JP5393319B2 - Gripping member - Google Patents

Gripping member Download PDF

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Publication number
JP5393319B2
JP5393319B2 JP2009175653A JP2009175653A JP5393319B2 JP 5393319 B2 JP5393319 B2 JP 5393319B2 JP 2009175653 A JP2009175653 A JP 2009175653A JP 2009175653 A JP2009175653 A JP 2009175653A JP 5393319 B2 JP5393319 B2 JP 5393319B2
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main body
gripping member
segment
concrete
body portion
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JP2011025605A (en
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昭博 西森
公宏 吉田
成卓 林
崇 國藤
敏雄 下田
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INTERNATIONAL LABORATORY CORPORATION
Obayashi Corp
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INTERNATIONAL LABORATORY CORPORATION
Obayashi Corp
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  • Lining And Supports For Tunnels (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

本発明は、把持部材に関し、特に、セグメント等のコンクリート部材に埋設され、コンクリート部材を吊り下げる吊金具を取り付ける把持部材に関する。   The present invention relates to a gripping member, and more particularly to a gripping member that is attached to a concrete member such as a segment and attaches a hanging metal fitting that suspends the concrete member.

一般に、シールド掘進機でトンネルを構築する場合、シールド掘進機によって地盤を掘進しながら、シールド掘進機に搭載したエレクターによりセグメントを組み立て、掘削した部分の内壁面をセグメントで覆工することが行われている。   In general, when building a tunnel with a shield machine, the segments are assembled with an erector mounted on the shield machine while the ground is being excavated with the shield machine, and the inner wall surface of the excavated part is covered with the segment. ing.

このようなトンネルの覆工作業に用いられるセグメントには、中央部に筒状の把持部材(把持金物)が埋設されており、この把持部材に吊金具を嵌合させることにより、吊金具を介してセグメントをエレクターに取り付けることができる。   In the segment used for such tunnel lining work, a cylindrical gripping member (gripping hardware) is embedded in the center, and the suspension bracket is inserted into the segment by fitting the suspension bracket to the gripping member. The segment can be attached to the erector.

把持部材の一例を図20に示す。この把持部材21は、厚肉鋼管22の内面に雌ねじ部23を設け、この厚肉鋼管22の長手方向の奥側端部の外周面にアンカー筋24を巻き付け、このアンカー筋24を厚肉鋼管22の外周面に溶接によって一体に固定したものであって、厚肉鋼管22の開口端面は、通常、セグメント組立後にその開口部を塞ぐキャップが取り付けられる。取り付け後、キャップの頭がセグメント15の表面16と面一となるように、表面16から厚さ方向に円錐台形状の空間が設けられたところに埋設されている。   An example of the gripping member is shown in FIG. This gripping member 21 is provided with a female thread portion 23 on the inner surface of a thick steel pipe 22, and an anchor bar 24 is wound around the outer peripheral surface of the rear side end in the longitudinal direction of the thick wall steel pipe 22. The outer peripheral surface of the steel plate 22 is integrally fixed by welding, and the opening end surface of the thick-walled steel pipe 22 is usually attached with a cap that closes the opening after the segment is assembled. After the attachment, the cap head is embedded in a space having a truncated cone shape in the thickness direction from the surface 16 so that the head of the cap is flush with the surface 16 of the segment 15.

また、図21に把持部材の他例を示す。この把持部材25は、鋳鉄製であって、内面に雌ねじ部27が設けられた筒状部26と、筒状部26の長手方向の奥側端部の外周面に一体に設けられた環状のフランジ28とを備え、筒状部26の開口端面は、通常、セグメント組立後にその開口部を塞ぐキャップが取り付けられる。取り付け後、キャップの頭がセグメント15の表面16と面一となるように、表面16から厚さ方向に円錐台形状の空間が設けられたところに埋設されている。   FIG. 21 shows another example of the gripping member. This gripping member 25 is made of cast iron, and has a cylindrical portion 26 provided with an internal thread portion 27 on the inner surface, and an annular shape integrally provided on the outer peripheral surface of the longitudinal end of the cylindrical portion 26 in the longitudinal direction. The opening end surface of the cylindrical portion 26 is usually provided with a cap that closes the opening after the segment assembly. After the attachment, the cap head is embedded in a space having a truncated cone shape in the thickness direction from the surface 16 so that the head of the cap is flush with the surface 16 of the segment 15.

