JPH07195330A - Doweling device for forming grout pouring hole of hume pipe - Google Patents

Doweling device for forming grout pouring hole of hume pipe

Info

Publication number
JPH07195330A
JPH07195330A JP35085593A JP35085593A JPH07195330A JP H07195330 A JPH07195330 A JP H07195330A JP 35085593 A JP35085593 A JP 35085593A JP 35085593 A JP35085593 A JP 35085593A JP H07195330 A JPH07195330 A JP H07195330A
Authority
JP
Japan
Prior art keywords
dowel
push
rod
pipe
fume
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
JP35085593A
Other languages
Japanese (ja)
Inventor
Yoshio Kawazu
良雄 河津
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.)
TOYOTA KIHAN KK
Daido Concrete Kogyo KK
Daido Concrete Co Ltd
Toyota Kihan KK
Original Assignee
TOYOTA KIHAN KK
Daido Concrete Kogyo KK
Daido Concrete Co Ltd
Toyota Kihan KK
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 TOYOTA KIHAN KK, Daido Concrete Kogyo KK, Daido Concrete Co Ltd, Toyota Kihan KK filed Critical TOYOTA KIHAN KK
Priority to JP35085593A priority Critical patent/JPH07195330A/en
Publication of JPH07195330A publication Critical patent/JPH07195330A/en
Pending legal-status Critical Current

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  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PURPOSE:To improve the finishing operation of the inner surface of a Hume pipe in its centrifugal formation to make a grout pouring hole. CONSTITUTION:In a doweling device for forming a grout pouring hole in a form 30 for use in a centrifugal formation of Hume pipe A by securely holding together a socket pipe 1, an outer dowel 2 and an inner dowel 3, a push-up rod 5 is movably set through a mounting part 4 for fastening the socket pipe 1, the outer dowel 2 and the inner dowel 3 to the form 30. The inner dowel 3 is formed in a condition of being buried in a fresh concrete 32. After formation, the push-up rod 5 is forced up from the inside of the fresh concrete 32, a dowel draft cap 6 is mounted on the push-up rod and the push-up rod 5 is pulled back down to remove the fresh concrete collected on the inner dowel 3, so that the inner dowel can be moved out.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、コンクリート製ヒュー
ム管の成形にあたって、ヒューム管にグラウト注入孔を
形成するために使用するだぼ装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a dowel device used for forming a grout injection hole in a fume tube in forming a concrete fume tube.

【0002】[0002]

【従来の技術】下水道等の地中管路には、コンクリート
製のヒューム管が多く使用されている。このヒューム管
による管路の施設には、図9に示すように、ヒューム管
Aの先端に刃口35を先導体として取り付け、ヒューム管
Aの後部に設置したジャッキの推進力によりヒューム管
Aを地山に推進し、刃口部35の土砂を掘削しながら埋設
する、いわゆる推進工法が揺られている。この場合、ヒ
ューム管Aにはグラウト注入孔Bを設けておき、ヒュー
ム管Aの推進完了後は、グラウト注入孔Bから裏込め材
(グラウト)を注入し、ヒューム管Aと地山を密着させ
るようにしている。
2. Description of the Related Art Concrete fume pipes are often used for underground pipes such as sewers. As shown in FIG. 9, in the fume pipe facility, a blade 35 is attached to the tip of the fume pipe A as a leading conductor, and the fume pipe A is installed by the propulsive force of the jack installed at the rear of the fume pipe A. A so-called propulsion method is being swayed, in which the rock is pushed into the ground and buried while excavating the sand of the blade section 35. In this case, the fume tube A is provided with the grout injection hole B, and after the promotion of the fume tube A is completed, the backfill material (grout) is injected from the grout injection hole B to bring the fume tube A and the ground into close contact. I am trying.

