JP5797021B2 - Sheath tube for concrete member and method for producing concrete member embedded with the same - Google Patents

Sheath tube for concrete member and method for producing concrete member embedded with the same Download PDF

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JP5797021B2
JP5797021B2 JP2011127422A JP2011127422A JP5797021B2 JP 5797021 B2 JP5797021 B2 JP 5797021B2 JP 2011127422 A JP2011127422 A JP 2011127422A JP 2011127422 A JP2011127422 A JP 2011127422A JP 5797021 B2 JP5797021 B2 JP 5797021B2
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cylindrical body
sheath tube
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concrete
female screw
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JP2012255252A (en
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佐藤 淳一
淳一 佐藤
隆明 森
隆明 森
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トヨタT&S建設株式会社
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Description

本発明は、コンクリート部材用のシース管、及びこれを埋設したコンクリート部材の製造方法に関する。   The present invention relates to a sheath tube for a concrete member and a method for producing a concrete member in which the sheath tube is embedded.

従来、コンクリート部材に、手摺支柱穴やアンカーボルト埋設穴等の穴を形成する方法として、例えば、図10,11に示すような方法が知られている。   Conventionally, for example, methods shown in FIGS. 10 and 11 are known as methods for forming holes such as handrail support holes and anchor bolt embedding holes in concrete members.

この従来方法は、コンクリート型枠101の側枠上部間に支枠102を架設し、該支枠102に、水平方向のシース管取付片103を有する取付部材104を取り付け、前記シース管取付片103の下面に、上端が開口し、下端に蓋体106を固設したシース管105を垂直状に配置し、ボルト107を、前記シース管取付片103に形成したボルト挿通穴108を通じてシース管105内に上方より挿通し、そのボルト107の先端部の雄ネジ109を蓋体106に形成した雌ネジ110に螺着して、シース管105を保持し、その後、コンクリート型枠101内にコンクリートを打設し、そのコンクリート硬化後に、前記ボルト107、支枠102、シース管取付片103、取付部材104をコンクリート型枠101より取外し、シース管105をコンクリート部材に埋設した状態にし、そのシース管105の中空部111を手摺支柱穴やアンカーボルト埋設穴等としている。   In this conventional method, a support frame 102 is installed between upper side frames of a concrete mold 101, and an attachment member 104 having a sheath pipe attachment piece 103 in the horizontal direction is attached to the support frame 102. A sheath tube 105 having an upper end opened at the lower surface and a lid 106 fixed to the lower end is vertically disposed, and the bolt 107 is inserted into the sheath tube 105 through a bolt insertion hole 108 formed in the sheath tube attachment piece 103. The male screw 109 at the tip of the bolt 107 is screwed onto the female screw 110 formed on the lid body 106 to hold the sheath tube 105, and then the concrete is cast into the concrete mold 101. After the concrete is hardened, the bolt 107, the support frame 102, the sheath tube mounting piece 103, and the mounting member 104 are removed from the concrete mold 101, and the sheath 105 in a state embedded in the concrete member, and the hollow portion 111 of the sheath tube 105 and handrail post holes and anchor bolts embedded holes like.

また、前記蓋体106は、図10,11に示すように、その内側面112の全面が、シース管105を構成する筒状体113の軸心X−Xと直行する面で形成された平板状で形成されている。   Further, as shown in FIGS. 10 and 11, the lid 106 is a flat plate in which the entire inner side surface 112 is formed by a surface orthogonal to the axial center XX of the cylindrical body 113 constituting the sheath tube 105. It is formed in the shape.

前記のように蓋体106を固設したシース管105においては、作業者が一方の手で、シース管105をシース管取付片103の下面に垂直状に位置させ、他方の手で、ボルト107をボルト挿通穴108から筒状体113内に挿入し、そのボルト107の雄ネジ109を蓋体106の雌ネジ110に螺着する際、筒状体113の上端開口部がシース管取付片103で閉塞されているため、作業者は、ボルト107の雄ネジ109と、蓋体106の雌ネジ110との位置合せが目視できない。そのため、ボルト107と筒状体113を相対的に径方向に移動して位置合せしなければならず、シース管105の取付け作業が面倒であった。   In the sheath tube 105 in which the lid 106 is fixed as described above, the operator places the sheath tube 105 vertically on the lower surface of the sheath tube mounting piece 103 with one hand, and the bolt 107 with the other hand. Is inserted into the cylindrical body 113 through the bolt insertion hole 108 and the male screw 109 of the bolt 107 is screwed to the female screw 110 of the lid body 106, the upper end opening of the cylindrical body 113 is the sheath tube mounting piece 103. Therefore, the operator cannot visually check the alignment between the male screw 109 of the bolt 107 and the female screw 110 of the lid body 106. For this reason, the bolt 107 and the cylindrical body 113 have to be moved relative to each other in the radial direction to align them, and the attaching operation of the sheath tube 105 is troublesome.

