JP3743791B2 - Through sleeve - Google Patents

Through sleeve Download PDF

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Publication number
JP3743791B2
JP3743791B2 JP03642696A JP3642696A JP3743791B2 JP 3743791 B2 JP3743791 B2 JP 3743791B2 JP 03642696 A JP03642696 A JP 03642696A JP 3642696 A JP3642696 A JP 3642696A JP 3743791 B2 JP3743791 B2 JP 3743791B2
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JP
Japan
Prior art keywords
sleeve
sleeves
mounting member
convex portion
molds
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JP03642696A
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Japanese (ja)
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JPH09228636A (en
Inventor
重太郎 小林
真樹 松岡
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Tobishima Corp
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Tobishima Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、例えば、鉄筋コンクリート構造物の梁や壁あるいは柱等に貫通孔を設ける際に、コンクリート打設用型枠(以降、単に「型枠」という)内へのコンクリート打設に先立って貫通孔用の中空部を所定の位置に形成するための貫通スリーブに関し、詳しくは、対向配置した一対の型枠間で両型枠に亘って取付ける貫通用スリーブに関する。
【0002】
【従来の技術】
従来、この種の貫通用スリーブを型枠に取付ける場合、前記一対の型枠間に厚紙などで形成された単なる筒部材を配置して支えておき、例えば、釘などを、前記筒部材の両端部における周方向複数箇所の部位から前記型枠に達するよう斜めに打込んで取付けていた。
【0003】
【発明が解決しようとする課題】
しかしながら、上記のごとく、釘を斜めに打込んで型枠に取付けるためには、夫々の孔形成位置において前記筒部材を対向する型枠間隔に合わせて正確な長さに切断する作業が必要となるなど、前記筒部材の取付作業が非常に煩雑であった。
釘の打込み作業についても同様である。つまり、型枠内に鉄筋等を配設した状態での狭いスペース内で、前記筒部材を支えながら作業しなければならず、作業効率は決して良いとはいえなかった。
一方、コンクリート打設後においても種々の問題があった。
例えば、型枠を取外した際に釘がコンクリートから突出した状態で残るため、この釘の切断作業が必要になる。あるいは、この釘を無理に引抜くと釘の周囲にあるコンクリートが欠けるおそれもあった。
さらに、前記筒状部材が紙製の場合には、前記筒状部材の除去が非常に煩雑となる。つまり、筒状部材自身は、一体のままで引抜くことはできず、細切れにして剥離除去せざるを得なかった。原則として筒状部材は使い捨てであり、その不経済性の改善が望まれていた。
本発明の目的は、上記欠点に鑑み、型枠に対する貫通用スリーブの取付作業および、除去作業が簡略化でき、さらに、再利用を可能とした経済的な貫通スリーブを提供することにある。
【0004】
【課題を解決するための手段】
(構成)
この目的を達成するための本発明の貫通スリーブの特徴構成は、一対の前記コンクリート打設用型枠へ各別に取付けられる第1取付部材および第2取付部材を備えると共に、前記第1取付部材に嵌合連結自在な一端部を有する第1スリーブと、前記第2取付部材に嵌合連結自在な一端部を有する第2スリーブとを備え、前記第1スリーブおよび前記第2スリーブを、展開状態にあっては略矩形平面状で、かつ、巻付けによって略円筒状に成形自在な弾性の可撓性部材から構成すると共に、展開状態において、相対向する二つの縁部のうち、巻付けた状態で内側に位置する縁部に沿って、径方向外方に突出する外向凸部が形成され、巻付けた状態で外側に位置する縁部に沿って、径方向内方に突出する内向凸部が形成され、前記外向凸部と前記内向凸部とを、互いに係合離脱自在に構成し、前記第1スリーブの他端部と前記第2スリーブの他端部とが互いに嵌合し、伸縮自在に構成した点にある。
【0005】
(作用・効果)
本特徴構成を有する貫通用スリーブにあっては以下の作用・効果を奏する。
即ち、前記第1スリーブおよび前記第2スリーブは、略矩形平面状の可撓性部材を筒状に丸めたものであるから、両スリーブの外径寸法の可変性が容易に得られる。そして、前記第1スリーブと前記第2スリーブとを、互いに外径寸法を異ならしめ、両スリーブの他端部どうしを重ねた状態で用いることで、前記第1スリーブと前記第2スリーブとは両スリーブの軸芯方向において伸縮自在となる。
この結果、打設したコンクリートが硬化した後、前記貫通スリーブの除去が容易となる。つまり、前記第1スリーブおよび前記第2スリーブの外径寸法を縮径させることによって、前記両スリーブは、硬化形成された構造体から容易に剥離する。よって、前記スリーブの除去が容易となる。