【0003】コンクリート製のヒューム管は一般に遠心
力成形によって製造されるが、上記のグラウト注入孔B
を設けるには、従来、図10に示すように、筒状の型枠30
の内面に接するテーパー状の外側ダボ2と管状のソケッ
ト1及びヒューム管Aの内面側に位置させるテーパー状
の内側ダボ3を取付ボルト34によって型枠30に固定し、
遠心力成形を行い、脱型に際して取付ボルト34をはずし
て外側ダボ2と内側ダボ3とを抜き取るようにしてお
り、図8に示すようにヒューム管Aの壁体内には、ソケ
ット1によって形成された孔と両ダボ2,3によって形
成された孔33a,33bの連通したグラウト注入孔Bが形
成されることになる。
The fume tube made of concrete is generally manufactured by centrifugal molding, but the above grout injection hole B is used.
Conventionally, as shown in FIG. 10, a cylindrical form 30
The taper-shaped outer dowel 2 which contacts the inner surface of the tube, the tubular socket 1, and the taper-shaped inner dowel 3 which is located on the inner surface side of the Hume pipe A are fixed to the mold 30 by the mounting bolts 34.
Centrifugal force molding is performed, and the mounting bolt 34 is removed at the time of demolding to remove the outer dowel 2 and the inner dowel 3. As shown in FIG. The hole and the holes 33a and 33b formed by both dowels 2 and 3 communicate with each other to form the grout injection hole B.

【0004】[0004]

【発明が解決しようとする課題】ところで、上記ヒュー
ム管Aの製造にあたっての内側ダボの取付位置は、コン
クリート仕上げ面aの高さに対し、プラスマイナス零又
は0.5 〜1mmほど浮き上り状態で仕上げ(図4参照)、
その後コテにて管内壁面を平滑化するための仕上げ作業
が行われている。
By the way, the mounting position of the inner dowel in the production of the fume pipe A is finished by plus or minus zero or 0.5 to 1 mm with respect to the height of the concrete finishing surface a. (See FIG. 4),
After that, finishing work is performed with a trowel to smooth the inner wall surface of the pipe.

【0005】コテによる仕上げ作業は、コテを人により
或は機械を用いて管内壁面に当てて行うが、遠心成形中
の管の駆動回転速度は30〜34Gの超高速で行われるの
で、その状態でコテが僅かでも突出している内側ダボ3
に当たると、コテをふっ飛ばすことになり、極めて危険
な作業環境になっている。因みに、それによって過去に
人身事故を引き起した事例もある。また、ダボ自体の摩
耗も著しく交換頻度も大きい。したがって、上記作業形
態を排除すべく努力されてきたが、未だ完全解決には至
っていないのが現状である。
The finishing work with a trowel is carried out by applying the trowel to the inner wall surface of the pipe by a person or using a machine. Since the driving rotational speed of the pipe during centrifugal molding is 30 to 34 G, which is an extremely high speed, that state Inner dowel 3 with slightly protruding iron
If you hit, the iron will be blown away, creating a very dangerous working environment. By the way, there are also cases in which it caused a personal injury in the past. In addition, the dowels themselves are significantly worn out and frequently replaced. Therefore, although efforts have been made to eliminate the above work form, the present situation is that the complete solution has not been reached yet.

【0006】本発明は、上記従来の事情にかんがみなさ
れたもので、仕上げ用のコテのふっ飛ばしが生じないよ
うに、内側ダボをコンクリート仕上げ面より低い位置に
取付けても、後のグラウト注入孔形成が支障なく確実、
容易に行えるようにし、コテのふっ飛びによる事故やダ
ボの破損又は摩耗が防止でき、仕上げ作業が容易で管内
壁面の良好な仕上げができるようにした、グラウト注入
孔形成用だぼ装置を提供しようとするものである。
The present invention has been made in consideration of the above-mentioned conventional circumstances. Even if the inner dowel is attached to a position lower than the concrete finishing surface so that the finishing iron is not blown off, the latter grout injection hole is not provided. The formation is reliable and reliable,
Provide a dowel device for forming a grout injection hole, which can be easily performed, can prevent accidents due to trowel splattering, damage or wear of dowels, can be easily finished and can finish the inner wall surface of the pipe well. It is what

【0007】[0007]

