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JPS63165623A - Method and instrument for forming piercing hole to concrete structure - Google Patents

Method and instrument for forming piercing hole to concrete structure

Info

Publication number
JPS63165623A
JPS63165623A JP31462686A JP31462686A JPS63165623A JP S63165623 A JPS63165623 A JP S63165623A JP 31462686 A JP31462686 A JP 31462686A JP 31462686 A JP31462686 A JP 31462686A JP S63165623 A JPS63165623 A JP S63165623A
Authority
JP
Japan
Prior art keywords
adjuster
cylindrical body
hole
formwork
nail
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.)
Pending
Application number
JP31462686A
Other languages
Japanese (ja)
Inventor
古澤 悌
滋 古澤
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP31462686A priority Critical patent/JPS63165623A/en
Publication of JPS63165623A publication Critical patent/JPS63165623A/en
Pending legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〈発明の利用分野〉 この発明は、コンクリート構造物の例えば梁部分に水道
管や電線等を挿通させるための貫通孔を形成する方法及
びそれに用いる貫通孔形成用器具に関する。
[Detailed Description of the Invention] <Field of Application of the Invention> The present invention relates to a method for forming a through-hole through which a water pipe, electric wire, etc. is inserted into, for example, a beam portion of a concrete structure, and a through-hole forming device used therein. .

〈従来の技術〉 従来、のコンクリート構造物の貫通孔形成方法及びそれ
に用いる貫通孔形成用器具としては、例えば、 (a)第6図に示される如くコンクリート構造物として
の梁の所定形状に対応させて型枠材1にて形成され、鉄
筋2を所定形状に組んだ組鉄筋3が設置された型枠4内
に「貫通孔形成用器具」としてのスリーブ5を横幅方向
で差し渡すと同時にその突張力で固定し、この型枠4内
にコンクリートを流し込みスリーブ5の内腔6を「貫通
孔」として残す、というものが知られている。
<Prior art> Conventional methods for forming through-holes in concrete structures and tools for forming through-holes used therein include, for example: (a) As shown in FIG. At the same time, a sleeve 5 serving as a "through-hole forming device" is passed in the width direction into a formwork 4 formed of formwork material 1 and in which assembled reinforcing bars 3 in which reinforcing bars 2 are assembled into a predetermined shape are installed. It is known that the sleeve 5 is fixed by its tensile force, and concrete is poured into the formwork 4, leaving the inner cavity 6 of the sleeve 5 as a "through hole."

(b)また、両端部の一部を斜めに切り落としたスリー
ブ5cを用いるものも知られている(第8図参照)。
(b) It is also known to use a sleeve 5c with both ends partially cut off diagonally (see FIG. 8).

(C)さらに、型枠4の内幅W尋よりやや短いスリーブ
5sを用い、型枠材1とスリーブ5sとの間に生ずる隙
間にぼる屑などの適宜のシール材7を充填すると言うも
のも知られている(第7図)。
(C) Furthermore, a sleeve 5s that is slightly shorter than the inner width W fathom of the formwork 4 is used, and an appropriate sealing material 7 such as debris that is formed in the gap between the formwork material 1 and the sleeve 5s is filled. known (Figure 7).

