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JP3680566B2 - CONCRETE STRUCTURE THROUGH HOLE MOLDING DEVICE AND CONCRETE STRUCTURE THROUGH HOLE MANUFACTURING METHOD - Google Patents
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JP3680566B2 - CONCRETE STRUCTURE THROUGH HOLE MOLDING DEVICE AND CONCRETE STRUCTURE THROUGH HOLE MANUFACTURING METHOD - Google Patents

CONCRETE STRUCTURE THROUGH HOLE MOLDING DEVICE AND CONCRETE STRUCTURE THROUGH HOLE MANUFACTURING METHOD Download PDF

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JP3680566B2
JP3680566B2 JP21267498A JP21267498A JP3680566B2 JP 3680566 B2 JP3680566 B2 JP 3680566B2 JP 21267498 A JP21267498 A JP 21267498A JP 21267498 A JP21267498 A JP 21267498A JP 3680566 B2 JP3680566 B2 JP 3680566B2
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Prior art keywords
hole
concrete structure
forming
tube body
opening
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JP2000043018A (en
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武美 伊藤
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Sumitomo Riko Co Ltd
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Tokai Rubber Industries Ltd
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Description

【0001】
【産業上の利用分野】
本発明は、貫通孔を有するコンクリート構造体を製造する際に所定間隔を隔てて対向する一対の型枠の開口に両端部が保持される貫通孔成形用装置及びそれを用いた貫通孔製造方法で、特に、長スパンのプレキャストセグメント工法に有用である。
【0002】
【従来技術】
貫通孔の長さが1m以下の程度のものは、スパイラルシース管のみを両型枠開口に保持して貫通孔が成形されることが多い。貫通孔の長さが略1mを超えるものは、剛性補強体として鋼製、硬質塩ビ製等の剛性パイプに貫通孔の形成体としてのシース管を外装したものが両型枠開口に保持される装置が知られている。この装置では、コンクリート材料の固化後に該パイプを抜去し該開口からはみ出しているシース管の各々切断・除去の仕上作業が行われる。この仕上作業は上記1m以下の貫通孔製造でも同様に行われる。
【0003】
【発明が解決しようとする課題】
しかし、上記装置は以下の問題を有している。スパイラルシース管のみの使用は、コンクリート打設の圧力、重量により成形される貫通孔の変形あるいは長さ方向の曲りが容易に発生する。これを防止するためシース管に挿入される剛性パイプは、長スパンの貫通孔の場合に重くなりコンクリート打設現場の人手による取扱い、保管が容易でない。また、貫通孔の開口からはみ出したシース管の切断・除去・その端面の研磨等の仕上作業が避けられない。更に、シース管内周面と剛性パイプ外周面の間に余剰の隙間があるためコンクリート打設の圧力、重量により、シース管の外周面に落込み、凹み等の変形を起こし易いし、あるいは、剛性パイプが型枠に保持されているのでシース管が型枠開口の径方向に位置ずれを起こし易のと、該パイプの抜去しが困難になり易い。これにより、シース管に適合するパイプの外径の選択が容易でなくコンクリート打設の事前試行が必要となる場合もある。
【0004】
更に、シース管を型枠開口に挿入することを容易にするため、シース管の外径が型枠開口の口径より小さいためその隙間からコンクリート材料の吐露漏れは避けられない。特に、長スパンのプレキャストセグメント工法の場合、製造された該セグメントが吐露漏れにより貫通孔の開口部付近の強度不足強いては機能への影響が懸念される。また、吐露漏れしたコンクリートの剥離等の仕上作業が必須となる。
【0005】
本発明は、これら問題に鑑みなされたもので、コンクリート構造体の貫通孔成形用装置及びそれを用いた貫通孔製造方法を提供するもので、第1の課題は装置の軽量化・縮小化で装置の搬入・架設・抜去し・保管等の取扱いを著しく容易にすること、第2の課題は長スパンに渡る貫通孔の形成体の変形防止を図ること、第3の課題は型枠の開口からのコンクリート材料の吐露漏れがないこととしている。
【0006】
【課題を解決するための手段】