そこで、本発明は、前記ボルト先端の雄ネジと、蓋体に形成した雌ネジとの位置合せを容易にし、シース管の取付け作業を容易にするコンクリート部材用のシース管、及びこれを埋設したコンクリート部材の製造方法を提供することを目的とするものである。   Therefore, the present invention facilitates the alignment of the male screw at the tip of the bolt and the female screw formed on the lid, and embeds the sheath tube for a concrete member that facilitates the installation work of the sheath tube. It aims at providing the manufacturing method of a concrete member.

前記課題を解決するために、請求項1記載の発明は、両端が開口する中空部を有する筒状体と、該筒状体の一端に固設され、その中央部に雌ネジを有する蓋体とからなり、
前記筒状体の他端側開口部を、ボルト挿通穴を有する取付部材で塞ぎ、先部に雄ネジが刻設されたボルトを、前記ボルト挿通穴から筒状体内に挿入して、前記ボルトの雄ネジを前記蓋体の雌ネジに螺合してコンクリート型枠に対して、取外し可能に配置されるシース管であって、
前記蓋体の内側面、前記雌ネジの外縁から蓋体の外周部までの全長に亘って、筒状体の他端側開口部に向う程拡径させて、前記ボルトの挿入側先端を、前記雌ネジに誘導する案内面に形成したことを特徴とするコンクリート部材用のシース管である。
In order to solve the above-mentioned problem, the invention according to claim 1 is a cylindrical body having a hollow portion that is open at both ends, and a lid body that is fixed to one end of the cylindrical body and has a female screw at the center thereof. And consist of
The other end side opening of the cylindrical body is closed with a mounting member having a bolt insertion hole, and a bolt with a male screw engraved at the tip is inserted into the cylindrical body from the bolt insertion hole, and the bolt A sheath tube that is detachably disposed with respect to the concrete form by screwing the male screw with the female screw of the lid,
The inner side surface of the lid body is increased in diameter toward the other end side opening of the cylindrical body over the entire length from the outer edge of the female screw to the outer peripheral portion of the lid body, and the distal end on the insertion side of the bolt is A sheath tube for a concrete member, characterized in that it is formed on a guide surface that guides to the female screw.

請求項記載の発明は、両端が開口する中空部を有する筒状体と、該筒状体の一端に固設され、その中央部に雌ネジを有する蓋体とを有するシース管と、
コンクリート型枠に対して、前記シース管を取外し可能に配置する取付部材と、を有し、
前記取付部材は、ボルト挿通穴と、該ボルト挿通穴の周辺部から前記コンクリート型枠内方向に突出するシース管の位置決め部材を有し、
前記筒状体の他端部を、前記シース管の位置決め部材に対し係合して、前記筒状体の他端側開口部を、取付部材で塞いだ後に、
先部に雄ネジが刻設されたボルトを、前記ボルト挿通穴から筒状体内に挿入し、前記ボルトの雄ネジを前記蓋体の雌ネジに螺合して、前記シース管をコンクリート型枠に対して取外し可能に配置した後に、
前記コンクリート型枠内にコンクリートを打設し、前記他端側開口部がコンクリート部材の表面に開口するようにシース管が埋設されたコンクリート部材の製造方法であって、
前記蓋体の内側面、前記雌ネジの外縁から蓋体の外周部までの全長に亘って、筒状体の他端側開口部に向う程拡径させて、前記ボルトの挿入側先端を、前記雌ネジに誘導する案内面に形成したことを特徴とするコンクリート部材の製造方法である。
The invention according to claim 2 is a sheath tube having a cylindrical body having a hollow portion open at both ends, and a lid body fixed to one end of the cylindrical body and having a female screw at the center thereof,
A mounting member for detachably arranging the sheath tube with respect to the concrete formwork,
The mounting member has a bolt insertion hole, and a sheath tube positioning member protruding inward from the periphery of the bolt insertion hole in the concrete formwork,
After engaging the other end of the cylindrical body with the positioning member of the sheath tube and closing the other end side opening of the cylindrical body with an attachment member,
A bolt with a male screw engraved at the tip is inserted into the cylindrical body through the bolt insertion hole, the male screw of the bolt is screwed into the female screw of the lid, and the sheath tube is connected to the concrete formwork. After detachably placing against
A concrete member manufacturing method in which concrete is placed in the concrete formwork, and a sheath tube is embedded so that the opening on the other end side opens on the surface of the concrete member,
The inner side surface of the lid body is increased in diameter toward the other end side opening of the cylindrical body over the entire length from the outer edge of the female screw to the outer peripheral portion of the lid body, and the distal end on the insertion side of the bolt is A method for manufacturing a concrete member, characterized in that the concrete member is formed on a guide surface that is guided by the female screw.