さらに、把持部材の他例が特許文献1に記載されている。この把持部材は、繊維強化樹脂製の成形品であって、外面に環状の突起が多段に設けられ、内面に雌ねじが設けられた筒状の本体を有し、この本体がセグメントに埋設されている。   Further, another example of the gripping member is described in Patent Document 1. This gripping member is a molded product made of fiber reinforced resin, and has a cylindrical main body in which annular projections are provided in multiple stages on the outer surface and female threads are provided on the inner surface, and this main body is embedded in a segment. Yes.

特開平11−270291号公報JP 11-270291 A

ところで、図20及び図21に記載の把持部材21、25にあっては、把持部材21、25に吊金具(図示せず)を嵌合させて、吊金具を介してセグメント15を吊り下(上)げる場合に、把持部材21、25にかかる引張力に対して、吊金具を抜け出させない抵抗力と把持部材21、25そのものがセグメント15から抜け出ない定着力が必要である。そのため、嵌合させるねじは厚い肉厚が必要な台形ねじが施されている。または、定着させるため、把持部材21の場合は、「段落0004」に記載の通り、アンカー筋24を巻き付けてあり、把持部材25は、「段落0005」に記載の通り、環状のフランジ28が設けられ、これらの部分から図20、図21のコーン状の部分Aで把持部材21、25が抜け出す抵抗となり、密着を図っている。それぞれが把持部材21、25の重量を重くしている。把持部材21においては、極厚肉鋼管のねじ加工に加えてアンカー筋24の材料及び溶接加工、把持部材25においては、ねじ部27の筒状部26と環状のフランジ28を一体で成型するため、鋳造で成型している。何れも製作に手間がかかり、かつ、重量が重いため、セグメント15に把持部材21、25を埋設する際の作業性が悪くなり、セグメント15の製作費用を押し上げている。   By the way, in the gripping members 21 and 25 described in FIGS. 20 and 21, a hanging bracket (not shown) is fitted to the gripping members 21 and 25, and the segment 15 is suspended via the hanging bracket ( Top) When pulling up, it is necessary to have a resistance to prevent the hanging bracket from coming out against a tensile force applied to the holding members 21 and 25 and a fixing force to prevent the holding members 21 and 25 themselves from coming out of the segment 15. Therefore, the screw to be fitted is a trapezoidal screw that requires a thick wall thickness. Alternatively, in order to fix, in the case of the gripping member 21, the anchor bars 24 are wound as described in “paragraph 0004”, and the gripping member 25 is provided with an annular flange 28 as described in “paragraph 0005”. Accordingly, the gripping members 21 and 25 are pulled out from these portions at the cone-shaped portion A in FIGS. 20 and 21 so as to achieve close contact. Each increases the weight of the gripping members 21 and 25. In the gripping member 21, in addition to threading of an extremely thick steel pipe, the material and welding of the anchor bars 24, and in the gripping member 25, the cylindrical portion 26 of the screw portion 27 and the annular flange 28 are integrally formed. It is molded by casting. In both cases, the production takes time and the weight is heavy, so the workability when embedding the gripping members 21 and 25 in the segment 15 is deteriorated, and the production cost of the segment 15 is increased.

一方、特許文献1に記載の把持部材は、図20及び図21に示す把持部材21、25のような重量の問題は生じないが、合成樹脂製であるために耐火性が劣り、また、コンクリートとの密着性が鉄よりは悪いため、漏水が発生することもあり、使用可能な環境条件が狭い範囲に制限されてしまう。   On the other hand, the gripping member described in Patent Document 1 does not cause a weight problem as in the gripping members 21 and 25 shown in FIGS. 20 and 21, but is made of synthetic resin and thus has poor fire resistance. Since the adhesion to the water is worse than that of iron, water leakage may occur, and the usable environmental conditions are limited to a narrow range.