しかも、通常、これらのスリーブはプラスチック、ゴム等の弾性の可撓性部材で構成されているから、当該除去によって破損することはなく、何度でも再利用することができる。
また、前記第1スリーブおよび前記第2スリーブを組合わせて伸縮自在に用いるため、両スリーブを合わせた全長は任意に決定できる。このため、本発明のスリーブは、あらゆる厚みの梁・壁の施工に適応可能である。従来の厚紙製のスリーブのように、切り損じによって長さ寸法に誤差が生じることもなく、当該スリーブをコンクリート用型枠間へセッティングする作業自体も非常に簡単である。
さらに、前記第1スリーブおよび前記第2スリーブの外径寸法の決定が容易となる。
即ち、展開状態において略矩形状である当該スリーブ部材夫々の相対向する二つの縁部に沿って係合部を設け、前記第1スリーブおよび前記第2スリーブが、筒状の一定形状を維持できるようにする。具体的には、巻付けられた状態で内側に位置する縁部に沿って外向凸部を設け、外側に位置する縁部に沿って内向凸部を設ける。
例えば、前記外向凸部あるいは前記内向凸部のうち何れか一方を複数の凸部に形成し、前記両スリーブの外径寸法を任意に設定できるよう構成すれば、一層使い勝手のよいものとなる。
また、前記外向凸部あるいは前記内向凸部のうち何れか一方を複数に形成し、外径寸法を任意に設定可能とすれば、同一の部材を第1スリーブとして、あるいは、第2スリーブとして使用することができるため、経済性の点でさらに有利となる。
【0008】
【発明の実施の形態】
以下に本発明の実施例を図1〜図3に基づいて説明する。
【0009】
(概要)
本発明の貫通スリーブは、例えば、コンクリート構造の建築物を建設する際に、梁や壁あるいは柱等に、空調配管やケーブル等を挿通配置自在な貫通孔を予め形成するために用いられる。
【0010】
本発明に係る貫通スリーブの実施の一例を図1〜図3に示す。
ここでは、第1取付部材1と第2取付部材2、および、第1スリーブ3と第2スリーブ4とから構成される。
前記第1取付部材1及び第2位取付部材2は、コンクリートを打設すべく対向配置される一対の型枠5,5の組立て後、前記型枠5,5の所定の位置に釘等によって取付けられる。次に、予め組み上げた鉄筋7に前記第1スリーブ3および第2スリーブ4を内臓しておき、前記組み上げた鉄筋7を当該型枠5,5内に降ろし、位置決めする。この後、前記第1スリーブ3および第2スリーブ4の前記第1取付部材1および第2取付部材2の間に取付けられる。
前記型枠5,5内にコンクリートを打設し、硬化後、前記型枠5,5、前記取付部材、および、前記スリーブ等を取外せば、貫通孔12を有する梁14等が完成することなる。
以下、前記第1取付部材1・前記第2取付部材2および前記第1スリーブ3・前記第2スリーブ4の詳細について説明する。
【0011】
(取付部材)
前記第1取付部材1および前記第2取付部材2は、前記第1スリーブ3および前記第2スリーブ4を夫々保持するための部材であり、貫通孔を形成する位置に合わせて前記両型枠5,5に取付けられる。
前記第1取付部材1および前記第2取付部材2は、JIS K 6301(加硫ゴム物理試験方法)によるスプリング硬さHs(JIS A)が60〜90度のゴムまたはプラスチック等の可撓性材料で構成される。
図3に示すごとく、前記第1取付部材1および前記第2取付部材2は、前記型枠5,5に取付けるためのフランジ10を有する。このフランジ10に、例えば固定部材6としての釘を挿通して前記型枠5,5に打込み、前記第1取付部材1および前記第2取付部材2を前記型枠5,5に固定する。
尚、前記フランジ10には、前記固定部材6を挿通させるための孔部を予め設けておいてもよいし、設けなくてもよい。前記固定部材6が貫通しさえすれば、何れの構成であってもよい。
前記第1・第2取付部材1,2は、前記第1・第2スリーブ3,4が外嵌するテーパー部11を有する。本構成により当該第1・第2取付部材1,2と前記第1・第2スリーブ3,4とが密着し、前記第1・第2スリーブ3,4をガタのない状態で保持することができる。
【0012】
(スリーブ)
前記第1スリーブ3および前記第2スリーブ4は、前記スプリング硬さHs(JIS A)が70度以上である硬質のプラスチックまたはゴム等の中から選ばれた弾性の可撓性材料で構成される。もちろん、当該スリーブあるいは前記取付部材の材料は処女材料であってもよいし再生材料であってもよい。
当該第1・第2スリーブ3,4は、使用時に外径寸法の変更が容易な略筒状に形成されている。例えば、前記第1スリーブ3の外径を前記第2スリーブ4の外径より大きく形成し、前記第2スリーブ4を前記第1スリーブ3の内部に摺動自在に内嵌する。
これら両スリーブ3,4を前記第1・第2取付部材1,2間に取付ける。この際、両スリーブ3,4夫々の開放側端部は前記第1・第2取付部材のテーパー部11に当接され、ガタのないように保持される。
夫々の前記第1・第2取付部材1,2と前記第1・第2スリーブ3,4との連接部には、打設したコンクリートが前記両スリーブ3,4内に侵入しないように目留め13を施す。この場合には、例えば、ガムテープのようなものを用いると簡便であり、目留めの効果のみならず、各部材の位置ズレ等を効果的に防止できる。
本構成により、前記両型枠5,5の間隔に拘わらず、当該第1・第2スリーブ3,4を取付けることができる。
図3に示すごとく、前記第1・第2スリーブ3,4は、略筒状の形状である。これは、押出成形を行うことにより、当初より略筒状に形成するものである。よって、これら第1、第2スリーブ3,4は所定の外径状態を保持するものであるが、略円筒状の周面は不連続である。即ち、展開した状態では略矩形形状を呈する部材を単に丸めた構成である。
