブが形成されることになる。
この状態において、このコンクリートの型枠G内にコンクリートKを打設すると、図5に図示するように、スリーブ(第1の部材1(図1参照)、第2の部材2(図1参照)、およびスリーブ板3が配設されている箇所)SがコンクリートK内に占める円筒状の空間によって、コンクリートの梁や壁内に、所望の貫通孔Bを形成することができる。
Then, in the state where the reinforcing bar 11 is arranged in the mold G, the second member arranged so as to overlap the outside of the first member 1 as shown in FIG. 2 so that the sleeve plate 3 is wound small (see FIG. 4A), and both ends of the wound sleeve plate 3 are arranged on the inner surfaces 10 of both walls 10 of the mold G. It positions so that it may be located in the inner peripheral direction of each 1st member 1 which carried out. Instead, in a state where the second member 2 is positioned on the outer peripheral side of the first member 1 in advance, the sleeve plate 3 wound small is positioned on the inner peripheral side of the first member 1. It may be. In such a case, when the length of the sleeve plate 3 is long, for example, when the length of the sleeve plate 3 is 500 cm or more, one second member 2 other than both ends or an appropriate interval is provided. It is desirable to reduce the bending and distortion of the intermediate portion of the sleeve plate 3 by arranging a plurality of them. The number of the second members 2 is not particularly limited.
Thereafter, as shown in FIG. 4A, one end of the sleeve plate 3 wound around the inner periphery of the first member 1 is guided by the guide piece 1D to pass through the guide groove 1C. Then, it is inserted into the guide groove 1C formed between the first member 1 and the second member 2 (see FIG. 4 (a)), and shown in FIGS. 4 (a) and 4 (b). Thus, the sleeve plate 3 is inserted between the first member 1 and the second member 2. In this step, since the second member 2 is not fixed to the first member 1, when the sleeve plate 3 is initially inserted, there is no gap between the first member 1 and the second member 2. A gap is formed to be large and easy to insert.
Then, as shown in FIG. 4B, when the sleeve plate 3 is inserted until the start end 3a and the end end 3b overlap, a cylindrical shape is formed between the first member 1 and the second member 2. A cylindrical sleeve is formed by the sleeve plate 3 (see FIG. 3 (b)) arranged on the surface.
In this state, when concrete K is placed in the concrete formwork G, as shown in FIG. 5, the sleeve (first member 1 (see FIG. 1), second member 2 (see FIG. 1)). , And the place where the sleeve plate 3 is disposed) The desired through-hole B can be formed in the concrete beam or wall by the cylindrical space occupied by the S in the concrete K.

また、コンクリートKが固化した状態において、前記第1の部材1(図1参照)、第2の部材2(図1参照)を前記ガイド溝1Cから前述した逆の手順で引き抜けばよい。   Further, in a state where the concrete K is solidified, the first member 1 (see FIG. 1) and the second member 2 (see FIG. 1) may be pulled out from the guide groove 1C in the reverse procedure described above.

そして、上述したように、本発明にかかるコンクリート型枠用スリーブ形成部材は、第1の部材1と第2の部材2により、保持具Aが形成されることから、この実施例のようにプレス加工等によって簡単に、材料的にも全く無駄なく、製作することができるため、従って、安価に製造することができ、安価に提供することが可能となる。   As described above, the concrete formwork sleeve forming member according to the present invention includes the first member 1 and the second member 2 and the holder A is formed. Since it can be manufactured simply by processing or the like without any waste in terms of materials, it can be manufactured at low cost and can be provided at low cost.

本願発明にかかるはコンクリート型枠用スリーブ形成部材およびコンクリート型枠用スリーブ形成方法は、貫通孔を形成するため等にコンクリート型枠内にスリーブを配置するとき等に用いることができる。   The concrete form sleeve forming member and the concrete form sleeve forming method according to the present invention can be used when a sleeve is arranged in a concrete form to form a through hole.

本第1の発明の一実施例にかかるコンクリート型枠用スリーブ形成部材の全体の構成を示す斜視図である。It is a perspective view which shows the whole structure of the sleeve formation member for concrete formwork concerning one Example of this 1st invention. 図1に示す保持具を構成する第1の部材と第2の部材との構成を示す斜視図である。It is a perspective view which shows the structure of the 1st member and 2nd member which comprise the holder shown in FIG. コンクリート型枠に既に対面するよう配置した各第1の部材間に第2の部材とスリーブ板を配置する手順を示す図で、(a)は第2の部材を配置するとともにスリーブ板を第1の部材の内方に仮配置する状態を示す図、(b)はスリーブ板の両端が前記第1の部材と第2の部材とによってそれぞれ保持された状態を示す図である。It is a figure which shows the procedure which arrange | positions a 2nd member and a sleeve board between each 1st member already arrange | positioned so that it may face a concrete formwork, (a) is arrange | positioning a 2nd member and a sleeve board as 1st. The figure which shows the state temporarily arrange | positioned inside the member of this, (b) is a figure which shows the state by which the both ends of the sleeve board were each hold | maintained by the said 1st member and the 2nd member. 第1の部材と第2の部材との間に、スリーブ板を挿入する手順を示す図で、(a)は挿入前の状態を示す図、(b)はスリーブ板を挿入し終わった状態を示す図である。It is a figure which shows the procedure which inserts a sleeve board between the 1st member and the 2nd member, (a) is a figure which shows the state before insertion, (b) is the state which has finished inserting a sleeve board. FIG. スリーブを配置したコンクリート型枠内にコンクリートが打設された状態を示すスリーブの長手方向に直交する方向で断面した断面図である。It is sectional drawing which cut | disconnected in the direction orthogonal to the longitudinal direction of the sleeve which shows the state by which concrete was laid in the concrete formwork which has arrange | positioned the sleeve.