本発明は、上記のような従来の問題に鑑みなされたものであって、セグメントの製作費を削減できるとともに、使用可能な環境条件が狭い範囲に制限されることがない、把持部材を提供することを目的とする。   The present invention has been made in view of the conventional problems as described above, and provides a gripping member that can reduce the production cost of a segment and that is not limited to a narrow range of usable environmental conditions. For the purpose.

上記のような課題を解決するために、本発明は、以下のような手段を採用している。
すなわち、本発明は、コンクリート部材に埋設されるとともに、内側に吊金具が嵌合される鋼製の把持部材であって、内面に前記吊金具の雄ねじ部を嵌合させる雌ねじ部が形成され、外面に前記雌ねじ部に対応する凹凸部が形成された筒状の本体部を有し、該本体部の基端が前記コンクリート部材の表面から深さ方向に所定の距離離れた位置に位置するように、前記コンクリート部材に埋設されていることを特徴とする。
In order to solve the above problems, the present invention employs the following means.
That is, the present invention is a steel gripping member embedded in a concrete member and fitted with a hanging metal fitting inside, and an internal thread portion for fitting the male screw portion of the hanging metal fitting is formed on the inner surface. It has a cylindrical main body part formed with an uneven part corresponding to the female screw part on the outer surface, and the base end of the main body part is located at a position away from the surface of the concrete member by a predetermined distance in the depth direction. Further, it is embedded in the concrete member.

本発明の把持部材によれば、本体部に吊金具を嵌合させて、吊金具の雄ねじ部と本体部の雌ねじ部とを螺合させることにより、吊金具を介してコンクリート部材を吊り下げることができる。
この場合、本体部にかかる引張力に対しては、本体部の外面側の凹凸部のコンクリートに対する付着力と、凹凸部とコンクリートとの間のせん断抵抗力とにより、抵抗することができる。また、吊金具からの引張力に対しては、その引張力が吊金具の雄ねじ部、本体部内面の雌ねじ部、及び本体部の外面側の凹凸部を介してコンクリートに伝達され、それらの間に生じる支圧力によって抵抗することができる。
従って、引張力に抵抗するために、本体部の厚さを厚くする必要がないので、本体部の軽量化を図ることができ、コンクリート部材に埋設する際の作業性を向上させることができ、コンクリート部材の製作費用を削減することができる。
According to the gripping member of the present invention, the concrete member is suspended via the suspension fitting by fitting the suspension fitting to the main body portion and screwing the male screw portion of the suspension fitting and the female screw portion of the main body portion. Can do.
In this case, the tensile force applied to the main body portion can be resisted by the adhesion force of the uneven portion on the outer surface side of the main body portion to the concrete and the shear resistance force between the uneven portion and the concrete. Also, with respect to the tensile force from the hanging bracket, the tensile force is transmitted to the concrete via the male threaded portion of the hanging bracket, the female threaded portion on the inner surface of the main body portion, and the uneven portion on the outer surface side of the main body portion. Can be resisted by the support pressure generated in
Therefore, since it is not necessary to increase the thickness of the main body in order to resist the tensile force, the weight of the main body can be reduced, and the workability when embedded in a concrete member can be improved. The manufacturing cost of the concrete member can be reduced.

また、本発明において、前記本体部の基端には、内外面に凹凸のない筒状又はテーパ筒状のねじ導入部が一体に設けられていることとしてもよい。   In the present invention, the base end of the main body may be integrally provided with a cylindrical or tapered cylindrical screw introduction portion with no irregularities on the inner and outer surfaces.

本発明の把持部材によれば、ねじ導入部の外面のコンクリートへの付着力によっても、本体部にかかる引張力に抵抗することができる。また、本体部に吊金具を嵌合させ、吊金具でコンクリート部材を吊り下げ、コンクリート部材の組み立て等が完了した後に、ねじ導入部にキャップを取り付けることにより、コンクリート部材の開口部を閉塞することができ、コンクリート部材の見栄えをよくすることができる。   According to the gripping member of the present invention, the tensile force applied to the main body can be resisted by the adhesion force of the outer surface of the screw introduction portion to the concrete. In addition, a suspension fitting is fitted to the main body, the concrete member is suspended by the suspension fitting, and after the assembly of the concrete member is completed, a cap is attached to the screw introduction portion to close the opening of the concrete member. It is possible to improve the appearance of the concrete member.