本発明によれば、前記蓋体の内側面、前記雌ネジの外縁から蓋体の外周部までの全長に亘って、筒状体の他端側開口部に向う程拡径させて、前記ボルトの挿入側先端を、前記雌ネジに誘導する案内面に形成したことにより、ボルトを筒状体内へ挿入した際、ボルトの先端が、前記蓋体の案内面に当接した後に、該案内面を滑って雌ネジに誘導される。そのため、ボルトの雄ネジと蓋体の雌ネジとの位置合せ操作が容易に行え、シース管の取付け作業が容易に行える。 According to the present invention, the inner surface of the lid, said to extend from the outer edge of the female thread the entire length up to the outer peripheral portion of the lid, by diameter as toward the other end opening of the tubular body, the By forming the front end of the bolt on the guide surface guided to the female screw, when the bolt is inserted into the cylindrical body, the front end of the bolt comes into contact with the guide surface of the lid. It slides on the guide surface and is guided to the female screw. Therefore, the alignment operation of the male screw of the bolt and the female screw of the lid can be easily performed, and the sheath tube can be easily attached.

本発明の実施例1を示すもので、コンクリート型枠へのシース管の設置状態を示す縦断面図。The longitudinal cross-sectional view which shows Example 1 of this invention and shows the installation state of the sheath pipe | tube to a concrete formwork. 図1におけるシース管のA−A線断面図。The AA sectional view taken on the line of the sheath pipe | tube in FIG. 本発明の実施例1に用いる蓋体の拡大断面図。The expanded sectional view of the lid used for Example 1 of the present invention. 図1の取付部材とシース管とボルトを示す斜視図。The perspective view which shows the attachment member, sheath tube, and volt | bolt of FIG. 図1のシース管を用いてコンクリート部材に穴を形成した状態のコンクリート部材の側断面。The side cross section of the concrete member of the state which formed the hole in the concrete member using the sheath pipe | tube of FIG. 本発明の実施例2に用いる蓋体の側断面図。The sectional side view of the lid used for Example 2 of the present invention. 本発明の実施例3に用いる蓋体の側断面図。Side sectional drawing of the cover body used for Example 3 of this invention. 本発明の実施例4に用いる蓋体の側断面図。Side sectional drawing of the cover body used for Example 4 of this invention. 本発明の実施例5に用いる蓋体の側断面図。Side sectional drawing of the cover body used for Example 5 of this invention. 従来のシース管とその取り付け状態を示す側断面図。The sectional side view which shows the conventional sheath tube and its attachment state. 図10のシース管の蓋体を示す側断面図。FIG. 11 is a side sectional view showing a lid body of the sheath tube of FIG. 10.

[実施例1]
図1乃至図5は本発明の実施例1を示す。なお、本実施例は平打式でシース管を鉛直状に配置してコンクリートを打設する場合の実施例である。
[Example 1]
1 to 5 show a first embodiment of the present invention. In addition, a present Example is an Example at the time of placing concrete by arrange | positioning a sheath pipe | tube vertically by a flat type.

図1は、コンクリート型枠1へのシース管7の設置状態を示す縦断面図で、コンクリート型枠1は、ベッド2と、その周縁に立設した側型枠3とからなる。   FIG. 1 is a longitudinal sectional view showing the installation state of the sheath tube 7 on the concrete mold 1, and the concrete mold 1 is composed of a bed 2 and a side mold 3 standing on the periphery thereof.

対向する側型枠3,3の上端間には支枠4が取外し可能に架設され、成形するコンクリート部材に形成する穴(手摺支柱穴、アンカーボルト穴等)の位置に対応する位置において、前記支枠4に取付部材5が取外し可能に備えられている。   The support frame 4 is detachably mounted between the upper ends of the opposing side molds 3 and 3, and the position corresponding to the position of a hole (handrail post hole, anchor bolt hole, etc.) formed in the concrete member to be molded is A mounting member 5 is detachably provided on the support frame 4.

この取付部材5は、図1,に示すように、上方に起立し前記支枠4に対して取付ける取付片5aと、水平方向に設けられシース管7を取付けるシース管取付片5bとで、断面がL状に形成されている。該シース管取付片5bの下面5cの高さの位置は、取付部材5を支枠4に取り付けた状態にておいて、コンクリート型枠1内に打設されるコンクリート表面と略同一面となるように設定されているとともに、この下面5cは、後述するシース管7における筒状体8の他端側開口部8a全体を塞ぐことができる面積に形成されている。前記シース管取付片5bの中央部、すなわち、後述するように設置されたシース管7の軸心X−X線上に位置する部分には、該軸心X−Xと同心のボルト挿通穴5dが形成されている。なお、取付部材5の支枠4に対する取り付けは、例えば、図4に示すように、取付片5aに切欠部5eを形成し、この切欠部5eを支枠4に取外し可能に嵌合して取り付ける。 As shown in FIGS. 1 and 4 , the attachment member 5 includes an attachment piece 5 a that stands up and attaches to the support frame 4, and a sheath tube attachment piece 5 b that is provided in the horizontal direction and attaches the sheath tube 7. The cross section is formed in an L shape. The height position of the lower surface 5c of the sheath tube attachment piece 5b is substantially flush with the concrete surface placed in the concrete mold 1 with the attachment member 5 attached to the support frame 4. The lower surface 5c is formed in such an area that the whole other end side opening 8a of the tubular body 8 in the sheath tube 7 to be described later can be closed. A bolt insertion hole 5d concentric with the axis XX is formed in the central portion of the sheath tube attachment piece 5b, that is, a portion located on the axis XX line of the sheath tube 7 installed as described later. Is formed. For example, as shown in FIG. 4, the attachment member 5 is attached to the support frame 4 by forming a notch 5e in the attachment piece 5a and removably fitting the notch 5e to the support frame 4. .