【課題を解決するための手段】上記の目的を達成するた
めの本発明の構成について、実施例に対応する図面を参
照して説明すると、本発明は、遠心成形するコンクリー
ト製ヒューム管Aにグラウト注入孔Bを形成するために
設置される、ソケット管1と外側ダボ2及び内側ダボ3
を備えた装置において、型枠30の取付孔31を通して型枠
30内に挿入され、内側ダボ2に着脱自在に結合されると
ともに、型枠30に着脱自在に締着可能とした取付具4
と、該取付具4のガイドパイプ15内に遊挿され、ヒュー
ム管Aの遠心成形後にヒューム管Aの内面側に押し出し
可能とした押上棒5と、該押上棒5の先端部に着脱自在
に結合され、押上棒5の引き戻しによって、内側ダボ3
の端面に被っているフレッシュコンクリ−ト32に食い込
みこれを除去するダボ抜きキャップ6を備えたことを特
徴とするものである。
The structure of the present invention for achieving the above object will be described with reference to the drawings corresponding to the embodiments. The present invention is to grout a concrete fume pipe A for centrifugal molding. The socket tube 1, the outer dowel 2 and the inner dowel 3 installed to form the injection hole B
In an apparatus equipped with
A mounting tool 4 that is inserted into the inside of the mold 30, is detachably coupled to the inner dowel 2, and is detachably fastened to the formwork 30.
And a push-up rod 5 that is loosely inserted into the guide pipe 15 of the fixture 4 and can be pushed out to the inner surface side of the fume pipe A after centrifugal formation of the fume pipe A, and detachably attached to the tip end portion of the push-up rod 5. The inner dowel 3 is connected by pulling back the push-up bar 5.
It is characterized in that it is provided with a dowel removing cap 6 that cuts into and removes the fresh concrete 32 covering the end surface of the above.

【0008】[0008]

【実施例】以下、本発明の実施例について図面を参照し
て説明する。本発明の装置は、図1、図2に示すよう
に、ヒューム管Aのコンクリート32に埋め込まれるソケ
ット管1と、ソケット管1の一端と型枠30との間に介在
させる外側ダボ2と、ソケット管1の他端に係接させる
内側ソケット3と、上記3者1,2,3を結合させる組
付具4と、成形後にダボ抜き取りに使用する押上棒5及
びダボ抜きキャップ6とにより構成されている。
Embodiments of the present invention will be described below with reference to the drawings. As shown in FIGS. 1 and 2, the device of the present invention includes a socket tube 1 embedded in a concrete 32 of a fume tube A, an outer dowel 2 interposed between one end of the socket tube 1 and a mold 30, It is composed of an inner socket 3 to be engaged with the other end of the socket tube 1, an assembling tool 4 for connecting the above three members 1, 2 and 3, a push-up rod 5 and a dowel removing cap 6 used for removing the dowel after molding. Has been done.

【0009】ソケット管1は、グラウト注入用のパイプ
36(図8参照)が挿入できる程度の径を有し、コンクリ
ート32の厚さの2分の1〜3分の1程度の長さに形成さ
れ、型枠30内の鉄筋に溶接により取り付けられる。外側
ダボ2は、型枠30と接する側が太く、ソケット管1と接
する側が細いテーパー状に形成され、その軸心部には、
後述する組付具4のガイドパイプ15を遊通できる軸孔7
が設けられている。
The socket tube 1 is a pipe for injecting grout.
It has a diameter that allows 36 (see FIG. 8) to be inserted, is formed to have a length of about 1/2 to 1/3 of the thickness of the concrete 32, and is attached to the reinforcing bar in the formwork 30 by welding. . The outer dowel 2 is formed in a taper shape in which the side in contact with the mold 30 is thick and the side in contact with the socket tube 1 is thin.
A shaft hole 7 through which a guide pipe 15 of an assembling tool 4 described later can freely pass
Is provided.

【0010】内側ダボ3は、ソケット管1と接する側が
細く他側が太いテーパー状に形成された本体8の小径端
より外ネジを有する取付軸部9が突設され、軸心部に
は、後述する押上棒5が遊通できる軸孔10が設けられて
いる。また、本体8の大径端部には、凹み部11が設けら
れており、この中には、中心部に十字切込み12を有する
ゴム製の蓋板13が本体8と面一に収められ、ビス14,14
により着脱自在に取り付けられている。
The inner dowel 3 is provided with a mounting shaft portion 9 having an outer screw projecting from a small diameter end of a main body 8 formed in a taper shape in which the side in contact with the socket tube 1 is thin and the other side is thick. A shaft hole 10 is provided through which the push-up bar 5 can freely pass. Further, the large-diameter end portion of the main body 8 is provided with a recessed portion 11, in which a rubber lid plate 13 having a cross cut 12 in the central portion is flush with the main body 8, Screw 14, 14
It is detachably attached by.