〈発明が解決しようとする問題点〉 しかしながら、上記の如き従来の方法及び貫通孔形成用
器具は、いずれも作業性及び貫通孔の仕上がりの正確性
という点で不十分であった。即ち、例えば、コンクリー
ト構造物として梁をとった場合、複数の各梁に設けられ
る各貫通孔は一直線上に並ぶ必要があるので、各梁にお
ける貫通孔はその大きさに応じて数cm〜士数Cl11
単位で位置決めされねばならない。そのためには、第1
に、貫通孔形成用器具が型枠材1の所定位置に正確に設
置されること、第2に、この貫通孔形成用器具が流し込
まれたコンクリートによって位置ずれを生じない程度に
固定されていること−−−−−−−の2点が要求される
。しかるに、上記(a)の如き従来の方法及び貫通孔形
成用器具では、突張力を得るためにスリーブ5の長さサ
イズが型枠4の内幅W尋よりやや長くされているため、
すでに組鉄筋が設置され、作業空間が限定されてしまっ
た型枠4内に、これを差し渡して設置する作業は非常に
面倒なものであり、また突張力だけでは必ずしも十分な
固定力を得られないので、流し込まれたコンクリートに
よって位置ずれを生じる場合もままあった。尚、従来ス
リーブを突張力でのみ固定しているのは、゛型枠4の内
幅Wの狭さを利用しているからであるが、このことは逆
にそれだけ作業空間が狭いことを意味し、その分スリー
ブ5を釘止めしようとしてもハンマが振れず、かといっ
てポンチのような器具を介して釘を打つにしても釘を仮
保持することができないことになる。そして、位置ずれ
が生じた場合には、型枠4撤去後ハッリ作業により本来
の位置に新たな貫通孔を開は直すことになるが、この労
力と費用は相当に嵩み、しかも場合によってはハツリ作
業が出来ないものもあり、放置しがたい問題となってい
た。また、上記(b)のものは、スリーブ50両端の一
部を斜めに切り落とし型枠4内に差し渡し易くしたとい
う点で改良さ、その分、やや差渡し作業を行い易(はな
っているが、本質的には、上記(a)と同様の不具合が
あり、また上記(C)のものは、スリーブ5sをか短く
したという点で、差渡し作業自体は容易となっているが
、ぼる屑などの充填作業が意外に面倒であり、しかも固
定力を十分には得られないという不具合があった。
<Problems to be Solved by the Invention> However, the above-mentioned conventional methods and through-hole forming instruments are both insufficient in terms of workability and precision in finishing the through-holes. That is, for example, when a beam is used as a concrete structure, the through holes provided in each of the plurality of beams need to be lined up in a straight line, so the through holes in each beam are from several centimeters to several centimeters long depending on the size. Number Cl11
Must be positioned in units. For that purpose, the first
Firstly, the through-hole forming device is installed accurately at a predetermined position in the formwork material 1, and secondly, the through-hole forming device is fixed to the extent that it will not shift due to the poured concrete. Two points are required. However, in the conventional method and through-hole forming device as in (a) above, the length of the sleeve 5 is made slightly longer than the inner width W of the formwork 4 in order to obtain a tensile force.
It is extremely troublesome to cross and install assembled reinforcing bars in the formwork 4, which has already been installed and the work space is limited, and it is not always possible to obtain sufficient fixing force with tensile force alone. Because of this, the concrete that was poured often caused misalignment. The reason why sleeves are conventionally fixed only by tension is to take advantage of the narrow inner width W of the formwork 4, but this means that the working space is that much narrower. However, even if an attempt is made to nail the sleeve 5, the hammer will not swing, and even if the nail is driven with an instrument such as a punch, the nail will not be able to be temporarily held. If a positional shift occurs, the formwork 4 must be removed and a new through hole must be drilled in its original position, but this requires considerable labor and cost, and in some cases, There were some items that could not be chiseled, and this became a problem that could not be ignored. In addition, the above (b) is improved in that a part of both ends of the sleeve 50 are cut off diagonally to make it easier to insert into the formwork 4, which makes it a little easier to carry out the inserting work. , essentially has the same problem as (a) above, and in (C) above, the sleeve 5s has been shortened, making the handing process itself easier, but The filling operation was surprisingly troublesome, and there was also the problem that sufficient fixing force could not be obtained.

そこで、この発明では、作業性に優れ、且つ貫通孔に位
置ずれが生じることのないようなコンクリート構造物の
貫通孔形成方法及びそれに用いる貫通孔形成用器具を提
供することを目的としている。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a method for forming a through hole in a concrete structure that has excellent workability and prevents the through hole from being misaligned, and a through hole forming tool used therein.