前記シース管取付片5bの下面5cには、シース管7の他端側開口部8a内に嵌合する環状の位置決め部材6が下方へ突出して固設されている。該位置決め部材6の外形は、シース管7の他端側開口部8aの内面に沿う形状に形成され、位置決め部材6の外径は、他端側開口部8aの内径より若干小さく設定されて、該位置決め部材6が、シース管7の他端側開口部8aに取外し可能で、かつ、略いっぱいに嵌合するように設定されている。なお、この位置決め部材6は、シース管7の他端部を、これに係合して位置決めできるものであれば良く、前記の環状以外にも、部分的に突出した複数の突起を、適宜間隔を有して環状に設けても良い。   An annular positioning member 6 that fits into the opening 8a on the other end side of the sheath tube 7 is fixed to the lower surface 5c of the sheath tube attachment piece 5b so as to protrude downward. The outer shape of the positioning member 6 is formed along the inner surface of the other end side opening 8a of the sheath tube 7, and the outer diameter of the positioning member 6 is set slightly smaller than the inner diameter of the other end side opening 8a. The positioning member 6 is set so as to be detachable from the other end side opening 8a of the sheath tube 7 and to be fitted almost fully. The positioning member 6 only needs to be able to engage and position the other end portion of the sheath tube 7. In addition to the annular shape, a plurality of partially protruding projections can be appropriately spaced. May be provided in an annular shape.

次に、シース管7について説明する。
シース管7は、コンクリート部材に形成する穴30(図5参照)の直径及び長さに対応した所望の直径と長さの筒状体8と、蓋体9で構成されている。
Next, the sheath tube 7 will be described.
The sheath tube 7 includes a cylindrical body 8 having a desired diameter and length corresponding to the diameter and length of a hole 30 (see FIG. 5) formed in the concrete member, and a lid body 9.

前記筒状体8は、図1〜5に示すように、その軸心X−X線と直交する横断面形状が円形で、内部に中空部8bを有し、かつ、その両端が開口する円筒状に形成されており、そのコンクリート部材の表面側端(他端)に他端側開口部8aを有し、コンクリート部材の内部側端(一端)に一端側開口部8cを有する。該筒状体8は、例えば、金属製のスパイラルシース管等で形成されている。   As shown in FIGS. 1 to 5, the cylindrical body 8 has a circular cross-sectional shape orthogonal to the axis XX, a hollow portion 8 b inside, and open at both ends. The other end side opening 8a is provided at the surface side end (the other end) of the concrete member, and the one end side opening 8c is provided at the inner side end (one end) of the concrete member. The cylindrical body 8 is formed of, for example, a metal spiral sheath tube.

前記筒状体8の一端側開口部8cには、外径を筒状体8の一端側開口部8cの外径と同等に形成した蓋体9が、その外周部9aを筒状体8の一端側開口部8cの外周面に溶接W等により固着して備えられている。   A lid body 9 having an outer diameter equal to the outer diameter of the one end side opening 8c of the cylindrical body 8 is formed in the one end side opening 8c of the cylindrical body 8, and an outer peripheral portion 9a thereof is formed on the cylindrical body 8. It is fixed to the outer peripheral surface of the one end side opening 8c by welding W or the like.

前記蓋体9には、その中央部、すなわち、前記筒状体8の軸心X−X線と同心に、雌ネジ形成部9bが形成され、該雌ネジ形成部9b内に雌ネジ9cが図の上下方向に貫通して形成されている。該蓋体9における外周部9aと雌ネジ形成部9b間の本体部9dの内面は、雌ネジ9cの外縁から筒状体8の他端側開口部8aに向かうほど拡径する案内面9eに形成されている。本実施例1においては、案内面9eが、蓋体9の下側で、かつ、左右方向の外側に中心を有する円弧で形成した逆紡錘形状に形成されている。前記案内面9eは、外周部9aと雌ネジ9cの外縁の全体(全長)に亘って形成されている。また、蓋体9は、金属板で形成され、前記の形状をプレス加工にて形成した後に、雌ネジ形成部9bに雌ネジ9cを刻設した。   The lid body 9 is formed with a female screw forming portion 9b concentrically with the central portion thereof, that is, the axis XX of the cylindrical body 8, and a female screw 9c is formed in the female screw forming portion 9b. It is formed so as to penetrate in the vertical direction in the figure. The inner surface of the main body portion 9d between the outer peripheral portion 9a and the female screw forming portion 9b in the lid 9 is a guide surface 9e whose diameter increases from the outer edge of the female screw 9c toward the other end side opening 8a of the cylindrical body 8. Is formed. In the first embodiment, the guide surface 9e is formed in an inverted spindle shape formed by an arc having a center on the lower side of the lid body 9 and on the outer side in the left-right direction. The guide surface 9e is formed over the entire outer circumference (full length) of the outer peripheral portion 9a and the female screw 9c. Further, the lid body 9 is formed of a metal plate, and after forming the shape by press working, a female screw 9c is engraved in the female screw forming portion 9b.