前記矩形形状の四つの縁部のうち、丸めた際に重ね合わされる二つの縁部(以後、重合縁部という)の夫々には係合のための凸部が形成されている。即ち、重合縁部のうち内側となる縁部には、両スリーブ3,4夫々の外側に向けて突出する外向凸部8が形成されており、一方、外側となる縁部には、スリーブの内側に向けて突出する内向凸部9が形成されている。これら凸部8,9は、互いに係合可能なものであれば、何れの形状でもよい。例えば、縁部に沿って連続して延出する構成であってもよいし、縁部に沿って点在する構成であってもよい。
尚、縁部に沿って連続した凸部を構成する場合には、前記両スリーブ3,4に補強のリブを形成したのと同様の効果が生じるから、コンクリート打設時に、当該両スリーブ3,4の変形を防止できるという利点も得られる。
使用前の前記スリーブ3,4は、略筒状とはいえ前記重合縁部は離間した状態にある。即ち、使用に際しては、作業者がこれら両スリーブ3,4を縮径するように力を加え、前記外向凸部8と前記内向凸部9とを係合させることにより、所定の外径状態に保持する。
前記第1・第2スリーブ3,4の前記重合縁部、あるいは、前記第1・第2スリーブ3,4どうしの連接部には、ガムテープ等を用いて目留め13を施す。
前記重合縁部のうち一方には、前記凸部を複数設け、略筒状とした際の外径を適宜選択できるようにしておくと便利である。つまり、同一のスリーブ3,4を用いながら、前記第1スリーブ3として、あるいは、前記第2スリーブ4として使用することができるから、使い勝手のよいものとなる。
【0013】
(スリーブ除去)
打設したコンクリートが硬化した後は、まず、前記型枠5,5を除去する。
前記取付部材1,2は、この際に前記型枠5,5の夫々と共に容易に外れる。前記第1・第2スリーブ3,4については、単に引抜くのではなく、一端、スリーブ径を縮径させ、硬化形成された構造体から前記第1・第2スリーブ3,4を剥離させた後に取り出す。この際、先に目留めに用いたガムテープ等の抵抗はそれ程問題とはならない。
当該両スリーブ3,4は、プラスチックまたはゴム等の部材からなるため、吸湿して材料自身の強度が低下するなどの不都合はなく、除去の際に破れ等の破損が生じることはない。よって、従来の厚紙製筒部材の場合、細切れに破り取るようにして剥離除去せざるを得なかったのに対し、本発明の第1・第2スリーブ3,4を用いた場合には、除去作業が極めて簡略化できる。しかも、従来の筒部材が消耗品であったのに対し、本発明の第1・第2スリーブ3,4は再利用可能であり、経済面においても有利である。また、廃棄物を生じさせないという点において、環境保護の点においても優れているといえる。
前記第1・第2スリーブ3,4を除去した後の貫通孔12の形状は、当該貫通孔12の軸芯方向の途中の位置で、前記第1スリーブ3と前記第2スリーブ4との外径の差だけ段差を有する。しかしながら、当該段差は貫通孔12の孔径に対して僅かに過ぎず、後の配管作業の際に支障となることはない。
【0014】
尚、特許請求の範囲の項に図面との対照を便利にするために符号を記すが、該記入により本発明は添付図面の構成に限定されるものではない。
【図面の簡単な説明】
【図1】本発明の貫通スリーブを型枠に取付けた状態を示す断面図
【図2】施工完了後の梁断面図
【図3】本発明の第1・第2スリーブを表す斜視図
【符号の説明】
1 第1取付部材
2 第2取付部材
3 第1スリーブ
4 第2スリーブ
5 コンクリート打設用型枠
[0001]
BACKGROUND OF THE INVENTION
In the present invention, for example, when a through-hole is provided in a beam, wall, or column of a reinforced concrete structure, the penetration is made prior to placing concrete in a concrete casting form (hereinafter simply referred to as “formwork”). The present invention relates to a through sleeve for forming a hollow portion for a hole at a predetermined position, and more specifically, relates to a through sleeve that is attached across a pair of molds between a pair of opposed molds.
[0002]
[Prior art]
Conventionally, when this type of penetrating sleeve is attached to a mold, a simple cylindrical member formed of cardboard or the like is placed between the pair of molds to support it, for example, nails or the like are attached to both ends of the cylindrical member. It was attached by being driven obliquely so as to reach the mold from a plurality of locations in the circumferential direction in the part.
[0003]
[Problems to be solved by the invention]