上記課題を解決する請求項1記載の発明は、貫通孔を有するコンクリート構造体を製造する際に用いられる貫通孔成形用装置において、該装置は、流体の入出により膨縮可能にした柔軟性のチューブ体と、該チューブ体に外装し前記孔の形成体として所定形状をした可撓性の筒状体とで構成されており、該装置の両端部が所定間隔を隔てて対向する一対の型枠の開口に各々保持される場合に、該両端部が該チューブ体であり、該装置の該筒状体の両開口が前記型枠開口間の内側に各々位置していることを特徴とする手段を有している
【0007】
このことより、該装置のチューブ体が流体の入出で径方向の膨縮及び長さ方向の折畳みが可能となり、チューブ体が軽量化・縮小化しその搬入・架設・保持・抜去し・保管の取扱いが著しく容易になる。更に、所定形状をした筒状体の内周面の略全長に加圧膨張したチューブ体が密着するため、該チューブ体が剛性の補強体としての機能を持つことになり前記孔の形成体の変形及び位置ずれ防止となる。更に、両型枠の開口に保持される装置の端部が加圧膨張した柔軟なチューブ体のため、該開口からのコンクリート材料の吐露漏れがなくなる。更に、筒状体の全長が型枠内に埋設されるためコンクリート構造体の開口部仕上作業は不要となる。
【0008】
請求項記載の発明は、請求項1において、チューブ体がゴム製ホースであることを特徴とする手段を有する。このことより、所定形状をした筒状体の内周面に密着するチューブ体に流体加圧されたゴム弾性が付加するため、該チューブ体が剛性の補強体としての機能をより強化することになる。更に、該チューブ体がゴム弾性による膨張容易性のため筒状体の口径に合うチューブ体の選択は容易となる。
【0009】
請求項記載の発明は、請求項1乃至請求項において、筒状体がスパイラルシース管であることを特徴とする手段を有する。このことより、筒状体が薄肉・軽量・安価で入手が容易なプレキャスト用スパイラルシース管で可撓性もあるため取扱い易く、型枠内の形状保持性及びシース管とチューブ体との剥離性も良くなり、チューブ体の挿入・抜去しが容易となる。このことで、長スパンのプレキャストセグメント工法によるコンクリート構造体に100〜150個前後の貫通孔を成形する場合でも確実にチューブ体の繰返し再使用回数が増加しコンクリート打設作業の効率が向上する。
【0010】
請求項記載の発明は、請求項1乃至請求項において、型枠開口間の内側に位置する筒状体の開口の内径が前記型枠開口の内径より小であることを特徴とする手段を有する。このことより、筒状体の開口から型枠開口までは膨張したチューブ体が貫通孔を成形することになり、貫通孔が開口方向に漸次拡径する。これにより、隣合うコンクリート構造体の貫通孔の開口部が各々大きいため、該開口部の間に生じる段差によるPC鋼線、ケーブル線等の挿通性不良の防止となる。更に、上記既設のコンクリート構造体の開口部にチューブ体の一端部を挿入して新たに型枠を隣接することができるため、作業用隙間のない所で貫通孔を有するコンクリート構造体の製造が可能となる。
【0011】
請求項記載の発明は、請求項1乃至請求項記載の装置を用いたコンクリート構造体の貫通孔製造方法において、該装置の両端部を所定の前記型枠開口に架設し、流体の注入で該チューブ体を加圧膨張し該筒状体の内周面に密着させることで該装置を形成する工程と、前記型枠内にコンクリート材料を注入し固化するまで該装置を保持した後、該流体の排出で該チューブ体を収縮し抜去ることで該筒状体を前記孔の形成体とする工程とからなることで、前記孔の形成体の変形を防止することを特徴とする手段を有する。このようにすれば、請求項1乃至請求項記載の発明と同じく上述の課題を解決することができる。
【0012】
請求項記載の発明は、請求項乃至請求項記載の装置を用いたコンクリート構造体の貫通孔製造方法において、該装置の両端部を所定の前記型枠開口に架設し、流体の注入で該チューブ体を加圧膨張し該筒状体及び前記型枠開口の各々内周面に密着させることで該装置を形成する工程と、前記型枠内にコンクリート材料を注入し固化するまで該装置を保持した後、該流体の排出で該チューブ体を収縮し抜去ることで該筒状体を前記孔の形成体とする工程とからなることで、該装置と前記型枠開口との隙間からのコンクリート材料の吐露漏れを防止することを特徴とする手段を有している。このようにすれば、請求項乃至請求項記載の発明と同じく上述の課題を解決することができる。
【0013】
請求項記載の発明は、請求項において、請求項記載の装置を用いて、貫通孔が開口方向に漸次拡径していることを特徴とする手段を有する。このようにすれば、請求項記載の発明と同じく上述の課題を解決することができる。
【0014】
【発明の実施の形態】
チューブ体は、厚み4〜10mmのゴム製あるいは柔軟な樹脂製で、膨縮できるものであれば良い。使用する加圧力によっては補強繊維がスパイラル状に内装されたゴム製ホースが特に有効である。該チューブ体の両端部に加圧密封できるための金具が各々付き、一端側の金具に給排気バルブの付いたパイプ、他端側の金具に密閉栓を備えている。また、密閉栓に替えてホース継手金具とすることができる。該パイプにバルブの他に必要に応じ圧力計あるいは調整弁を備えても良い。
【0015】
筒状体は、可撓性の鋼板、アルミ製、硬質段ボールあるいは硬質樹脂製等でいずれも厚み0.3〜5mmの薄肉のもので、その形状は製造される貫通孔の3角形、方形、円形あるいは楕円形等の所要形状をしており、該形状の強度はチューブ体の挿入が容易にできる程度に該形状を維持できるもので良い。筒状体は成形された貫通孔から取除いても良いが、好ましくは、薄肉・軽量・安価で可撓性もあり形状保持が良く容易に入手でき、孔の周壁にも使用できるプレキャスト用スパイラルシース管が有効である。
【0016】
特に、筒状体の長さは、該筒状体の両開口の位置が両型枠の開口間の内側に各々位置する長さのもであれば良い。好ましくは、該位置が該型枠開口より各々50〜100mm程度の所にあると、貫通孔の直進性確保のために良い。