そして、前記筒状体8を、その他端側開口部8aを、前記位置決め部材6の外周に嵌合した状態で、コンクリート型枠1内に配置し、多角形頭部10aを有するボルト10を、ボルト挿通穴5dに上方から挿通し、そのボルト10の先部に刻設した雄ネジ10bを、前記蓋体9の雌ネジ9cに螺合して、筒状体8と蓋体9からなるシース管7を、前記取付部材5のシース管取付片5bに垂設状態で、片持ちに支持するようになっている。   The cylindrical body 8 is arranged in the concrete mold 1 with the other end side opening 8a fitted to the outer periphery of the positioning member 6, and the bolt 10 having the polygonal head 10a is provided. A male screw 10b, which is inserted into the bolt insertion hole 5d from above and engraved at the tip of the bolt 10, is screwed into the female screw 9c of the lid body 9 to form a sheath made up of the tubular body 8 and the lid body 9. The tube 7 is supported in a cantilevered manner while being suspended from the sheath tube mounting piece 5 b of the mounting member 5.

なお、前記筒状体8と蓋体9を一体に形成してもよい。
次に、前記シース管7の設置作業とコンクリートの打設について説明する。
The cylindrical body 8 and the lid body 9 may be integrally formed.
Next, installation work of the sheath tube 7 and concrete placement will be described.

先ず、コンクリート打設前において、対向する側型枠3,3の上端間に所定の位置において支枠4を架設する。   First, the supporting frame 4 is constructed at a predetermined position between the upper ends of the opposing side molds 3 and 3 before placing concrete.

次に、取付部材5を、所定の位置において、そのシース管取付け片5bを、水平姿勢にして、支枠4に取り付ける。   Next, the attachment member 5 is attached to the support frame 4 with the sheath tube attachment piece 5b in a horizontal posture at a predetermined position.

次に、作業者が一方の手で、シース管7をコンクリート型枠1内に位置させて、その筒状体8の他端側開口端部8aを、前記取付部材5の位置決め部材6の外周部に嵌合して、図1に示すように垂直姿勢にする。   Next, the operator places the sheath tube 7 in the concrete mold 1 with one hand, and the other end side opening end portion 8a of the cylindrical body 8 is positioned on the outer periphery of the positioning member 6 of the mounting member 5. It fits into a part and makes it a vertical attitude | position as shown in FIG.

次に、他方の手で、ボルト10を、その雄ネジ10b側から、取付部材5のボルト挿通穴5dを通じて、筒状体8内に挿入する。この挿入時において、ボルト10の雄ネジ10b側の先端が、筒状体8の軸心X−Xより側方にずれていると、そのボルト10の先端が蓋体9の案内面9eに当接し、この案内面9e上を滑って、蓋体9の中心部に形成された雌ネジ9cへ案内誘導され、ボルト10の軸心と筒状体8の軸芯が一致する。   Next, with the other hand, the bolt 10 is inserted into the cylindrical body 8 through the bolt insertion hole 5d of the mounting member 5 from the male screw 10b side. At the time of insertion, if the tip of the bolt 10 on the male screw 10 b side is displaced laterally from the axis XX of the cylindrical body 8, the tip of the bolt 10 contacts the guide surface 9 e of the lid 9. Then, it slides on the guide surface 9e and is guided and guided to the female screw 9c formed at the center of the lid body 9. The axial center of the bolt 10 and the axial center of the cylindrical body 8 are aligned.

この状態で、ボルト10の頭部10aを締め回転すると、ボルト10の雄ネジ10bが、雌ネジ9cに螺合し、シース管7は、押し上げられ、その上端が取付部材5のシース管取付片5bに当接する。   When the head 10a of the bolt 10 is tightened and rotated in this state, the male screw 10b of the bolt 10 is screwed into the female screw 9c, the sheath tube 7 is pushed up, and the upper end thereof is the sheath tube mounting piece of the mounting member 5. 5b is contacted.

これにより、シース管7は、位置決め部材6により水平方向に対して位置決めされ、シース管取付片5bとボルト10により垂直姿勢が保持される。   Thereby, the sheath tube 7 is positioned with respect to the horizontal direction by the positioning member 6, and the vertical posture is maintained by the sheath tube mounting piece 5 b and the bolt 10.

そして、図1の前記の状態でコンクリート型枠1内にコンクリートを打設する。
そして、前記のコンクリートの養生を行い、コンクリートが、位置決め部材6付の取付部材5を外してもシース管7が浮上せず、かつ、コテ押えできる硬さになった状態で、ボルト10を緩め回転して外し、位置決め部材6付の取付部材5及び支枠4を上方へ外し、周辺コテ押えを行う。
Then, concrete is placed in the concrete mold 1 in the state shown in FIG.
Then, the concrete is cured, and the bolt 10 is loosened in a state where the concrete does not float even if the mounting member 5 with the positioning member 6 is removed and the sheath tube 7 is hard enough to be pressed. The mounting member 5 with the positioning member 6 and the support frame 4 are removed upward to rotate the peripheral iron.