However, as described above, in order to drive the nail obliquely and attach it to the mold, it is necessary to cut the tubular member to an accurate length in accordance with the distance between the opposing molds at each hole forming position. For example, the mounting operation of the cylindrical member is very complicated.
The same applies to the nailing operation. In other words, the work must be performed while supporting the cylindrical member in a narrow space in a state where the reinforcing bars and the like are arranged in the mold, and the work efficiency is never good.
On the other hand, there were various problems even after concrete placement.
For example, since the nail remains protruding from the concrete when the mold is removed, the nail must be cut. Alternatively, if the nail is forcibly pulled out, the concrete around the nail may be lost.
Furthermore, when the cylindrical member is made of paper, the removal of the cylindrical member becomes very complicated. That is, the cylindrical member itself cannot be pulled out as it is, and has to be cut into pieces and removed. In principle, the cylindrical member is disposable, and it has been desired to improve its economical efficiency.
In view of the above-described drawbacks, an object of the present invention is to provide an economical penetrating sleeve that can simplify the attaching operation and the removing operation of the penetrating sleeve with respect to the mold and that can be reused.
[0004]
[Means for Solving the Problems]
(Constitution)
FEATURES structure of leadthroughs of the present invention for achieving this objective is provided with a first attachment member and second attachment member attached to another each to a pair of the concrete設用mold, said first mounting member a first sleeve having a mating connection freely one end to, and a second sleeve having a mating connection freely end in the second mounting member, said first sleeve and said second sleeve, deployed state In this case, it is formed of an elastic flexible member that is substantially rectangular flat and can be formed into a substantially cylindrical shape by winding, and is wound out of two opposing edges in the unfolded state. An outward convex portion protruding radially outward is formed along the edge located on the inner side in the state, and an inward convex projecting radially inward along the edge located on the outer side in the wound state Part is formed, the outward convex part and the A direction projecting portions constitute freely disengaged from each other, the other end portion of the first sleeve and the other end portion of the second sleeve is fitted together, in that the telescopically configured.