【0017】
更に、筒状体の両開口の位置が両型枠の開口より各々50〜100mm程度で、且つ、該筒状体の口径が該型枠開口の口径より10〜20mm程度小にすると貫通孔が開口方向に漸次拡径することが容易にできる。
【0018】
両型枠間が長スパンの場合は、複数の筒状体を直列にすることにより、また、必要によりチューブ体も同様にホース金具継手を用いて直列に繋ぐことにより、装置の長尺化が容易に可能となる。
【0019】
貫通孔を有するコンクリート構造体を製造する際に、前記孔の形成体となる筒状体の変形を防止する手段の装置を形成する工程は、チューブ体に外装した筒状体で構成される装置の両端部が所定間隔を隔てて対向する一対の型枠の開口に各々該チューブ体が保持されその開口の内周面に該チューブ体が加圧膨張し密着する次に、前記孔の形成体とする工程は、型枠内にコンクリート材料の注入・固化を行う。必要ならば圧力計あるいは調整弁により装置の形状を保持しコンクリートの固化後、該流体を排出しチューブ体を縮径・抜去ることによる。
【0020】
特に、型枠の開口からのコンクリート材料の吐露漏れを防止する手段、貫通孔が開口の方向に漸次拡径する手段及び貫通孔開口部の仕上作業を不要とする手段は、筒状体の両開口が前記型枠開口間の内側に各々位置する上述の該筒状体をチューブ体に外装し、該チューブ体を両型枠開口に架設し、該チューブ体を加圧膨張し該型枠開口及び該筒状体の各々内周面に密着させて、チューブ体を両型枠開口に保持することによる。
【0021】
【実施例】
以下、本発明の実施例を図面に基づき説明する。図1は、貫通孔が開口方向に漸次拡径したコンクリート構造体の製造で、筒状体2を外装したチューブ体3が一対の両型枠の開口41、42に保持された貫通孔成形用装置1の長さ方向上半分断面図を含む側面図が示されている。開口41、42の口径は90mmφである。参考例である図2は、チューブ体3に外装した筒状体2が開口42に保持され、対向する開口41にチューブ体3が保持された場合の貫通孔成形用装置1の長さ方向上半分断面図を含む側面図が示されている。図3は、チューブ体3の長さ方向上半分の断面図。図4は、方形の筒状体2に円筒状のチューブ体3が膨張拡径した貫通孔成形用装置1の径方向断面図。図5は、プレキャストセグメント工法による幅33m、長さ5mのコンクリート構造体6の用途を説明するための正面図。PC鋼線、ケーブル線等が挿入される貫通孔で90mmφの開口5が十数箇所例示されている。
【0022】
図1の筒状体2は、厚み0.3mm、口径80mmφ、長さ4.9mのプレキャスト用スパイラルシース管である。
【0023】
図3のチューブ体3は、厚み6mm、外径68mmφ、長さ6.25mで両端に金具31,32が付いたゴム製ホースで、補強繊維34がスパイラル状に2層内装され設計耐圧7.0kg/cm2で、加圧2.0kg/cm2のとき外径が92mmφとすることができる。チューブ体3は図6の如く、折畳むことができる。金具31は給排気バルブ(図示せず)の付いたパイプ33を備え、金具32は密閉栓(図示せず)を備える。
【0024】
図1による貫通孔製造方法の装置1を形成する工程は、筒状体2の両開口が両型枠開口41、42間の内側に各々位置するようにチューブ体3に外装され、チューブ体3を両型枠開口41,42に架設する。次に、パイプ33を通して加圧空気2kg/cm2を注入しチューブ体3を加圧膨張して両型枠開口41,42及び筒状体2の各々内周面に密着させて、チューブ体3を両型枠開口41、42に保持することにより装置1となる。
【0025】
前記孔の形成体とする工程は、型枠4の内側にコンクリート材料を注入し固化後、該空気を排出しチューブ体3を収縮・抜去することにより筒状体2は前記孔の形成体となる。
【0026】
上記実施例の方法による筒状体2の変形防止効果は、全長200mmの筒状体2を外装したチューブ体3に空気加圧を2.0kg/cm2行い、該筒状体の全長を圧縮試験機で径方向に204kg/cm2まで徐々に加圧した後除圧し、該チューブ体を抜去した後の筒状体2の口径に変形が目視されなかった。
【0027】
【発明の作用及び効果】
以上、本発明を詳細に説明したように、特に長スパンのコンクリート構造体で多数の貫通孔を成形する装置及びその貫通孔製造方法は、チューブ体が軽量かつ折り畳むことができるため取扱いが格段に容易となる。更に、加圧膨張した可撓性のチューブ体が所定形状をした筒状体と一体化することで、剛性の補強体として機能するため前記孔の形成体としての筒状体の変形防止となる。特に、型枠の開口に保持されのが加圧膨張したゴム製の弾性チューブ体のとき、コンクリート材料の吐露漏れ防止効果と剛性の補強体として機能が顕著となる。
【0028】
更に、筒状体が薄肉・軽量・安価なプレキャスト用スパイラルシース管は可撓性もあるので、その取扱い易く、形状保持性及びチューブ体との剥離性も良いため、チューブ体の挿入・抜去しが容易となりチューブ体の耐久性も向上する。更に、前記孔の形成体として筒状体の両開口の位置が両型枠開口間の各々内側に位置するとき、貫通孔の両端開口部の仕上作業がなくなる。更に、該筒状体の内径を両型枠開口の内径より小とする装置により貫通孔を各々開口方向に漸次拡径することができる。
【図面の簡単な説明】
【図1】 本実施例のチューブ体が両型枠開口に保持された装置の長さ方向断面図を含む側面図。
【図2】 本参考例の筒状体が一方の型枠開口に保持され、対向する型枠開口にチューブ体が保持された場合の装置の長さ方向断面図を含む側面図。
【図3】 本実施例のチューブ体の長さ方向上半分断面図。
【図4】 チューブ体に方形の筒状体を外装した場合の装置の径方向断面図。
【図5】 プレキャストセグメント工法によるコンクリート構造体の用途を説明する正面図。