これにより、図5に示すように、筒状体8の他端側開口部8aが、硬化したコンクリート部材40の表面と略同一位置に開口した状態で、筒状体8と蓋体9が硬化したコンクリート部材40内に残り、埋設される。この埋設されたシース管7の中空部8bにより、コンクリート表面側が開口する手摺支柱穴やアンカーボルト挿入穴等の穴30が形成される。   Thereby, as shown in FIG. 5, the tubular body 8 and the lid body 9 are cured in a state where the opening 8 a on the other end side of the tubular body 8 is opened at substantially the same position as the surface of the cured concrete member 40. It remains in the concrete member 40 and is buried. The hollow portion 8b of the embedded sheath tube 7 forms a hole 30 such as a handrail support hole or an anchor bolt insertion hole that opens on the concrete surface side.

なお、前記実施例は、プレキャストコンクリート部材(PCa部材)に適用した例であるが、本実施例を、現場打ちコンクリート部材、例えば現場打ち基礎にアンカーボルト埋設穴を形成する場合にも適用することができる。   In addition, although the said Example is an example applied to the precast concrete member (PCa member), apply this example also when forming an anchor-bolt embedding hole in a spot cast concrete member, for example, a spot cast foundation. Can do.

また、前記シース管7を水平方向に配置して、竪打式のコンクリート型枠に用いても良い。
[実施例2]
図6は、実施例2を示す。
Further, the sheath tube 7 may be arranged in a horizontal direction and used for a striking concrete formwork.
[Example 2]
FIG. 6 shows a second embodiment.

本実施例2は、前記蓋体9の案内面9eの変形例で、蓋体9の本体部9d、すなわち、案内面9eを、筒状体8側で、かつ、筒状体8の軸心X−X線上に中心を有する下方へ湾曲した円弧で形成し、蓋体9における外周部9aと、雌ネジ9cの外縁の間の内面を、雌ネジ9cの外縁から筒状体8の他端側開口部8aに向かう程拡径する曲面となるように形成したものである。すなわち、案内面9eを曲面からなる椀状に形成し、蓋体9を漏斗状に形成し、前記案内面9eを、外周部9aと雌ネジ9cの外縁の全体(全長)に亘って形成したものである。   The second embodiment is a modification of the guide surface 9e of the lid body 9. The main body portion 9d of the lid body 9, that is, the guide surface 9e is on the cylindrical body 8 side and the axial center of the cylindrical body 8 is used. It is formed by a downwardly curved arc having a center on the line XX, and the inner surface between the outer peripheral portion 9a of the lid 9 and the outer edge of the female screw 9c is connected to the other end of the cylindrical body 8 from the outer edge of the female screw 9c. It is formed so as to have a curved surface whose diameter increases toward the side opening 8a. That is, the guide surface 9e is formed in a bowl shape formed of a curved surface, the lid body 9 is formed in a funnel shape, and the guide surface 9e is formed over the entire outer edge (the entire length) of the outer peripheral portion 9a and the female screw 9c. Is.

その他の構造及びシース管7の設置作業等は前記実施例1と同様である。
本実施例2においても、前記実施例1と同様の作用、効果を奏する。
[実施例3]
図7は、実施例3を示す。
Other structures and installation work of the sheath tube 7 are the same as those in the first embodiment.
Also in the second embodiment, the same operations and effects as the first embodiment are achieved.
[Example 3]
FIG. 7 shows a third embodiment.

本実施例3は、前記蓋体9の案内面9eの変形例で、蓋体9の本体部9d、すなわち、案内面9eを、雌ネジ9cの外縁から筒状体8の他端側開口部8aに向かう程拡径するテーパ状傾斜面に形成したものである。すなわち、外周部9aと雌ネジ9cの外縁の全体(全長)に亘って案内面9eを逆円錐状に形成し、蓋体9を漏斗状に形成したものである。   The third embodiment is a modification of the guide surface 9e of the lid body 9. The body portion 9d of the lid body 9, that is, the guide surface 9e is opened from the outer edge of the female screw 9c to the other end side opening portion of the cylindrical body 8. It is formed on a tapered inclined surface whose diameter increases toward 8a. That is, the guide surface 9e is formed in an inverted conical shape over the entire outer periphery (full length) of the outer peripheral portion 9a and the female screw 9c, and the lid body 9 is formed in a funnel shape.

その他の構造及びシース管7の設置作業等は前記実施例1と同様である。
本実施例3においても、前記実施例1と同様の作用、効果を奏する。
[実施例4]
図8は、実施例4を示す。
Other structures and installation work of the sheath tube 7 are the same as those in the first embodiment.
Also in the third embodiment, the same operations and effects as the first embodiment are achieved.
[Example 4]
FIG. 8 shows a fourth embodiment.