[0005]
(Action / Effect)
The penetrating sleeve having this characteristic configuration has the following actions and effects.
That is, since the first sleeve and the second sleeve are obtained by rounding a substantially rectangular flat flexible member into a cylindrical shape, variability in the outer diameter of both sleeves can be easily obtained. Then, by using the first sleeve and the second sleeve in a state where the outer diameters are different from each other and the other end portions of both sleeves are overlapped, the first sleeve and the second sleeve are both It becomes telescopic in the axial direction of the sleeve.
As a result, after the cast concrete has hardened, the penetration sleeve can be easily removed. That is, by reducing the outer diameter of the first sleeve and the second sleeve, both the sleeves are easily peeled from the cured structure. Therefore, the sleeve can be easily removed.
Moreover, since these sleeves are usually made of an elastic flexible member such as plastic or rubber, they are not damaged by the removal and can be reused any number of times.
In addition, since the first sleeve and the second sleeve are used in a freely stretchable manner, the total length of both sleeves can be arbitrarily determined. For this reason, the sleeve of the present invention can be applied to construction of beams / walls of any thickness. Unlike conventional cardboard sleeves, there is no error in length due to cutting, and the operation of setting the sleeve between the concrete molds is very simple.
Furthermore, the outer diameter dimensions of the first sleeve and the second sleeve can be easily determined.
That is, an engaging portion is provided along two opposing edges of each of the sleeve members that are substantially rectangular in the deployed state, and the first sleeve and the second sleeve can maintain a constant cylindrical shape. Like that. Specifically, an outward convex portion is provided along the edge located on the inner side in a wound state, and an inward convex portion is provided along the edge located on the outer side.
For example, if either one of the outward convex portion or the inward convex portion is formed as a plurality of convex portions, and the outer diameter dimension of both the sleeves can be arbitrarily set, it becomes more convenient.
In addition, if one of the outward convex portion and the inward convex portion is formed in plural and the outer diameter dimension can be arbitrarily set, the same member is used as the first sleeve or the second sleeve. This is advantageous in terms of economy.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to FIGS.
[0009]
(Overview)
The through-sleeve of the present invention is used, for example, when forming a through-hole through which an air-conditioning pipe, a cable, or the like can be inserted and placed in a beam, a wall, a column, or the like when building a concrete structure building.
[0010]
An example of the implementation of the penetration sleeve according to the present invention is shown in FIGS.
Here, the first mounting member 1 and the second mounting member 2, and the first sleeve 3 and the second sleeve 4 are configured.
The first mounting member 1 and the second mounting member 2 are assembled by a nail or the like at a predetermined position of the molds 5 and 5 after assembling the pair of molds 5 and 5 that are arranged to face each other to place concrete. Mounted. Next, the first sleeve 3 and the second sleeve 4 are built in the rebar 7 assembled in advance, and the assembled rebar 7 is lowered into the molds 5 and 5 and positioned. Thereafter, the first sleeve 3 and the second sleeve 4 are attached between the first attachment member 1 and the second attachment member 2.
After placing concrete in the molds 5 and 5 and curing, removing the molds 5 and 5, the mounting member, the sleeve, and the like complete the beam 14 having the through holes 12. Become.
The details of the first mounting member 1, the second mounting member 2, the first sleeve 3, and the second sleeve 4 will be described below.
[0011]
(Mounting member)
The first mounting member 1 and the second mounting member 2 are members for holding the first sleeve 3 and the second sleeve 4 respectively, and the both mold frames 5 are matched to the positions where through holes are formed. , 5.
The first mounting member 1 and the second mounting member 2 are made of a flexible material such as rubber or plastic having a spring hardness Hs (JIS A) of 60 to 90 degrees according to JIS K 6301 (vulcanized rubber physical test method). Consists of.
As shown in FIG. 3, the first attachment member 1 and the second attachment member 2 have flanges 10 for attachment to the molds 5 and 5. For example, a nail as a fixing member 6 is inserted into the flange 10 and driven into the molds 5 and 5 to fix the first mounting member 1 and the second mounting member 2 to the molds 5 and 5.
The flange 10 may or may not be provided with a hole through which the fixing member 6 is inserted. Any configuration may be used as long as the fixing member 6 penetrates.