【0011】取付具4は、押上棒5を遊通できる径を有
し、一端に拡大頭部16が設けられ、他端側に相当の長さ
にわたり外ネジ17が設けられているガイドパイプ15と、
上記外ネジ17に螺合されている締付ナット18と、ガイド
パイプ15に遊嵌され、上記内側ダボ3の取付軸部9に着
脱自在に螺合する帽状の取付ナット19よりなっている。
The mounting tool 4 has a diameter that allows the push-up bar 5 to pass therethrough, an enlarged head 16 is provided at one end, and an external screw 17 is provided at the other end over a considerable length 15 When,
It comprises a tightening nut 18 screwed to the outer screw 17 and a cap-shaped mounting nut 19 which is loosely fitted to the guide pipe 15 and is detachably screwed to the mounting shaft portion 9 of the inner dowel 3. .

【0012】また、押上棒5は、上記ガイドパイプ15内
を遊通できる径の棒体20の一端に所要長さの首部21を介
して、ガイドパイプ15の内径より径大とした尖頭22が設
けられ、また、棒体20の他端には、ガイドパイプ15の内
径より大で外径より小としたストッパ23が設けられてい
る。そして、この押上棒5は、その尖頭22がガイドパイ
プ15の拡大頭部より外方に突出されるとともに、ストッ
パ23はガイドパイプ15の他端より突出された状態でガイ
ドパイプ15内に遊挿される。この場合、尖頭22またはス
トッパ23を棒体とネジ等で着脱自在としておけば上記の
遊挿が可能である。
Further, the push-up rod 5 has a pointed portion 22 having a diameter larger than the inner diameter of the guide pipe 15 via a neck portion 21 having a required length at one end of a rod body 20 having a diameter allowing free passage in the guide pipe 15. Further, a stopper 23 having a diameter larger than the inner diameter of the guide pipe 15 and smaller than the outer diameter thereof is provided at the other end of the rod body 20. The push-up bar 5 has a tip 22 protruding outward from the enlarged head of the guide pipe 15 and a stopper 23 protruding from the other end of the guide pipe 15 to play inside the guide pipe 15. Is inserted. In this case, if the tip 22 or the stopper 23 is detachably attached to the rod body with a screw or the like, the above-mentioned loose insertion is possible.

【0013】ダボ抜きキャップ6は、上記内側ダボ3の
本体8の大径部分より径大に形成された円板状の本体24
の一面側に、上記本体8の大径部分とほぼ同径とした環
状エッジ25が突設されているとともに、軸心部には内側
ダボ3の軸孔10とほぼ同径の軸孔26が設けられている。
また、本体24の他面には、押上棒5の首部21に係合でき
る掛止溝28を設けたストッパプレート27がピンネジ29を
中心に水平方向に回動自在に取り付けられている。
The dowel removing cap 6 is a disk-shaped main body 24 having a diameter larger than that of the main body 8 of the inner dowel 3.
An annular edge 25 having a diameter substantially equal to that of the large-diameter portion of the main body 8 is projectingly provided on one surface side, and a shaft hole 26 having a diameter substantially the same as the shaft hole 10 of the inner dowel 3 is formed in the shaft center portion. It is provided.
Further, on the other surface of the main body 24, a stopper plate 27 having a locking groove 28 that can be engaged with the neck portion 21 of the push-up bar 5 is attached rotatably in a horizontal direction around a pin screw 29.