〈問題点を解決するための手段〉 上記目的を達成するための手段として、第1発明(特許
請求の範囲(1)記載の発明)では、型枠の内幅尋より
短い円筒体、及びこの円筒体の両端部に摺動自在に嵌合
する一対の偏平円筒状のアジャスタを備え、且つ前記ア
ジャスタがその一端部に釘保持用の釘孔を備える貫通孔
形成用器具を用い、そして、先ず横幅方向で向かい合う
各型枠材の所定対応位置に釘孔を介して釘で各アジャス
タを相互に向かい合せて各々固設し、次いでこのように
固設された一方のアジャスタに円筒体の一端部を他端が
他方のアジャスタに届かない程度まで嵌合せしめ、次い
でこの円筒体を折り返して前記他方のアジャスタにも嵌
合せしめ、さらにこの円筒体の嵌合部分を各アジャスタ
に固定することにより型枠内に前記貫通孔形成用器具を
差し渡すことを要旨とし、第2発明(特許請求の範囲(
2)記載の発明)では、貫通孔形成用器具を、コンクリ
ート構造物の型枠の内幅尋より短い円筒体と、この円筒
体の両端部へ摺動自在に嵌合する一対の偏平円筒状のア
ジャスタとにより構成すると共にアジャスタの一端部に
釘保持用の釘孔を設けることを要旨としている。
<Means for solving the problem> As a means for achieving the above object, the first invention (the invention described in claim (1)) includes a cylindrical body shorter than the inner width of the formwork, and a cylindrical body shorter than the inner width of the formwork; Using a through-hole forming tool, the tool includes a pair of flat cylindrical adjusters that are slidably fitted to both ends of a cylindrical body, and the adjusters have a nail hole for holding a nail in one end thereof, and first, Each adjuster is fixed facing each other with nails through the nail hole at a predetermined corresponding position of each formwork material facing each other in the width direction, and then one end of the cylindrical body is attached to one of the adjusters fixed in this way. is fitted to the extent that the other end does not reach the other adjuster, then this cylindrical body is folded back and fitted to the other adjuster, and the fitting portion of this cylindrical body is fixed to each adjuster to form a mold. The gist is to pass the through-hole forming instrument within the frame, and the second invention (claims)
In the invention described in 2), the through-hole forming device comprises a cylindrical body shorter than the inner width of the formwork of the concrete structure, and a pair of flat cylindrical bodies slidably fitted to both ends of the cylindrical body. The main feature is that the adjuster has a nail hole for holding the nail at one end of the adjuster.

〈作  用〉 即ち、第1発明では、貫通孔形成用器具を型枠の内幅尋
より短い円筒体と、この円筒体の両端部に摺動自在に嵌
合する一対の偏平円筒状のアジャスタとにより構成し、
その設置作業を、アジャスタの型枠材への固定−円筒体
のアジャスタへの装着→円筒体のアジャスタへの固定、
という作業に分割しているので、各作業においては、す
でに設置された組鉄筋により限られている狭い作業空間
内でも容易に扱えるサイズのアジャスタ乃至円筒体のみ
を扱えばよいことになり、その結果、作業性の向上と共
に固定位置の正確性が得られ、またアジャスタを釘で固
定することとしているので固定の確実性も得られること
になる。
<Function> That is, in the first invention, the through-hole forming device is comprised of a cylindrical body shorter than the inner width of the formwork, and a pair of flat cylindrical adjusters that are slidably fitted to both ends of the cylindrical body. Consisting of
The installation work consists of fixing the adjuster to the formwork material - attaching the cylindrical body to the adjuster -> fixing the cylindrical body to the adjuster,
Because the work is divided into two parts, each work only needs to handle adjusters or cylindrical bodies that are of a size that can be easily handled in the narrow work space limited by the reinforcing bars that have already been installed. This not only improves work efficiency but also improves the accuracy of the fixing position, and since the adjuster is fixed with nails, the fixing is more reliable.

また、第2発明の貫通孔形成用器具は、型枠の内幅尋よ
り短い円筒体及びこの円筒体の両端部に摺動自在に嵌合
する一対の偏平円筒状のアジャスタにより構成され、且
つアジャスタの一端部に釘保持用の釘孔が設けられてい
るので、その設置作業を、アジャスタの型枠材への固定
→円筒体のアジャスタへの装着→円筒体のアジャスタへ
の固定、という作業に分割して行うことができ、しかも
、円筒体のアジャスタへの装着を摺動自在な嵌合を利用
して行え、また釘孔にて仮保持することにより釘を容易
に打てることになるので、作業性及び固定性が秀れたも
のとなる。
Further, the through-hole forming instrument of the second invention is constituted by a cylindrical body shorter than the inner width of the formwork and a pair of flat cylindrical adjusters that are slidably fitted to both ends of the cylindrical body, and Since a nail hole for holding a nail is provided at one end of the adjuster, the installation process consists of fixing the adjuster to the formwork material, attaching the cylindrical body to the adjuster, and then fixing the cylindrical body to the adjuster. In addition, the cylindrical body can be attached to the adjuster using a slidable fit, and nails can be easily driven by temporarily holding it in the nail hole. , excellent workability and fixability.