【図6】 本実施例のチューブ体を折畳んで保管している概要図。
【符号の説明】
1 装置
2 筒状体
3 チューブ体
31、32 チューブ体の両端末の金具
4 型枠
41、42 型枠の開口部
5 貫通孔の開口部
[0001]
[Industrial application fields]
The present invention relates to a through-hole forming apparatus in which both end portions are held in openings of a pair of molds facing each other at a predetermined interval when manufacturing a concrete structure having a through-hole, and a through-hole manufacturing method using the same In particular, it is useful for the long-span precast segment method.
[0002]
[Prior art]
When the length of the through-hole is about 1 m or less, the through-hole is often formed by holding only the spiral sheath tube at both mold openings. A through hole having a length exceeding about 1 m is a rigid pipe made of steel, hard vinyl chloride or the like with a sheath tube as a through hole formed body, and is held by both mold openings. The device is known. In this apparatus, after the concrete material is solidified, the pipe is removed, and finishing operations for cutting and removing the sheath tube protruding from the opening are performed. This finishing operation is performed in the same manner in the production of through holes of 1 m or less.
[0003]
[Problems to be solved by the invention]
However, the above apparatus has the following problems. When only the spiral sheath tube is used, deformation of the through-hole formed by the pressure and weight of the concrete placement or weight is easily generated. In order to prevent this, the rigid pipe inserted into the sheath pipe becomes heavy in the case of a long-span through hole, and is not easy to handle and store manually at the concrete placement site. In addition, finishing operations such as cutting / removal of the sheath tube protruding from the opening of the through hole and polishing of its end face are inevitable. Furthermore, since there is an excess gap between the inner peripheral surface of the sheath tube and the outer peripheral surface of the rigid pipe, it is likely to drop into the outer peripheral surface of the sheath tube due to the pressure and weight of the concrete casting, and deformation such as dents is likely to occur. Since the pipe is held by the mold, the sheath tube is likely to be displaced in the radial direction of the mold opening, and it is difficult to remove the pipe. Thereby, it is not easy to select the outer diameter of the pipe suitable for the sheath tube, and it may be necessary to make a prior trial for placing concrete.