【0014】次に、上記の装置の使用例について説明す
る。まず、図3に示すように、型枠30内に配置したヒュ
ーム管Aの鉄筋(図示を略す)にソケット管1を、型枠
30との間に外側ダボ2を介在させた状態で溶接結合す
る。他方、押上棒5の例えばストッパ23を取り外した状
態で組付具4のガイドパイプ15に挿入して再びストッパ
23を取り付けて、組付具4と押上棒5とを一緒にし、つ
いで、取付ナット19と取付軸部9との螺合により、組付
具4に内側ダボ3を取り付ける。そして、ガイドパイプ
15より締付ナット18を取り外した状態で、ガイドパイプ
15をソケット管1及び外側ダボ2の軸孔7に通し、更
に、型枠30にあらかじめ開設してある取付孔31より型枠
30外に突出させ、ガイドパイプ15に締付ナット18を螺合
して締め付ければ、内側ダボ3はソケット管1に圧接さ
れてだぼ装置の組付けを終えることになる。この場合、
内側ダボ3の端面が、形成されるコンクリートの仕上げ
面aより5mm以上低い位置となるように設定される。
Next, an example of use of the above device will be described. First, as shown in FIG. 3, the socket pipe 1 is attached to the rebar (not shown) of the fume pipe A arranged in the formwork 30.
Welded together with the outer dowel 2 in between. On the other hand, with the stopper 23 of the push-up bar 5 removed, the push-up rod 5 is inserted into the guide pipe 15 of the assembling tool 4 and is again stopped.
23 is attached, the assembling tool 4 and the push-up bar 5 are put together, and then the inner dowel 3 is attached to the assembling tool 4 by screwing the mounting nut 19 and the mounting shaft portion 9. And the guide pipe
With the tightening nut 18 removed from the 15,
15 through the socket tube 1 and the shaft hole 7 of the outer dowel 2, and further through the mounting hole 31 previously opened in the mold 30
If the inner dowel 3 is pressed out to the socket pipe 1 and the dowel device is assembled, the inner dowel 3 is brought into pressure contact with the socket pipe 1 by projecting it outside 30 and screwing the tightening nut 18 into the guide pipe 15. in this case,
The end face of the inner dowel 3 is set at a position lower than the finished surface a of the concrete to be formed by 5 mm or more.

【0015】ついで、上記型枠30内にコンクリートを打
設して型枠30を高速回転させれば、その遠心力により、
フレッシュコンクリート32は図4に示すように、所定の
厚さの管状をなし、だぼ装置はフレッシュコンクリート
32中に埋設されることになる。この場合、内側ダボ3は
蓋板13に上軸孔10が閉じられているので、打設コンクリ
ートの入り込むのが防止される。遠心成形後は、更に型
枠30を回転させながら、人手等により管内面に仕上コテ
(図示を略す)を当てて管内面を平滑化して仕上げる。
Next, if concrete is poured into the mold 30 and the mold 30 is rotated at a high speed, the centrifugal force causes
As shown in FIG. 4, the fresh concrete 32 has a tubular shape with a predetermined thickness, and the dowel device is a fresh concrete.
It will be buried in 32. In this case, since the upper shaft hole 10 is closed in the cover plate 13 of the inner dowel 3, the pouring concrete is prevented from entering. After the centrifugal molding, while further rotating the mold 30, a finishing trowel (not shown) is manually applied to the inner surface of the tube to smooth the inner surface of the tube for finishing.

【0016】成形されたヒューム管Aの脱型にあたって
は、脱型に先立ち、図5に示すように、押上棒5を型枠
30外から矢印のように押し込む。それにより尖頭22は蓋
板13の十字切込み12を押し開けた後、内側ダボ3の端面
上を覆っているフレッシュコンクリートを突き破って、
ヒューム管Aの内面上の突出することになり、押上棒5
はそのストッパ23がガイドパイプ15の端面に当るまで押
し上げられる。そこで、図6に示すように、突出した押
上棒5にダボ抜きキャップ6を、環状エッジ25がコンク
リート32に当たる方向にして挿入する。その際、ストッ
パプレート27は軸孔26を塞がぬように回動しておく。そ
して、軸孔26より押上棒5が突出したら、ストッパプレ
ート27を回動して掛止溝28を首部21に係合し、押上棒5
が抜け出ないようにする。
Before releasing the molded fume tube A from the mold, as shown in FIG.
30 Push in from the outside as shown by the arrow. Thereby, the point 22 pushes open the cross cut 12 of the cover plate 13, and then breaks through the fresh concrete covering the end face of the inner dowel 3,
The push-up rod 5 is projected on the inner surface of the fume tube A.
Is pushed up until its stopper 23 hits the end face of the guide pipe 15. Therefore, as shown in FIG. 6, the dowel removing cap 6 is inserted into the protruding push-up bar 5 in a direction in which the annular edge 25 contacts the concrete 32. At that time, the stopper plate 27 is rotated so as not to block the shaft hole 26. Then, when the push-up bar 5 projects from the shaft hole 26, the stopper plate 27 is rotated to engage the locking groove 28 with the neck portion 21, and the push-up bar 5 is pushed.
Do not get out.