〈実 施 例〉 以下、この発明(第1発明及び第2発明)の実施例を、
第1図〜第4図を参照して説明する。尚、以下の説明で
は、第1発明の説明を主体にしつつ第2発明については
関連的に言及するものとし、また従来と共通する部分は
同一符号を以て示し、重複する説明は省略するものとす
る。
<Examples> Examples of this invention (first invention and second invention) will be described below.
This will be explained with reference to FIGS. 1 to 4. In the following explanation, the explanation of the first invention will be the main subject, while the second invention will be referred to in relation to the invention, and parts common to the conventional invention will be denoted by the same reference numerals, and duplicate explanations will be omitted. .

貫通孔形成用器具10は、いずれも合成樹脂製の、円筒
体11、及び一対のアジャスタ12より構成されている
The through-hole forming instrument 10 includes a cylindrical body 11 and a pair of adjusters 12, both of which are made of synthetic resin.

円筒体11は、貫通孔形成用器具10が差し渡されるべ
き型枠4の内幅W尋より小さくしかも一対のアジャスタ
12内に両端を差し込み・嵌合し易くそれでいて、嵌合
後は両端の嵌合部分がアジャスタ12の側面19とある
程度の長さ分電合し得る程の短い長さサイズのものとさ
れており、その両端部には、複数のビス孔13が各々設
けられている。
The cylindrical body 11 is smaller than the inner width W fathom of the formwork 4 over which the through-hole forming instrument 10 is to be passed, and both ends of the cylindrical body 11 can be easily inserted and fitted into the pair of adjusters 12. The mating portion is short enough to be electrically coupled to the side surface 19 of the adjuster 12 over a certain length, and a plurality of screw holes 13 are provided at both ends thereof.

アジャスタ12は、偏平円筒状のアジャスタ本体14と
横断面T字状の支持棒15とより成る。
The adjuster 12 includes an adjuster body 14 having a flat cylindrical shape and a support rod 15 having a T-shaped cross section.

そして、アジャスタ本体14は、円筒体11を摺動自在
に嵌合せしめるためにその一端面が解放面16とされ、
また他端面が支持棒15の横断面に略相応の横断面を有
する受は溝17を備える閉鎖面18とされており、さら
に閉鎖面18側から側面19に斜めで貫通し、アジャス
タ12を型枠材1に固定する際に固定用の釘20を打ち
込み易いように仮保持するための釘孔21が複数設けら
れ、また解放面16側の側面19にはビス孔22が複数
設けられている。また、支持棒15には、略その長さ方
向の中心部に支持棒15を型枠材1に仮止めする際に用
いるビス孔23を設けている。
The adjuster body 14 has one end surface serving as a release surface 16 in order to slidably fit the cylindrical body 11 therein.
Further, the receiver whose other end surface has a cross section substantially corresponding to the cross section of the support rod 15 is a closed surface 18 with a groove 17, and further penetrates obliquely from the closed surface 18 side to the side surface 19, so that the adjuster 12 can be molded. A plurality of nail holes 21 are provided for temporary holding so that it is easy to drive fixing nails 20 when fixing to the frame material 1, and a plurality of screw holes 22 are provided on the side surface 19 on the open surface 16 side. . Further, the support rod 15 is provided with a screw hole 23, which is used for temporarily fixing the support rod 15 to the formwork material 1, approximately at the center in its length direction.