[0004]
Furthermore, in order to facilitate the insertion of the sheath tube into the mold opening, the outer diameter of the sheath tube is smaller than the diameter of the mold opening, so that leakage of the concrete material from the gap is inevitable. In particular, in the case of a long-span precast segment method, there is a concern that the manufactured segment may have insufficient strength near the opening of the through-hole due to discharge leakage, which may affect the function. In addition, finishing work such as peeling of the leaked concrete is essential.
[0005]
The present invention has been made in view of these problems, and provides a through-hole forming apparatus for a concrete structure and a through-hole manufacturing method using the same. The first problem is to reduce the weight and reduce the size of the apparatus. Remarkably facilitate handling, installation, removal, storage, etc. of the equipment, the second problem is to prevent deformation of the through-hole formation over the long span, and the third problem is the opening of the mold There is no leaking of concrete material from
[0006]
[Means for Solving the Problems]
The invention according to claim 1, which solves the above-mentioned problem, is a through-hole forming device used when manufacturing a concrete structure having a through-hole, and the device is flexible so that it can be expanded and contracted by fluid entry and exit. A pair of molds that are configured by a tube body and a flexible cylindrical body that is externally mounted on the tube body and has a predetermined shape as the hole forming body, with both ends of the device facing each other at a predetermined interval When both are held in the openings of the frame, the both ends are the tube bodies, and both openings of the cylindrical body of the device are respectively located inside the mold opening. Have means .
[0007]
As a result, the tube body of the device can be expanded and contracted in the radial direction and folded in the length direction by entering and exiting the fluid, and the tube body can be reduced in weight and reduced in size, and can be carried in, installed, held, removed, and stored. Is significantly easier. Furthermore, since the tube body that has been pressurized and expanded closely adheres to the substantially entire length of the inner peripheral surface of the cylindrical body having a predetermined shape, the tube body has a function as a rigid reinforcing body, and the hole forming body This prevents deformation and displacement. Furthermore, since the end portion of the apparatus held in the openings of both molds is a flexible tube body that is pressurized and expanded, there is no leakage of the concrete material from the openings. Furthermore, since the entire length of the cylindrical body is embedded in the mold, the finishing work for the opening of the concrete structure is not necessary.
[0008]
According to a second aspect of the invention, it comprises means and wherein the Oite to claim 1, the tube body is a rubber hose. From this, since the rubber elasticity that is fluid-pressed is added to the tube body that is in close contact with the inner peripheral surface of the cylindrical body having a predetermined shape, the tube body further enhances its function as a rigid reinforcing body. Become. Further, since the tube body is easily expanded due to rubber elasticity, it is easy to select a tube body that matches the diameter of the cylindrical body.
[0009]
According to a third aspect of the present invention, in the first or second aspect , the cylindrical body is a spiral sheath tube. As a result, the tubular body is a thin-walled, lightweight, inexpensive, and easily available precast spiral sheath tube that is flexible and easy to handle, and retains its shape inside the mold and peels off the sheath tube and tube body. And the tube body can be easily inserted and removed. Thus, even when about 100 to 150 through-holes are formed in a concrete structure by a long-span precast segment method, the number of repeated reuses of the tube body is surely increased and the efficiency of the concrete placing work is improved.
[0010]
According to a fourth aspect of the present invention, in any one of the first to third aspects, the inner diameter of the opening of the cylindrical body located inside the mold opening is smaller than the inner diameter of the mold opening. Have Accordingly, the expanded tube body forms a through hole from the opening of the cylindrical body to the mold opening, and the through hole gradually expands in the opening direction. Thereby, since the opening part of the through-hole of an adjacent concrete structure is each large, it becomes prevention of the penetration defect of PC steel wire, a cable wire, etc. by the level | step difference produced between this opening part. Further, since one end of the tube body can be inserted into the opening of the existing concrete structure to newly adjoin the formwork, the manufacture of the concrete structure having a through hole in a place where there is no work gap is possible. It becomes possible.
[0011]
According to a fifth aspect of the present invention, there is provided a method for producing a through hole in a concrete structure using the apparatus according to any one of the first to fourth aspects, wherein both ends of the apparatus are installed on the predetermined formwork opening to inject fluid. And the step of forming the device by pressurizing and expanding the tube body and bringing it into intimate contact with the inner peripheral surface of the cylindrical body, and holding the device until the concrete material is poured into the mold and solidified, The tube body is contracted and removed by discharging the fluid, thereby forming the cylindrical body as the hole forming body, thereby preventing deformation of the hole forming body. Have By doing so, the above-described problems can be solved as in the inventions of the first to fourth aspects.