本実施例4は、前記蓋体9の案内面9eの変形例で、蓋体9の外周部9aから内側に向かって、筒状体8の軸心X−Xに対して直交する平板部9fを形成し、前記雌ネジ9cの外縁と平板部9fの内端との間に亘って、雌ネジ9cの外縁から筒状体8の他端側開口部8aに向かう程拡径する曲面に形成したものである。即ち、椀状の案内面9eを蓋体9の一部に形成したものである。   The fourth embodiment is a modification of the guide surface 9e of the lid body 9 and is a flat plate portion 9f orthogonal to the axis XX of the cylindrical body 8 from the outer peripheral portion 9a of the lid body 9 toward the inside. And a curved surface that increases in diameter from the outer edge of the female screw 9c toward the other end side opening 8a of the cylindrical body 8 between the outer edge of the female screw 9c and the inner end of the flat plate portion 9f. It is a thing. That is, a hook-shaped guide surface 9 e is formed on a part of the lid body 9.

前記案内面9eは、筒状体8側で、かつ、筒状体8の軸心X−X線上に中心を有する下方へ湾曲した円弧で形成されている。該案内面9eの上端開口直径R1は、例えば、筒状体8の内径R2を約45〜50mmとし、雌ネジ9cの内径を約6mmとした場合に、約20mm以上に設定することが好ましい。   The guide surface 9e is formed by a circular arc curved downward on the cylindrical body 8 side and having a center on the axis XX line of the cylindrical body 8. The upper end opening diameter R1 of the guide surface 9e is preferably set to about 20 mm or more when the inner diameter R2 of the cylindrical body 8 is about 45 to 50 mm and the inner diameter of the female screw 9c is about 6 mm.

その他の構造及びシース管7の設置作業等は前記実施例1と同様である。
本実施例4においても、前記実施例1と同様の作用、効果を奏する。
Other structures and installation work of the sheath tube 7 are the same as those in the first embodiment.
In the fourth embodiment, the same operations and effects as in the first embodiment are achieved.

更に、本実施例4によれば、一種類の蓋体9で、図8に示す内径R2の筒状体8や、該内径R2より小さい内径の筒状体8にも対応でき、内径R2の異なる筒状体8に対して、蓋体9のプレス金型を変更する必要がなく、シース管7の製作、管理が容易で、コスト低減を図ることができる。
[実施例5]
図9は、実施例5を示す。
Furthermore, according to the fourth embodiment, one type of lid body 9 can correspond to the cylindrical body 8 having the inner diameter R2 shown in FIG. 8 and the cylindrical body 8 having an inner diameter smaller than the inner diameter R2. There is no need to change the press die of the lid 9 for different cylindrical bodies 8, the manufacture and management of the sheath tube 7 is easy, and the cost can be reduced.
[Example 5]
FIG. 9 shows a fifth embodiment.

本実施例4は、前記蓋体9の案内面9eの変形例で、蓋体9の外周部9aから内側に向かって、筒状体8の軸心X−Xに対して直交する平板部9fを形成し、前記雌ネジ9cの外縁と平板部9fの内端との間に亘って、雌ネジ9cの外縁から筒状体8の他端側開口部8aに向かう程拡径するテーパ状の平面に形成したものである。即ち、逆円錐形状の案内面9eを蓋体9の一部に形成したものである。   The fourth embodiment is a modification of the guide surface 9e of the lid body 9 and is a flat plate portion 9f orthogonal to the axis XX of the cylindrical body 8 from the outer peripheral portion 9a of the lid body 9 toward the inside. A taper-like shape that increases in diameter from the outer edge of the female screw 9c toward the other end side opening 8a of the cylindrical body 8 between the outer edge of the female screw 9c and the inner end of the flat plate portion 9f. It is formed on a flat surface. That is, an inverted conical guide surface 9 e is formed on a part of the lid body 9.

該案内面9eの上端開口直径R1は、例えば、筒状体8の内径R2を約45〜50mmとし、雌ネジ9cの内径を約6mmとした場合に、約20mm以上に設定することが好ましい。   The upper end opening diameter R1 of the guide surface 9e is preferably set to about 20 mm or more when the inner diameter R2 of the cylindrical body 8 is about 45 to 50 mm and the inner diameter of the female screw 9c is about 6 mm.

その他の構造及びシース管7の設置作業等は前記実施例1と同様である。
本実施例5においても、前記実施例4と同様の作用、効果を奏する。
[その他の実施例]
前記案内面9eの形状は、前記実施例1乃至5に示す形状に限定されず、雌ネジ9cの外縁から筒状体8の他端側開口部8aに向う程拡径し、前記ボルト10の挿入側先端を雌ネジ9cに誘導することができる形状であれば、任意の形状とすることができる。
Other structures and installation work of the sheath tube 7 are the same as those in the first embodiment.
Also in the fifth embodiment, the same operations and effects as in the fourth embodiment are achieved.
[Other Examples]
The shape of the guide surface 9e is not limited to the shape shown in the first to fifth embodiments. The diameter of the guide surface 9e increases from the outer edge of the female screw 9c toward the other end side opening 8a of the cylindrical body 8, and Any shape can be used as long as the tip on the insertion side can be guided to the female screw 9c.