以下この貫通孔形成用器具10を用いるコンクリート構
造物の貫通孔形成方法を説明する。 先ず、組鉄筋3が
設置される前に、横幅方向で向かい合う各型枠材1の各
々の所定対応位置に支持棒15をビス孔23を介して矢
示X方向に回動自在となるようにビス24で取り付ける
。この支持棒15は組鉄筋3と型枠4との隙間に比べ十
分に小さいサイズとされているので、組鉄筋3の設置の
際に邪魔になることはない。次いで、組鉄筋3を設置し
た後、前記ビス止めされた支持棒15に受は溝17を介
してアジャスタ12を各々装着し、この装着による仮止
め状態で、支持棒15の回動とアジャスタ12の支持棒
15に対する矢示Y方向の摺動を利用してアジャスタ1
2の固定位置、即ち「貫通孔」が設けられるべき所定対
応位置で且つ円筒体11を装着する際に鉄筋2が邪魔に
ならない位置を選択し、釘孔21を介して釘20で型枠
材1に固定する。この時針20は、釘孔20で保持され
、しかも斜め方向に向けられているので、ポンチ25の
如き器具を介して組鉄筋3やアジャスタ12の側面19
と干渉しない状態で容易に打ち込むことができる。次い
で、第5図中に矢示Z、で示される如き動きを以て、一
方のアジャスタ12Rに円筒体11の一端部を他端が他
方のアジャスタ12Lに届かない程度まで嵌合せしめた
後この円筒体11を折り返して(矢示Z2)アジャスタ
12Lにも嵌合せしめ、そして両端部のビス孔13をア
ジャスタ12のビス孔21に合わせてビス25で各アジ
ャスタA112R,12tに固定する。こうして貫通孔
形成用器具10の差渡しが完了した後、型枠4内にコン
クリートを流し込み、貫通孔形成用器具10の内腔27
内を「貫通孔」として残す。尚、閉鎖端面18は、型枠
材1を取り外したのち打ち抜くものである。
A method for forming through holes in a concrete structure using this through hole forming tool 10 will be described below. First, before the assembled reinforcing bars 3 are installed, the support rods 15 are installed at predetermined corresponding positions on each of the formwork members 1 facing each other in the width direction through the screw holes 23 so as to be rotatable in the direction of the arrow X. Attach with screw 24. Since the support rod 15 has a size sufficiently smaller than the gap between the reinforcing bar assembly 3 and the formwork 4, it does not get in the way when the reinforcing bar assembly 3 is installed. Next, after installing the assembled reinforcing bars 3, the adjusters 12 are attached to the screw-fastened support rods 15 through the grooves 17, and in the temporarily fixed state by this attachment, the rotation of the support rod 15 and the adjuster 12 are performed. adjuster 1 by sliding in the direction of arrow Y with respect to support rod 15
2 fixing position, that is, a predetermined corresponding position where a "through hole" should be provided and where the reinforcing bars 2 will not get in the way when installing the cylindrical body 11, and fix the formwork material with nails 20 through the nail holes 21. Fixed to 1. Since the hour hand 20 is held in the nail hole 20 and is oriented diagonally, a tool such as a punch 25 is used to insert the hour hand 20 into the reinforcing bar assembly 3 and the side surface 12 of the adjuster 12.
It can be driven easily without interfering with the Next, by moving as shown by arrow Z in FIG. 5, one end of the cylindrical body 11 is fitted to one adjuster 12R to the extent that the other end does not reach the other adjuster 12L, and then this cylindrical body is 11 is folded back (arrow Z2) and fitted into the adjuster 12L, and the screw holes 13 at both ends are aligned with the screw holes 21 of the adjuster 12, and then fixed to each adjuster A112R and 12t with screws 25. After the passing of the through-hole forming device 10 is completed in this way, concrete is poured into the formwork 4, and the inner cavity 27 of the through-hole forming device 10 is poured.
Leave the inside as a "through hole". Note that the closed end surface 18 is punched out after removing the formwork material 1.