符号の説明Explanation of symbols

1…第1の部材
1B…ガイド溝
2…第2の部材
3…スリーブ板
1 ... 1st member
1B ... Guide groove
2 ... Second member
3 ... Sleeve plate

Claims (4)

一方向に屈曲自在で円筒状のスリーブを形成することが可能なスリーブ板と、該スリーブ板を両端で円筒状に保持する保持具とを有するコンクリート型枠用スリーブ形成部材であって、
前記保持具が、環状の一部が切り欠かれ該切り欠かれた端部に前記スリーブ板を挿入あるいは取り外し可能なガイド溝を備えた第1の部材と、この第1の部材とは別体になり該第1の部材の外方に配置され、この第1の部材との間で前記スリーブ板を円筒状に保持する環状になった第2の部材とを有することを特徴とするコンクリート型枠用スリーブ形成部材。
A sleeve forming member for a concrete form having a sleeve plate that can be bent in one direction and can form a cylindrical sleeve, and a holder that holds the sleeve plate in a cylindrical shape at both ends,
The holder has a first member provided with a guide groove in which an annular part is cut out and the sleeve plate can be inserted into or removed from the cut-out end, and the first member is separate from the first member. And a second member that is disposed outside the first member and has an annular second member that holds the sleeve plate in a cylindrical shape with the first member. A sleeve forming member for a frame.
前記ガイド溝部分に、該ガイド溝を経て第1の部材と第2の部材との間に前記スリーブをガイドするべく先端が内方へ向けて湾曲したガイド片が設けられていることを特徴とする請求項1記載のコンクリート型枠用スリーブ形成部材。   The guide groove portion is provided with a guide piece whose tip is curved inward to guide the sleeve between the first member and the second member through the guide groove. The concrete formwork sleeve forming member according to claim 1. 前記第1の部材に、型枠に固定するための固定部が形成されていることを特徴とする請求項1又は2記載のコンクリート型枠用スリーブ形成部材。   3. The concrete formwork sleeve forming member according to claim 1 or 2, wherein a fixing portion for fixing to the formwork is formed on the first member. 環状の一部が切り欠かれ該切り欠かれた端部に前記スリーブ板を挿入あるいは取り外し可能なガイド溝を備えた第1の部材を、型枠の対面している内壁面に対向した状態で、一対固定し、
しかる後、前記第1の部材とは別体で第1の部材の環状より大きい径を有して環状になった第2の部材を該第1の部材の外周方へ配置するとともに、一方向に屈曲自在なスリーブ板を前記第1の部材の環状の径よりも小さい径からなる円筒状に屈曲し、
該円筒状に屈曲した前記スリーブ板を、型枠に固定されている前記第1の部材の環状の内方に位置せしめて、該スリーブ板の一端を該第1の部材の前記ガイド溝から第1の部材と第2の部材との間に、該スリーブ板の他端が該第1の部材と第2の部材との間に既に挿入されている一端に重なる位置するまで、挿入することによって、
前記第1の部材と第2の部材との間にスリーブ板を円筒状に形成・保持することを特徴とする、コンクリート型枠用スリーブ形成方法。
A first member having a guide groove in which a part of the annular shape is notched and the sleeve plate can be inserted or removed at the notched end is opposed to the inner wall facing the mold. A pair,
After that, the second member which is separated from the first member and has a larger diameter than the first member and is formed in an annular shape is arranged on the outer periphery of the first member, and is unidirectional. Bending the sleeve plate that is freely bent into a cylindrical shape having a diameter smaller than the annular diameter of the first member,
The sleeve plate bent in the cylindrical shape is positioned inside the annular inner side of the first member fixed to the mold, and one end of the sleeve plate is inserted from the guide groove of the first member. By inserting between the one member and the second member until the other end of the sleeve plate overlaps with one end already inserted between the first member and the second member. ,
A method for forming a sleeve for a concrete mold, comprising forming and holding a sleeve plate in a cylindrical shape between the first member and the second member.
JP2005057264A 2005-03-02 2005-03-02 Sleeve forming member for concrete formwork and sleeve forming method Expired - Fee Related JP4206389B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008267090A (en) * 2007-04-25 2008-11-06 Sekisui House Ltd Sleeve

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008267090A (en) * 2007-04-25 2008-11-06 Sekisui House Ltd Sleeve

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