1 コンクリート型枠
5 取付部材
5b ボルト挿通穴
6 位置決め部材
7 シース管
8 筒状体
8a 一端側開口部
8b 中空部
8c 他端側開口部
9 蓋体
9c 雌ネジ
9e 案内面
10 ボルト
10b 雄ネジ
DESCRIPTION OF SYMBOLS 1 Concrete formwork 5 Mounting member 5b Bolt insertion hole 6 Positioning member 7 Sheath pipe 8 Cylindrical body 8a One end side opening part 8b Hollow part 8c Other end side opening part 9 Lid body 9c Female screw 9e Guide surface 10 Bolt 10b Male screw

Claims (2)

両端が開口する中空部を有する筒状体と、該筒状体の一端に固設され、その中央部に雌ネジを有する蓋体とからなり、
前記筒状体の他端側開口部を、ボルト挿通穴を有する取付部材で塞ぎ、先部に雄ネジが刻設されたボルトを、前記ボルト挿通穴から筒状体内に挿入して、前記ボルトの雄ネジを前記蓋体の雌ネジに螺合してコンクリート型枠に対して、取外し可能に配置されるシース管であって、
前記蓋体の内側面、前記雌ネジの外縁から蓋体の外周部までの全長に亘って、筒状体の他端側開口部に向う程拡径させて、前記ボルトの挿入側先端を、前記雌ネジに誘導する案内面に形成したことを特徴とするコンクリート部材用のシース管。
A cylindrical body having a hollow portion open at both ends, and a lid body fixed to one end of the cylindrical body and having a female screw at the center thereof,
The other end side opening of the cylindrical body is closed with a mounting member having a bolt insertion hole, and a bolt with a male screw engraved at the tip is inserted into the cylindrical body from the bolt insertion hole, and the bolt A sheath tube that is detachably disposed with respect to the concrete form by screwing the male screw with the female screw of the lid,
The inner side surface of the lid body is increased in diameter toward the other end side opening of the cylindrical body over the entire length from the outer edge of the female screw to the outer peripheral portion of the lid body, and the distal end on the insertion side of the bolt is A sheath pipe for a concrete member, characterized in that it is formed on a guide surface that leads to the female screw.
両端が開口する中空部を有する筒状体と、該筒状体の一端に固設され、その中央部に雌ネジを有する蓋体とを有するシース管と、
コンクリート型枠に対して、前記シース管を取外し可能に配置する取付部材と、を有し、
前記取付部材は、ボルト挿通穴と、該ボルト挿通穴の周辺部から前記コンクリート型枠内方向に突出するシース管の位置決め部材を有し、
前記筒状体の他端部を、前記シース管の位置決め部材に対し係合して、前記筒状体の他端側開口部を、取付部材で塞いだ後に、
先部に雄ネジが刻設されたボルトを、前記ボルト挿通穴から筒状体内に挿入し、前記ボルトの雄ネジを前記蓋体の雌ネジに螺合して、前記シース管をコンクリート型枠に対して取外し可能に配置した後に、
前記コンクリート型枠内にコンクリートを打設し、前記他端側開口部がコンクリート部材の表面に開口するようにシース管が埋設されたコンクリート部材の製造方法であって、
前記蓋体の内側面、前記雌ネジの外縁から蓋体の外周部までの全長に亘って、筒状体の他端側開口部に向う程拡径させて、前記ボルトの挿入側先端を、前記雌ネジに誘導する案内面に形成したことを特徴とするコンクリート部材の製造方法。
A sheath tube having a cylindrical body having a hollow portion open at both ends, and a lid body fixed to one end of the cylindrical body and having a female screw at the center thereof;
A mounting member for detachably arranging the sheath tube with respect to the concrete formwork,
The mounting member has a bolt insertion hole, and a sheath tube positioning member protruding inward from the periphery of the bolt insertion hole in the concrete formwork,
After engaging the other end of the cylindrical body with the positioning member of the sheath tube and closing the other end side opening of the cylindrical body with an attachment member,
A bolt with a male screw engraved at the tip is inserted into the cylindrical body through the bolt insertion hole, the male screw of the bolt is screwed into the female screw of the lid, and the sheath tube is connected to the concrete formwork. After detachably placing against
A concrete member manufacturing method in which concrete is placed in the concrete formwork, and a sheath tube is embedded so that the opening on the other end side opens on the surface of the concrete member,
The inner side surface of the lid body is increased in diameter toward the other end side opening of the cylindrical body over the entire length from the outer edge of the female screw to the outer peripheral portion of the lid body, and the distal end on the insertion side of the bolt is A method for producing a concrete member, characterized in that the concrete member is formed on a guide surface that is guided by the female screw.
JP2011127422A 2011-06-07 2011-06-07 Sheath tube for concrete member and method for producing concrete member embedded with the same Active JP5797021B2 (en)

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