このように、貫通孔形成用器具10を円筒体11及びア
ジャスタ12により構成し、且つアジャスタ12の釘孔
20を設けると共に、アジャスタ12をアジャスタ本体
14及び支持棒15とにより構成し、その設置作業を、
組鉄筋3設置前における支持棒15の型枠材1への取付
け→組鉄筋3設置→支持棒15によるアジャスタ12の
型枠材への仮止め→アジャスタ12の位置決め・釘24
による固定→円筒体11のアジャスタ12への装着→円
筒体11のアジャスタ12への固定、という作業に分割
しているので、 (a)支持棒15の取付けは、組鉄筋3設置前の広い作
業空間で簡単に行なえることになり、(b)また、組鉄
筋3を設置した後の各作業においても、組鉄筋3により
限られている狭い作業空間内でも容易に扱えるサイズの
アジャスタ12乃至円筒体11のみを扱えばよく、作業
が容易化され、(C)さらに、この作業中、アジャスタ
12の位置決め・固定を、支持棒15によりアジャスタ
12を仮止めした状態で、支持棒15の回動及び支持棒
15に対するアジャスタ本体14の摺動を利用して行え
るという点で作業がより容易化され、また釘孔20によ
り釘24を保持させているので釘24の打ち込みも容易
化され、 これらの総合として、作業性の向上と共に固定位置の正
確性及び固定の確実性を得られることになる。
In this way, the through hole forming instrument 10 is constituted by the cylindrical body 11 and the adjuster 12, and the nail hole 20 of the adjuster 12 is provided, and the adjuster 12 is constituted by the adjuster body 14 and the support rod 15. of,
Attaching the support rod 15 to the formwork material 1 before installing the assembled reinforcing bars 3 → Installation of the assembled reinforcing bars 3 → Temporary fixing of the adjuster 12 to the formwork material by the support rod 15 → Positioning of the adjuster 12 and nails 24
Since the work is divided into the following steps: fixation by fixing → attachment of the cylindrical body 11 to the adjuster 12 → fixation of the cylindrical body 11 to the adjuster 12, (a) Attaching the support rod 15 is a large task before installing the assembled reinforcing bars 3. (b) In addition, in each work after installing the assembled reinforcing bars 3, adjusters 12 or cylinders of a size that can be easily handled even in the narrow work space limited by the assembled reinforcing bars 3 are used. (C) Furthermore, during this work, the adjuster 12 is positioned and fixed by rotating the support rod 15 while the adjuster 12 is temporarily fixed by the support rod 15. The work is made easier in that it can be done by using the sliding movement of the adjuster body 14 with respect to the support rod 15, and since the nail 24 is held by the nail hole 20, driving the nail 24 is also facilitated. Overall, it is possible to improve workability, as well as to obtain fixation position accuracy and fixation certainty.

尚、以上の実施例では、アジャスタ12の仮止め・位置
決めの手段として支持棒15を用いているが、これに限
られず、例えば、いわゆる「面ファスナ」を用いること
、即ち「面ファスナ」の一方側を支持棒15の替わりに
型枠材1に取付け、他方側が閉鎖面18に取付けられた
アジャスタ12を前記一方側に位置決めしながら仮止め
することも採用できるしくこの場合には勿論光は溝17
は不要である)、またコンクリート構造物の大きさや組
鉄筋3の大きさに応じて作業空間にややゆとりのある場
合には、これらの仮止め・位置決めの手段を用いずに直
接「アジャスタ」を型枠材1に固定することも十分可能
である。さらに、アジャスタ12゛の側面19に対する
円筒体11の嵌合後の固定は、ビス孔13.21及びビ
ス25を使用せず、これに代え嵌合部分の外周にテープ
を巻き付けて固定とシールを併せて行うようにしてもよ
い。
In the above embodiment, the support rod 15 is used as a means for temporarily fixing and positioning the adjuster 12, but the present invention is not limited to this, and for example, a so-called "velcro fastener" may be used. It is also possible to temporarily fix the adjuster 12, which has one side attached to the formwork material 1 instead of the support rod 15 and the other side attached to the closing surface 18, while positioning it on the one side. 17
), or if there is some space in the work space depending on the size of the concrete structure or the size of the reinforcing bars 3, it is possible to use the "adjuster" directly without using these temporary fixing/positioning methods. It is also possible to fix it to the formwork material 1. Furthermore, the cylindrical body 11 is fixed to the side surface 19 of the adjuster 12' after it is fitted without using the screw holes 13, 21 and the screws 25, and instead, a tape is wrapped around the outer periphery of the fitting part to fix and seal the cylindrical body 11. They may also be performed at the same time.