[0012]
According to a sixth aspect of the present invention, in the method for producing a through hole in a concrete structure using the apparatus according to any one of the first to fourth aspects, both ends of the apparatus are installed in the predetermined formwork opening to inject fluid. And forming the device by pressurizing and expanding the tube body and bringing it into close contact with the inner peripheral surfaces of the cylindrical body and the mold opening, and until the concrete material is poured into the mold and solidified. And holding the device, and then shrinking and removing the tube body by discharging the fluid, thereby forming the cylindrical body as the formation body of the hole, thereby forming a gap between the device and the formwork opening. Means for preventing the leakage of dew from the concrete material. In this way, it is possible to solve the same problems described above with the invention of claims 1 to 4, wherein.
[0013]
According to a seventh aspect of the present invention, in the sixth aspect of the present invention, the apparatus according to the fourth aspect is provided, wherein the through hole is gradually expanded in the opening direction. In this way, the above-described problem can be solved as in the fourth aspect of the invention.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
The tube body may be made of rubber or flexible resin having a thickness of 4 to 10 mm and capable of expanding and contracting. Depending on the applied pressure, a rubber hose in which reinforcing fibers are housed in a spiral shape is particularly effective. Metal fittings that can be pressurized and sealed are attached to both ends of the tube body, a pipe with an air supply / exhaust valve is attached to the metal fitting on one end side, and a sealing plug is provided on the metal fitting on the other end side. Moreover, it can replace with a sealing stopper and can be set as a hose coupling metal fitting. In addition to the valve, the pipe may be provided with a pressure gauge or an adjustment valve as necessary.
[0015]
The cylindrical body is made of a flexible steel plate, aluminum, hard corrugated cardboard, hard resin, etc., all having a thickness of 0.3 to 5 mm, and the shape thereof is a triangle, square, It has a required shape such as a circle or an ellipse, and the strength of the shape may be such that the shape can be maintained to such an extent that the tube body can be easily inserted. The cylindrical body may be removed from the molded through-hole, but preferably it is a thin, lightweight, inexpensive, flexible, shape-retaining, easily available, and precast spiral that can also be used on the peripheral wall of the hole A sheath tube is effective.
[0016]
In particular, the length of the cylindrical body only needs to be such that the positions of both openings of the cylindrical body are respectively located inside the openings of both molds. Preferably, when the positions are about 50 to 100 mm each from the opening of the formwork, it is good for ensuring straightness of the through hole.
[0017]
Furthermore, when the positions of both openings of the cylindrical body are about 50 to 100 mm from the openings of both molds and the diameter of the cylindrical body is about 10 to 20 mm smaller than the diameter of the mold openings, the through holes are formed. It is easy to gradually increase the diameter in the opening direction.
[0018]
When both spans are long spans, the length of the device can be increased by connecting multiple cylindrical bodies in series, and if necessary, connecting the tube bodies in series using hose fittings as well. Easy to do.
[0019]
When manufacturing a concrete structure having a through-hole, the step of forming a device for preventing deformation of the cylindrical body that forms the hole is an apparatus constituted by a cylindrical body that is sheathed on a tube body. each end portions of the opening of the pair of molds to face each other with a predetermined distance, is the tube body holding, the tube body is close contact expanded pressure to the inner peripheral surface of the opening. Next, in the step of forming the hole, the concrete material is poured and solidified in the mold. If necessary, the shape of the apparatus is maintained by a pressure gauge or a regulating valve, and after solidifying the concrete, the fluid is discharged and the tube body is reduced in diameter and removed.
[0020]
In particular, means for preventing leakage of concrete material from the opening of the formwork, means for gradually increasing the diameter of the through hole in the direction of the opening, and means for eliminating the work of finishing the opening of the through hole are provided on both sides of the cylindrical body. The tubular body described above, each having an opening positioned inside the mold opening, is externally mounted on a tube body, the tube body is installed on both mold opening, the tube body is pressurized and expanded, and the mold opening In addition, the tube bodies are held in close contact with the inner peripheral surfaces of the cylindrical bodies, and the tube bodies are held in both mold frame openings.
[0021]
【Example】
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a concrete structure in which through-holes are gradually enlarged in the opening direction. For forming through-holes in which a tube body 3 with a cylindrical body 2 is held in openings 41 and 42 of a pair of both molds. A side view is shown, including a cross-sectional view of the upper half of the device 1 in the longitudinal direction. The apertures 41 and 42 have a diameter of 90 mm. FIG. 2 which is a reference example shows the longitudinal direction of the through-hole forming apparatus 1 when the tubular body 2 sheathed on the tube body 3 is held in the opening 42 and the tube body 3 is held in the opening 41 facing each other. A side view including a half-sectional view is shown. FIG. 3 is a cross-sectional view of the upper half of the tube body 3 in the length direction. FIG. 4 is a radial cross-sectional view of the through-hole forming apparatus 1 in which a cylindrical tube body 3 expands and expands into a square cylindrical body 2. FIG. 5 is a front view for explaining the use of the concrete structure 6 having a width of 33 m and a length of 5 m by the precast segment construction method. Dozens of 90 mmφ openings 5 are illustrated as through holes into which PC steel wires, cable wires and the like are inserted.