The first and second mounting members 1 and 2 have tapered portions 11 to which the first and second sleeves 3 and 4 are fitted. With this configuration, the first and second mounting members 1 and 2 and the first and second sleeves 3 and 4 are in close contact with each other, and the first and second sleeves 3 and 4 can be held without play. it can.
[0012]
(sleeve)
The first sleeve 3 and the second sleeve 4 are made of an elastic flexible material selected from hard plastic or rubber having a spring hardness Hs (JIS A) of 70 degrees or more. . Of course, the material of the sleeve or the mounting member may be a virgin material or a recycled material.
The first and second sleeves 3 and 4 are formed in a substantially cylindrical shape that can be easily changed in outer diameter during use. For example, the outer diameter of the first sleeve 3 is formed larger than the outer diameter of the second sleeve 4, and the second sleeve 4 is slidably fitted inside the first sleeve 3.
Both the sleeves 3 and 4 are attached between the first and second attachment members 1 and 2. At this time, the open end portions of the sleeves 3 and 4 are brought into contact with the tapered portions 11 of the first and second mounting members, and are held without play.
At the connecting portion between the first and second mounting members 1 and 2 and the first and second sleeves 3 and 4, the placed concrete is fastened so as not to enter the sleeves 3 and 4. 13 is applied. In this case, for example, it is convenient to use a material such as a gummed tape, and not only the effect of sealing, but also the displacement of each member can be effectively prevented.
With this configuration, the first and second sleeves 3 and 4 can be attached regardless of the distance between the molds 5 and 5.
As shown in FIG. 3, the first and second sleeves 3 and 4 have a substantially cylindrical shape. This is formed in a substantially cylindrical shape from the beginning by performing extrusion molding. Therefore, although these first and second sleeves 3 and 4 maintain a predetermined outer diameter state, the substantially cylindrical peripheral surface is discontinuous. That is, it is the structure which rounded the member which exhibits a substantially rectangular shape in the expanded state.
Of the four edges of the rectangular shape, convex parts for engagement are formed on each of two edges (hereinafter referred to as overlapping edges) that are overlapped when rounded. That is, an outward convex portion 8 that protrudes toward the outer side of each of the sleeves 3 and 4 is formed on the inner edge portion of the overlapping edge portion, while the outer edge portion of the sleeve is formed on the outer edge portion. An inward projection 9 that protrudes inward is formed. The convex portions 8 and 9 may have any shape as long as they can be engaged with each other. For example, the structure extended continuously along an edge part may be sufficient, and the structure dotted along the edge part may be sufficient.
In the case where the convex portions continuous along the edge portion are formed, the same effect as that in which the reinforcing ribs are formed on the sleeves 3 and 4 is produced. The advantage that deformation of 4 can be prevented is also obtained.
Although the sleeves 3 and 4 before use are substantially cylindrical, the overlapping edge portions are in a separated state. That is, in use, an operator applies a force so as to reduce the diameters of both the sleeves 3 and 4 and engages the outward convex portion 8 and the inward convex portion 9 to obtain a predetermined outer diameter state. Hold.
The overlapping edge portions of the first and second sleeves 3 and 4 or the connecting portions of the first and second sleeves 3 and 4 are provided with stitches 13 using gum tape or the like.
It is convenient that one of the overlapping edges is provided with a plurality of the convex portions so that the outer diameter of the substantially cylindrical shape can be appropriately selected. That is, since it can be used as the first sleeve 3 or the second sleeve 4 while using the same sleeves 3 and 4, it is easy to use.
[0013]
(Sleeve removal)
After the cast concrete has hardened, first, the molds 5 and 5 are removed.
At this time, the mounting members 1 and 2 are easily detached together with the molds 5 and 5. The first and second sleeves 3 and 4 are not simply pulled out, but at one end, the sleeve diameter is reduced, and the first and second sleeves 3 and 4 are peeled off from the cured structure. Remove later. At this time, the resistance of the gummed tape or the like previously used for sealing does not matter so much.
Since both the sleeves 3 and 4 are made of a member such as plastic or rubber, there is no inconvenience such as a decrease in strength of the material itself due to moisture absorption, and no damage such as tearing occurs at the time of removal. Therefore, in the case of the conventional cardboard tube member, it has been necessary to peel and remove it by breaking it into pieces, but when using the first and second sleeves 3 and 4 of the present invention, it is removed. Work can be greatly simplified. Moreover, while the conventional cylindrical member is a consumable item, the first and second sleeves 3 and 4 of the present invention can be reused, which is advantageous in terms of economy. Moreover, it can be said that it is excellent also in terms of environmental protection in that no waste is generated.