〈発明の効果〉 この発明は、以上説明した如く、貫通孔形成用器具を型
枠の内幅尋より短い円筒体と、この円筒体の両端部に摺
動自在に嵌合する一対の偏平円筒状のアジャスタとによ
り構成し、その設置作業を、アジャスタの型枠材への固
定→円筒体のアジャスタへの装着→円筒体のアジャスタ
への固定、という作業に分割しているのものなので、各
作業においては、すでに設置された組鉄筋により限られ
ている狭い作業空間内でも容易に扱えるサイズのアジャ
スタ乃至円筒体のみを扱えばよいことになり、その結果
、作業性の向上と共に固定位置の正確性及び固定の確実
性を得られるという秀れた効果があり(第1発明)、ま
た貫通孔形成用器具を型枠の内幅尋より短い円筒体及び
この円筒体の両端部に摺動自在に嵌合する一対の偏平円
筒状のアジャスタにより構成し、且つアジャスタの一端
部に釘保持用の釘孔を設けているものなので、その設置
作業を、アジャスタの型枠材への固定一円筒体のアジャ
スタへの装着一円筒体のアジャスタへの固定、という作
業に分割することができ、しかも、円筒体のアジャスタ
への装着を摺動自在な嵌合を利用して行え、また釘孔に
て仮保持することにより釘を容易に打てることになるの
で、非常に秀れた作業性及び固定性を提供できるという
秀れた効果もある(第2発明)。
<Effects of the Invention> As explained above, the present invention provides a through-hole forming tool that includes a cylindrical body shorter than the inner width of the formwork, and a pair of flat cylinders that are slidably fitted to both ends of the cylindrical body. The installation work is divided into the following steps: fixing the adjuster to the formwork material → attaching the cylindrical body to the adjuster → fixing the cylindrical body to the adjuster. During work, it is only necessary to handle adjusters or cylindrical bodies of a size that can be easily handled in the narrow work space limited by the already installed reinforcing bars.As a result, work efficiency is improved and the accuracy of the fixing position is improved. It has the excellent effect of providing stability and certainty of fixation (first invention), and also allows the through-hole forming tool to be slid freely on a cylindrical body shorter than the inner width of the formwork and on both ends of this cylindrical body. It consists of a pair of flat cylindrical adjusters that fit into the frame, and a nail hole for holding the nail is provided at one end of the adjuster. The work can be divided into two parts: installation of the cylindrical body to the adjuster, and fixation of the cylindrical body to the adjuster.Moreover, the cylindrical body can be attached to the adjuster using a slidable fitting, and it can also be done using a nail hole. Temporary holding makes it easy to drive nails, so there is also the excellent effect of providing excellent workability and fixing performance (second invention).

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は、貫通孔形成用器具を型枠内に差し渡した状態
を示す一部断面を含む概略平面図、第2図は、円筒体の
概略斜視図、 第3図は、アジャスタの概略斜視図、 第4図は、支持棒の概略斜視図、 第5図は、円筒体の装着手順を示す概略平面図、第6図
及び第7図は、各々従来のコンクリート構造物の貫通孔
形成方法及び貫通孔形成用器具を示す概略断面図、そし
て 第8図は、スリーブの概略側面図である。 1・・・−・・型枠材 4・−一一一一一一型枠 627−・−・−・内腔 10・−一一一一・−貫通孔形成用器具11−−−−−
−一円筒体 1 :L−−−−−−−アジャスタ 20−−−−−−−一釘孔 24・−・−釘 法 第7図 第8図 口這コ
Fig. 1 is a schematic plan view including a partial cross section showing a state in which the through-hole forming instrument is inserted into the formwork, Fig. 2 is a schematic perspective view of the cylindrical body, and Fig. 3 is a schematic perspective view of the adjuster. Fig. 4 is a schematic perspective view of the support rod, Fig. 5 is a schematic plan view showing the installation procedure of the cylindrical body, and Figs. 6 and 7 are respectively conventional methods for forming through holes in concrete structures. and FIG. 8 is a schematic sectional view showing a through-hole forming instrument, and FIG. 8 is a schematic side view of the sleeve. 1...--Form material 4--111-11 Formwork 627--Inner cavity 10--1111--Through hole forming instrument 11--
- One cylindrical body 1 :L------------Adjuster 20---One nail hole 24 --- Nail method Figure 7 Figure 8 Opening hole

Claims (2)