さらに、本発明において、前記コンクリート部材の表面と前記本体部の基端との間、又は前記コンクリート部材の表面と前記ねじ導入部との間には、前記本体部の基端、又は前記ねじ導入部に取り付けられるキャップよりも大径の円柱状又は円錐台形状の空間からなる逃げ部が設けられていることとしてもよい。   Furthermore, in the present invention, between the surface of the concrete member and the base end of the main body part, or between the surface of the concrete member and the screw introduction part, the base end of the main body part or the screw introduction It is good also as providing the escape part which consists of a cylindrical or frustoconical space larger diameter than the cap attached to a part.

本発明の把持部材によれば、本体部に吊金具を嵌合させ、吊金具でコンクリート部材を吊り下げる場合に、円柱状又は円錐台形状の空間からなる逃げ部により、本体部とコンクリート部材の表面との間、又はねじ導入部とコンクリート部材の表面との間にひび割れが発生するのを防止できる。
この場合、逃げ部の深さは、本体部又はねじ導入部に取り付けられるキャップの頭部の高さに相当する深さに設定するか、或いは、把持部材のコンクリート部材への定着力を高めるために、逃げ部の深さをキャップの頭部の高さよりも深くする設定する。逃げ部の深さをキャップの頭部の高さよりも深く設定することにより、吊金具からコンクリート部材に応力を伝達する本体部の凹凸部を深く埋設することになり、従来の把持部材において、コーン状の部分が大きいほど定着力が増す原理と同じ効果で定着力を増すことができ、コンクリート部材にひび割れが発生するのを効果的に防止できる。
According to the gripping member of the present invention, when the hanging metal fitting is fitted to the main body portion and the concrete member is suspended by the hanging metal fitting, the main body portion and the concrete member are separated by the escape portion formed of a columnar or frustoconical space. It is possible to prevent cracks from occurring between the surfaces or between the screw introduction portion and the surface of the concrete member.
In this case, the depth of the escape portion is set to a depth corresponding to the height of the head portion of the cap attached to the main body portion or the screw introduction portion, or to increase the fixing force of the gripping member to the concrete member. In addition, the depth of the escape portion is set to be deeper than the height of the head portion of the cap. By setting the depth of the escape portion deeper than the height of the head of the cap, the uneven portion of the main body that transmits stress from the hanging bracket to the concrete member is buried deeply. The fixing force can be increased by the same effect as the principle that the fixing force increases as the shape portion increases, and cracks can be effectively prevented from occurring in the concrete member.

さらに、本発明において、前記本体部及び前記ねじ導入部には、径方向外方に凹む被嵌合部が設けられ、該被嵌合部に前記本体部及び前記ねじ導入部に取り付けられるキャップの嵌合部が嵌合されることとしてもよい。   Further, in the present invention, the main body portion and the screw introduction portion are provided with a fitted portion that is recessed radially outward, and a cap that is attached to the main body portion and the screw introduction portion on the fitted portion. It is good also as a fitting part being fitted.

本発明の把持部材によれば、本体部及びねじ導入部の被嵌合部にキャップの嵌合部を嵌合させることにより、キャップが本体部及びねじ導入部に取り付けられた状態に固定される。   According to the gripping member of the present invention, the cap is fixed in a state of being attached to the main body portion and the screw introduction portion by fitting the fitting portion of the cap to the fitted portion of the main body portion and the screw introduction portion. .

さらに、本発明において、コンクリート部材は、セグメントであることとしてもよい。   Furthermore, in the present invention, the concrete member may be a segment.

この場合、例えば、セグメントを通常のコンクリートよりも引張強度の高い鋼繊維補強コンクリート製とすることにより、同じ大きさ、重量の通常のコンクリート製セグメントに使用する把持部材よりも小さな把持部材で対応することが可能となる。   In this case, for example, the segment is made of steel fiber reinforced concrete having higher tensile strength than normal concrete, so that the grip member smaller than the grip member used for the normal concrete segment having the same size and weight can be used. It becomes possible.