【0017】その状態で、締付ナット18を締め込んで行
けば、図7に示すように、押上棒5をそのストッパ23を
持って矢印のように引き戻せば、ダボ抜きキャップ6は
その環状エッヂ25がフレッシュコンクリート32に食い込
んで行き、内側ダボ3の大径な端面外周に接することに
なり、内側ダボ3の端面に被っていたフレッシュコンク
リートが破壊され、除去さることになる。
In this state, if the tightening nut 18 is tightened, as shown in FIG. 7, the push-up bar 5 is pulled back with the stopper 23 as shown by the arrow, and the dowel removing cap 6 has its annular shape. The edge 25 bites into the fresh concrete 32 and comes into contact with the outer circumference of the large-diameter end surface of the inner dowel 3. The fresh concrete covering the end surface of the inner dowel 3 is destroyed and removed.

【0018】その後は、締付ナット18を取り外し、組付
具4及び押上棒5をヒューム管Aの内面側に押し出して
やれば、内側ダボ3、組付具4、押上棒5及びダボ抜き
キャップ6はともに脱出されることになる。そして、型
枠30を取り外し、外側ダボ2を抜き出せば、図8に示す
ように、ソケット管1を中にしてその両端側にダボ孔33
a,33bの連通したグラウト注入孔Bが形成されること
になるのである。
After that, the tightening nut 18 is removed, and the assembling tool 4 and the push-up rod 5 are pushed out to the inner surface side of the fume pipe A. Then, the inner dowel 3, the assembling tool 4, the pushing-up rod 5 and the dowel removing cap are removed. Both 6 will escape. Then, the form 30 is removed, and the outer dowel 2 is pulled out. As shown in FIG. 8, with the socket tube 1 inside, dowel holes 33 are provided at both ends thereof.
Thus, the grout injection hole B in which a and 33b communicate with each other is formed.

【0019】[0019]

【発明の効果】以上説明したように、本発明によれば、
内側ダボをコンクリート中に埋設させるようにしてヒュ
ーム管の遠心成形を行うことができ、したがって、従来
のように、ヒューム管の内面仕上げにおいて、仕上げコ
テが内側ダボに接触して、作業員に多大な負担や危険を
及ぼすことなく、又は機械仕上げにおいても機械に損傷
を与えることがないとともに、内側ダボの破損又は摩耗
を防止することができ、作業の安全性と装置の経済性の
向上に寄与するものである。
As described above, according to the present invention,
The fume tube can be centrifugally formed by embedding the inner dowel in the concrete, and therefore, in the conventional inner surface finishing of the fume tube, the finishing iron comes in contact with the inner dowel, which causes a great deal of labor to the worker. The machine does not damage the machine even in the case of machine finishing, and it prevents damage or wear of the inner dowel, contributing to the improvement of work safety and the economical efficiency of the device. To do.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明装置の一実施例による組付けた状態の正
断面図。
FIG. 1 is a front sectional view of an assembled state according to an embodiment of a device of the present invention.

【図2】同各部材を分離して示した正断面図である。FIG. 2 is a front sectional view showing each member separately.

【図3】本発明装置の型枠取付状態を示す正断面図であ
る。
FIG. 3 is a front cross-sectional view showing a state in which the apparatus of the present invention is mounted on a mold.

【図4】同遠心成形した状態を示す正断面図である。FIG. 4 is a front cross-sectional view showing a state of the same centrifugal molding.

【図5】同押上棒をフレッシュコンクリートより突出さ
せた状態を示す正断面図である。
FIG. 5 is a front cross-sectional view showing a state where the push-up bar is projected from fresh concrete.

【図6】同ダボ抜きキャップを取り付けた状態を示す正
断面図である。
FIG. 6 is a front sectional view showing a state in which the dowel removing cap is attached.

【図7】同ダボ抜きキャップをフレッシュコンクリート
に食い込ませた状態を示す正断面図である。
FIG. 7 is a front cross-sectional view showing a state in which the dowel removing cap is digged into fresh concrete.

【図8】本発明装置により形成されたグラウト注入孔を
示す正断面図である。
FIG. 8 is a front sectional view showing a grout injection hole formed by the device of the present invention.

【図9】ヒューム管の推進土を説明する縦断面図であ
る。
FIG. 9 is a vertical cross-sectional view illustrating a propulsion soil for a fume tube.