【特許請求の範囲】[Claims] (1)コンクリート構造物の所定形状に対応させて型枠
材にて形成された型枠内に横幅方向で貫通孔形成用器具
を差し渡し、型枠内にコンクリートを流し込んだ時、こ
の貫通孔形成用器具の内腔を貫通孔として残すコンクリ
ート構造物の貫通孔形成方法に於いて、 上記貫通孔形成用器具は、型枠の内幅尋より短い円筒体
、及びこの円筒体の両端部に摺動自在に嵌合する一対の
偏平円筒状のアジャスタを備え、且つ前記アジャスタが
その一端部に釘保持用の釘孔を備えるものであり、そし
て、先ず横幅方向で向かい合う各型枠材の所定対応位置
に釘孔を介して釘で各アジャスタを相互に向かい合せて
各々固設し、次いでこのように固設された一方のアジャ
スタに円筒体の一端部を他端が他方のアジャスタに届か
ない程度まで嵌合せしめ、次いで折り返して円筒体の他
端部を前記他方のアジャスタにも嵌合せしめ、さらに円
筒体の嵌合部分を各アジャスタに固定することにより型
枠内に前記貫通孔形成用器具を差し渡すものであること
を特徴とするコンクリート構造物の貫通孔形成方法。
(1) When a through-hole forming device is inserted in the width direction into a formwork formed from formwork materials in accordance with the predetermined shape of a concrete structure, and concrete is poured into the formwork, this through-hole is formed. In a method for forming a through hole in a concrete structure in which the inner cavity of the tool is left as a through hole, the tool for forming a through hole has a cylindrical body shorter than the inner width of the formwork, and a slider on both ends of the cylindrical body. It is equipped with a pair of flat cylindrical adjusters that are movably fitted together, and each of the adjusters is provided with a nail hole for holding a nail at one end thereof, and first, a predetermined correspondence between each of the formwork materials facing each other in the width direction is provided. Fix each adjuster facing each other with a nail through the nail hole, and then attach one end of the cylindrical body to one of the adjusters fixed in this way to an extent that the other end does not reach the other adjuster. Then, the other end of the cylindrical body is fitted to the other adjuster by folding it back, and the fitting portion of the cylindrical body is fixed to each adjuster, thereby forming the through-hole forming device in the formwork. A method for forming a through-hole in a concrete structure, the method comprising:
(2)コンクリート構造物の型枠の内幅尋より短い円筒
体、及びこの円筒体の両端部へ摺動自在に嵌合する一対
の偏平円筒状のアジャスタより成り、且つ前記アジャス
タがその一端部に釘保持用の釘孔を有することを特徴と
する貫通孔形成用器具。
(2) Consists of a cylindrical body shorter than the inner width of the formwork of the concrete structure, and a pair of flat cylindrical adjusters that are slidably fitted to both ends of the cylindrical body, and the adjuster is located at one end of the cylindrical body. An instrument for forming a through hole, characterized in that it has a nail hole for holding a nail.
JP31462686A 1986-12-25 1986-12-25 Method and instrument for forming piercing hole to concrete structure Pending JPS63165623A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31462686A JPS63165623A (en) 1986-12-25 1986-12-25 Method and instrument for forming piercing hole to concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31462686A JPS63165623A (en) 1986-12-25 1986-12-25 Method and instrument for forming piercing hole to concrete structure

Publications (1)

Publication Number Publication Date
JPS63165623A true JPS63165623A (en) 1988-07-08

Family

ID=18055573

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31462686A Pending JPS63165623A (en) 1986-12-25 1986-12-25 Method and instrument for forming piercing hole to concrete structure

Country Status (1)

Country Link
JP (1) JPS63165623A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019189689A1 (en) * 2018-03-30 2019-10-03 博満 安徳 Sleeve and method for installing same

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57249A (en) * 1980-06-02 1982-01-05 Kuniyoshi Hamaguchi Applicating method of constructed frame for arranged pipe and fixing flange used in said method

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57249A (en) * 1980-06-02 1982-01-05 Kuniyoshi Hamaguchi Applicating method of constructed frame for arranged pipe and fixing flange used in said method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019189689A1 (en) * 2018-03-30 2019-10-03 博満 安徳 Sleeve and method for installing same
JPWO2019189689A1 (en) * 2018-03-30 2021-04-01 博満 安徳 How to install the sleeve, sleeve body, and sleeve

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