以上、説明したように、本発明の把持部材によれば、引張力に抵抗するために、肉厚を厚くする必要がなく、軽量化を図ることができるので、価格も安く、且つコンクリート部材に埋設させる作業性を高めることができ、製作費用を削減することができる。   As described above, according to the gripping member of the present invention, it is not necessary to increase the wall thickness in order to resist the tensile force, and the weight can be reduced. The workability to embed can be improved, and the production cost can be reduced.

本発明による把持部材の第1の実施の形態の全体を示した概略断面図である。It is the schematic sectional drawing which showed the whole 1st Embodiment of the holding member by this invention. 吊金具の平面図である。It is a top view of a hanging metal fitting. 吊金具を取り付けたコンクリート部材の全体を示した概略断面図である。It is the schematic sectional drawing which showed the whole concrete member which attached the hanging metal fitting. 図3の部分拡大図である。FIG. 4 is a partially enlarged view of FIG. 3. セグメント供試体の平面図である。It is a top view of a segment specimen. 図5の正面図である。FIG. 6 is a front view of FIG. 5. 図5の右側面図である。FIG. 6 is a right side view of FIG. 5. 本発明による把持部材の第2の実施の形態の全体を示した概略断面図である。It is the schematic sectional drawing which showed the whole 2nd Embodiment of the holding member by this invention. 図8の断面図である。It is sectional drawing of FIG. 図8の部分斜視図である。FIG. 9 is a partial perspective view of FIG. 8. 第2の実施の形態に使用する吊金具の正面図である。It is a front view of the hanging metal fitting used for 2nd Embodiment. 図11の断面図である。It is sectional drawing of FIG. 本発明による把持部材の第3の実施の形態の全体を示した概略断面図である。It is the schematic sectional drawing which showed the whole 3rd Embodiment of the holding member by this invention. 図13の断面図である。It is sectional drawing of FIG. 図13の部分斜視図である。FIG. 14 is a partial perspective view of FIG. 13. 第3の実施の形態の変形例を示した概略断面図である。It is the schematic sectional drawing which showed the modification of 3rd Embodiment. 本発明による把持部材の第4の実施の形態の全体を示した概略断面図である。It is the schematic sectional drawing which showed the whole 4th Embodiment of the holding member by this invention. 図17の断面図である。It is sectional drawing of FIG. 第4の実施の形態に使用する吊金具の全体を示した概略図である。It is the schematic which showed the whole hanging bracket used for 4th Embodiment. 従来の把持部材の一例を示した概略図である。It is the schematic which showed an example of the conventional holding member. 従来の把持部材の他例を示した概略図である。It is the schematic which showed the other example of the conventional holding member.

以下、図面を参照しながら本発明の実施の形態について説明する。
図1〜図4には、本発明による把持部材の第1の実施の形態が示されている。図1は把持部材の全体を示す概略断面図、図2は吊金具の平面図、図3は吊金具を取り付けたコンクリート部材(セグメント)の全体を示す概略断面図、図4は図3の部分拡大図である。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
1 to 4 show a first embodiment of a gripping member according to the present invention. 1 is a schematic sectional view showing the entire gripping member, FIG. 2 is a plan view of the hanging bracket, FIG. 3 is a schematic sectional view showing the entire concrete member (segment) to which the hanging bracket is attached, and FIG. 4 is a portion of FIG. It is an enlarged view.

すなわち、本発明の把持部材は、各種のコンクリート部材を吊金具で吊り下げる場合に適用可能なものであって、本実施の形態においては、図3及び図4に示すように、トンネルの内壁面の覆工に用いられるコンクリート製のセグメント15を吊金具10で吊り下げる場合に適用している。   That is, the gripping member of the present invention can be applied when various concrete members are suspended by the hanging metal fittings. In this embodiment, as shown in FIGS. 3 and 4, the inner wall surface of the tunnel is used. This is applied to the case where the concrete segment 15 used for the lining is hung by the hanging bracket 10.

コンクリート製のセグメント(以下、「セグメント15」という。)は、中央部に本実施の形態の把持部材1が埋設され、この把持部材1に吊金具10が取り付けられるようになっている。本実施の形態においては、例えば、重量が8トン〜10トンのセグメント15を想定している。   A concrete segment (hereinafter referred to as “segment 15”) has a gripping member 1 according to the present embodiment embedded in the center thereof, and a hanging metal fitting 10 is attached to the gripping member 1. In the present embodiment, for example, a segment 15 having a weight of 8 to 10 tons is assumed.