The shape of the through-hole 12 after removing the first and second sleeves 3 and 4 is a position in the middle of the through-hole 12 in the axial direction of the first sleeve 3 and the second sleeve 4. There is a step by the difference in diameter. However, the level difference is only slightly with respect to the hole diameter of the through hole 12, and does not hinder the subsequent piping work.
[0014]
In addition, although the code | symbol is written in order to make contrast with drawing convenient for the term of a claim, this invention is not limited to the structure of an accompanying drawing by this entry.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing a state where a penetration sleeve of the present invention is attached to a formwork. FIG. 2 is a cross-sectional view of a beam after construction is completed. FIG. 3 is a perspective view showing first and second sleeves of the present invention. Explanation of]
DESCRIPTION OF SYMBOLS 1 1st attachment member 2 2nd attachment member 3 1st sleeve 4 2nd sleeve 5 Formwork for concrete placement

Claims (1)

対向配置した一対のコンクリート打設用型枠(5,5)間に亘って取付ける貫通スリーブであって、
一対の前記コンクリート打設用型枠(5,5)へ各別に取付けられる第1取付部材(1)および第2取付部材(2)を備えると共に、
前記第1取付部材(1)に嵌合連結自在な一端部を有する第1スリーブ(3)と、前記第2取付部材(2)に嵌合連結自在な一端部を有する第2スリーブ(4)とを備え、
前記第1スリーブ(3)および前記第2スリーブ(4)を、展開状態にあっては略矩形平面状で、かつ、巻付けによって略円筒状に成形自在な弾性の可撓性部材から構成すると共に、
展開状態において、相対向する二つの縁部のうち、巻付けた状態で内側に位置する縁部に沿って、径方向外方に突出する外向凸部(8)が形成され、巻付けた状態で外側に位置する縁部に沿って、径方向内方に突出する内向凸部(9)が形成され、前記外向凸部(8)と前記内向凸部(9)とを、互いに係合離脱自在に構成し、
前記第1スリーブ(3)の他端部と前記第2スリーブ(4)の他端部とが互いに嵌合し、伸縮自在に構成されている貫通スリーブ。
A through sleeve that is attached across a pair of concrete placement molds (5, 5) arranged opposite to each other,
A first mounting member (1) and a second mounting member (2), which are individually attached to the pair of concrete casting molds (5, 5);
A first sleeve (3) having one end that can be fitted and connected to the first mounting member (1), and a second sleeve (4) having one end that can be fitted and connected to the second mounting member (2). And
The first sleeve (3) and said second sleeve (4), a substantially rectangular flat shape In the deployed state, and constituting a flexible member of the molding, resilient in a substantially cylindrical shape by winding With
In the unfolded state, an outward convex portion (8) protruding outward in the radial direction is formed along the edge located on the inner side in the wound state among the two opposing edges, and the wound state An inward convex portion (9) projecting radially inward is formed along the edge located on the outer side, and the outward convex portion (8) and the inward convex portion (9) are disengaged from each other. Configure freely
The other end and are fitted to each other, telescopically Configured leadthroughs of the other end portion and the second sleeve (4) of the first sleeve (3).
JP03642696A 1996-02-23 1996-02-23 Through sleeve Expired - Fee Related JP3743791B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP03642696A JP3743791B2 (en) 1996-02-23 1996-02-23 Through sleeve

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP03642696A JP3743791B2 (en) 1996-02-23 1996-02-23 Through sleeve

Publications (2)

Publication Number Publication Date
JPH09228636A JPH09228636A (en) 1997-09-02
JP3743791B2 true JP3743791B2 (en) 2006-02-08

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Families Citing this family (4)

* 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
KR200453202Y1 (en) * 2008-11-03 2011-04-12 장명수 Fixing equipment for pipe type sleeve
KR101041925B1 (en) * 2008-11-27 2011-06-15 주식회사 미래산업 The pierce sleeve for building
JP6317493B1 (en) * 2017-02-22 2018-04-25 健三 若林 Penetration pipe of reinforced concrete beam and its construction method

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