[0022]
The cylindrical body 2 in FIG. 1 is a precast spiral sheath tube having a thickness of 0.3 mm, a diameter of 80 mmφ, and a length of 4.9 m.
[0023]
3 is a rubber hose with a thickness of 6 mm, an outer diameter of 68 mmφ, a length of 6.25 m, and metal fittings 31 and 32 at both ends. When the pressure is 0 kg / cm 2 and the pressure is 2.0 kg / cm 2 , the outer diameter can be 92 mmφ. The tube body 3 can be folded as shown in FIG. The metal fitting 31 includes a pipe 33 with a supply / exhaust valve (not shown), and the metal fitting 32 includes a sealing plug (not shown).
[0024]
The step of forming the device 1 of the through hole manufacturing method according to FIG. 1 is carried out by covering the tube body 3 so that both openings of the cylindrical body 2 are located inside the mold opening 41 and 42, respectively. Is installed in both mold opening 41 and 42. Next, 2 kg / cm 2 of pressurized air is injected through the pipe 33 to pressurize and expand the tube body 3 so that the tube body 3 is brought into close contact with the inner peripheral surfaces of the both mold openings 41 and 42 and the cylindrical body 2. Is held in both mold openings 41 and 42 to form the apparatus 1.
[0025]
In the step of forming the hole-forming body, the concrete material is injected into the inside of the mold 4 and solidified, and then the air is discharged and the tube body 3 is contracted and removed, whereby the cylindrical body 2 is formed with the hole-forming body. Become.
[0026]
The deformation preventing effect of the cylindrical body 2 by the method of examples, the cylindrical body 2 an exterior tubing member 3 to 2.0 kg / cm 2 performs air pressurization of the total length 200 mm, compressing the entire length of the tubular body After the pressure was gradually increased to 204 kg / cm 2 in the radial direction with a testing machine, the pressure was released, and no deformation was visually observed in the diameter of the tubular body 2 after the tube body was removed.
[0027]
[Action and effect of the invention]
As described above in detail, the apparatus for forming a large number of through holes and a method for manufacturing the through holes in a concrete structure having a long span in particular and the method for manufacturing the through holes are extremely easy to handle because the tube body is lightweight and can be folded. It becomes easy. Furthermore, since the flexible tube body that has been pressurized and expanded is integrated with the cylindrical body having a predetermined shape, it functions as a rigid reinforcing body, and thus prevents deformation of the cylindrical body as the hole forming body. . In particular, when an elastic tube body made of rubber that is pressurized and expanded is held in the opening of the formwork, the function is remarkable as an effect of preventing leakage of concrete material and preventing the leakage of the concrete material.
[0028]
In addition, the precast spiral sheath tube, which is thin, lightweight, and inexpensive, is flexible, so it is easy to handle, has good shape retention, and is easy to peel off from the tube body. And the durability of the tube body is improved. Further, when the positions of both openings of the cylindrical body as the formation body of the hole are located inside each opening between the two mold openings, the finishing operation of the opening portions at both ends of the through hole is eliminated. Furthermore, the through holes can be gradually expanded in the opening direction by means of an apparatus in which the inner diameter of the cylindrical body is smaller than the inner diameters of both mold opening.
[Brief description of the drawings]
FIG. 1 is a side view including a longitudinal sectional view of an apparatus in which a tube body according to the present embodiment is held in both mold frame openings.
FIG. 2 is a side view including a longitudinal sectional view of the apparatus in a case where the cylindrical body of the present reference example is held in one mold opening and the tube is held in an opposing mold opening.
FIG. 3 is an upper half cross-sectional view in the length direction of the tube body of the present embodiment.
FIG. 4 is a radial cross-sectional view of the apparatus when a tube-shaped tubular body is packaged.
FIG. 5 is a front view illustrating the use of a concrete structure by a precast segment method.