【図10】従来装置を示す正断面図である。FIG. 10 is a front cross-sectional view showing a conventional device.

【図11】従来の形成されたグラウト注入孔を示す正断面
図である。
FIG. 11 is a front sectional view showing a conventional grout injection hole formed.

【符号の説明】[Explanation of symbols]

A ヒューム管 B グラウト注入孔 a コンクリート仕上げ面 1 ソケット管 2 外側ダボ 3 内側ダボ 4 組付具 5 押上棒 6 ダボ抜きキャップ 7 軸孔 9 取付軸部 10 軸孔 12 蓋孔 13 十字切込み 15 ガイドパイプ 18 締付ナット 19 取付ナット 21 首部 22 尖頭 23 ストッパ 25 環状エッジ 26 軸孔 27 ストッププレート 28 掛止溝 30 型枠 31 取付孔 32 フレッシュコンクリート A Hume pipe B Grout injection hole a Concrete finish surface 1 Socket pipe 2 Outer dowel 3 Inner dowel 4 Assembly tool 5 Push-up rod 6 Dowel removal cap 7 Shaft hole 9 Mounting shaft part 10 Shaft hole 12 Lid hole 13 Cross cut 15 Guide pipe 18 Tightening nut 19 Mounting nut 21 Neck 22 Point 23 Stopper 25 Annular edge 26 Shaft hole 27 Stop plate 28 Lock groove 30 Formwork 31 Mounting hole 32 Fresh concrete

Claims (1)

【特許請求の範囲】[Claims] 遠心成形するコンクリート製ヒューム管にグラウト注入
孔を形成するために設置される、ソケット管と外側ダボ
及び内側ダボを備えた装置において、型枠の取付孔を通
して型枠内に挿入され、内側ダボに着脱自在に結合され
るとともに、型枠に着脱自在に締着可能とした取付具
と、該取付具のガイドパイプ内に遊挿され、ヒューム管
の遠心成形後にヒューム管の内面側に押し出し可能とし
た押上棒と、該押上棒の先端部に着脱自在に結合され、
押上棒の引き戻しによって、内側ダボの端面に被ってい
るフレッシュコンクリ−トに食い込みこれを除去するダ
ボ抜きキャップを備えたことを特徴とする、ヒューム管
のグラウト注入孔形成用だぼ装置。
In a device equipped with a socket tube, an outer dowel and an inner dowel, which is installed to form a grout injection hole in a concrete fume pipe to be centrifugally molded, the device is inserted into the form through the mounting hole of the form, A fitting that is detachably coupled and that can be detachably fastened to the mold, and is loosely inserted into the guide pipe of the fitting, and can be extruded to the inner surface side of the fume tube after centrifugal molding of the fume tube. And a push-up rod that is detachably coupled to the tip of the push-up rod,
A dowel device for forming a grout injection hole in a fume tube, comprising a dowel removing cap that bites into and removes the fresh concrete covering the end surface of the inner dowel by pulling back the push-up rod.
JP35085593A 1993-12-28 1993-12-28 Doweling device for forming grout pouring hole of hume pipe Pending JPH07195330A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35085593A JPH07195330A (en) 1993-12-28 1993-12-28 Doweling device for forming grout pouring hole of hume pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35085593A JPH07195330A (en) 1993-12-28 1993-12-28 Doweling device for forming grout pouring hole of hume pipe

Publications (1)

Publication Number Publication Date
JPH07195330A true JPH07195330A (en) 1995-08-01

Family

ID=18413352

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35085593A Pending JPH07195330A (en) 1993-12-28 1993-12-28 Doweling device for forming grout pouring hole of hume pipe

Country Status (1)

Country Link
JP (1) JPH07195330A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114800777A (en) * 2022-05-23 2022-07-29 钱正财 Gypsum mould repairing process
CN115059263A (en) * 2022-07-28 2022-09-16 中国十七冶集团有限公司 Installation method of security door

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114800777A (en) * 2022-05-23 2022-07-29 钱正财 Gypsum mould repairing process
CN114800777B (en) * 2022-05-23 2023-08-22 钱正财 Gypsum mould repairing process
CN115059263A (en) * 2022-07-28 2022-09-16 中国十七冶集团有限公司 Installation method of security door

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