FIG. 6 is a schematic view in which the tube body of the present embodiment is folded and stored.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Apparatus 2 Cylindrical body 3 Tube body 31, 32 Metal fitting of both ends of tube body 4 Formwork 41, 42 Opening part of formwork 5 Opening part of through-hole

Claims (7)

貫通孔を有するコンクリート構造体を製造する際に用いられる貫通孔成形用装置において、該装置は、流体の入出により膨縮可能にした柔軟性のチューブ体と、該チューブ体に外装し前記孔の形成体として所定形状をした可撓性の筒状体とで構成されており、該装置の両端部が所定間隔を隔てて対向する一対の型枠の開口に各々保持される場合に、該両端部が該チューブ体であり、該装置の該筒状体の両開口が前記型枠開口間の内側に各々位置していることを特徴とするコンクリート構造体の貫通孔成形用装置。  In a through-hole forming apparatus used when manufacturing a concrete structure having a through-hole, the apparatus includes a flexible tube body that can be expanded and contracted by entering and exiting a fluid, When both ends of the apparatus are held in openings of a pair of molds facing each other at a predetermined interval, the both ends of the apparatus are formed as a formed body. An apparatus for forming a through-hole in a concrete structure, wherein the portion is the tube body, and both openings of the cylindrical body of the apparatus are located inside the formwork openings. 請求項において、チューブ体がゴム製ホースであることを特徴とするコンクリート構造体の貫通孔成形用装置。The apparatus for forming a through hole in a concrete structure according to claim 1, wherein the tube body is a rubber hose. 請求項1乃至請求項において、筒状体がスパイラルシース管であることを特徴とするコンクリート構造体の貫通孔成形用装置。 3. A through-hole forming apparatus for a concrete structure according to claim 1, wherein the cylindrical body is a spiral sheath tube. 請求項1乃至請求項において、型枠開口間の内側に位置する筒状体の開口の内径が前記型枠開口の内径より小であることを特徴とするコンクリート構造体の貫通孔成形用装置。In claims 1 to 3, the through-hole forming device of concrete structures, wherein the inside diameter of the opening of the tubular body located inside between the mold opening is smaller than the inner diameter of the mold opening . 請求項1乃至請求項記載の装置を用いたコンクリート構造体の貫通孔製造方法において、該装置の両端部を所定の前記型枠開口に架設し、流体の注入で該チューブ体を加圧膨張し該筒状体の内周面に密着させることで該装置を形成する工程と、前記型枠内にコンクリート材料を注入し固化するまで該装置を保持した後、該流体の排出で該チューブ体を収縮し抜去ることで該筒状体を前記孔の形成体とする工程とからなることで、前記孔の形成体の変形を防止することを特徴とするコンクリート構造体の貫通孔製造方法。In the through-hole manufacturing process of claims 1 to 4 concrete structure using the apparatus described, the both ends of the device and bridged predetermined the mold opening, the pressure inflating the tube body in the injection of fluid A step of forming the device by tightly contacting the inner peripheral surface of the cylindrical body, and holding the device until the concrete material is poured into the mold and solidifying, and then the tube body is discharged by discharging the fluid. A method for producing a through hole for a concrete structure, comprising: forming a cylindrical body by shrinking and removing the cylindrical body to prevent deformation of the hole forming body. 請求項乃至請求項記載の装置を用いたコンクリート構造体の貫通孔製造方法において、該装置の両端部を所定の前記型枠開口に架設し、流体の注入で該チューブ体を加圧膨張し該筒状体及び前記型枠開口の各々内周面に密着させることで該装置を形成する工程と、前記型枠内にコンクリート材料を注入し固化するまで該装置を保持した後、該流体の排出で該チューブ体を収縮し抜去ることで該筒状体を前記孔の形成体とする工程とからなることで、該装置と前記型枠開口との隙間からのコンクリート材料の吐露漏れを防止することを特徴とするコンクリート構造体の貫通孔製造方法。In the through-hole manufacturing process of claims 1 to 4 concrete structure using the apparatus described, the both ends of the device and bridged predetermined the mold opening, the pressure inflating the tube body in the injection of fluid A step of forming the apparatus by closely contacting each inner surface of the cylindrical body and the opening of the mold, and holding the apparatus until the concrete material is injected into the mold and solidified, and then the fluid The tube body is shrunk and removed by discharging, and the cylindrical body is formed into the hole forming body, thereby preventing the leakage of the concrete material from the gap between the apparatus and the mold opening. A method for producing a through-hole in a concrete structure, characterized by comprising: 請求項において、請求項記載の装置を用いて、貫通孔が開口方向に漸次拡径していることを特徴とするコンクリート構造体の貫通孔製造方法。7. The method of manufacturing a through hole for a concrete structure according to claim 6, wherein the through hole is gradually enlarged in the opening direction by using the apparatus according to claim 4 .
JP21267498A 1998-07-28 1998-07-28 CONCRETE STRUCTURE THROUGH HOLE MOLDING DEVICE AND CONCRETE STRUCTURE THROUGH HOLE MANUFACTURING METHOD Expired - Fee Related JP3680566B2 (en)

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