把持部材1は、薄肉鋼管(例えば、機械構造用炭素鋼管(STKM11A))を材料として機械加工等によって形成されるものであって、図1に示すように、内面に雌ねじ部3が形成され、外面に雌ねじ部3の溝に対応した形状の凹凸部4が形成される筒状の本体部2と、本体部2の雌ねじ部3の基端3aに一体に設けられる内外面に凹凸のない筒状のねじ導入部5と、本体部2の雌ねじ部3の終端3bに一体に設けられる内外面に凹凸のない筒状の余長部7とから構成されている。なお、ねじ導入部5は、上端にいくに従って順次大径となるテーパ筒状であってもよい。   The gripping member 1 is formed by machining or the like using a thin-walled steel pipe (for example, a carbon steel pipe for machine structure (STKM11A)), and as shown in FIG. A cylindrical main body 2 in which the concave and convex portion 4 having a shape corresponding to the groove of the female screw portion 3 is formed on the outer surface, and a tube having no irregularities on the inner and outer surfaces provided integrally with the base end 3a of the female screw portion 3 of the main body 2 And a cylindrical extra length portion 7 with no irregularities on the inner and outer surfaces, which are integrally provided at the terminal end 3b of the female screw portion 3 of the main body portion 2. Note that the screw introduction portion 5 may have a tapered cylindrical shape that gradually increases in diameter toward the upper end.

図4に示すように、把持部材1の本体部2内面の雌ねじ部3には、吊金具10の雄ねじ部11が螺合されるようになっている。なお、本体部2の雌ねじ部3は、せん断強度に優れる台形ねじ状が好ましい。   As shown in FIG. 4, the male screw portion 11 of the hanging bracket 10 is screwed into the female screw portion 3 on the inner surface of the main body portion 2 of the gripping member 1. In addition, the internal thread part 3 of the main-body part 2 has preferable trapezoidal screw shape which is excellent in shear strength.

ねじ導入部5の内面には、被嵌合部である径方向外方に凹む環状の凹部6が設けられ、この凹部6にセグメント15の円錐台形状の空間部17、又は把持部材1の入口を閉塞するキャップ(図示せず)の嵌合部である突起を嵌合させることにより、キャップをセグメント15の空間部17に固定することができる。なお、凹部6は、台形ねじ状でもよい。   On the inner surface of the screw introduction portion 5, an annular concave portion 6 that is a radially engaged portion, which is a fitted portion, is provided, and in this concave portion 6, the frustoconical space portion 17 of the segment 15 or the entrance of the gripping member 1. The cap can be fixed to the space portion 17 of the segment 15 by fitting a projection which is a fitting portion of a cap (not shown) that closes the cap. In addition, the recessed part 6 may be trapezoidal screw shape.

余長部7は、本体部2内面の雌ねじ部3と吊金具10の雄ねじ部11の先端部の不完全ねじ部とが干渉するのを避けるためのものであって、図4に示すように、吊金具10の雄ねじ部3を本体部2内面の雌ねじ部3に螺合させて嵌合させた際に、この余長部7に吊金具10の雄ねじ部11の先端部の不完全ねじ部を逃すようになっている。さらに、余長部7は、把持部材1内部へコンクリート流入を防ぐためのキャップ(図示せず)の取付口となっている。   The extra length portion 7 is for avoiding interference between the internal thread portion 3 on the inner surface of the main body portion 2 and the incomplete thread portion at the distal end portion of the external thread portion 11 of the hanging bracket 10, as shown in FIG. When the male threaded portion 3 of the hanging bracket 10 is screwed into and fitted to the female threaded portion 3 on the inner surface of the main body 2, the incomplete threaded portion at the tip of the male threaded portion 11 of the hanging bracket 10 is connected to this extra length portion 7. Is supposed to be missed. Further, the surplus length portion 7 serves as an attachment port for a cap (not shown) for preventing the concrete from flowing into the gripping member 1.

把持部材1は、図3及び図4に示すように、セグメント15の中央部に、軸線がセグメント15の厚さ方向を向くように、かつ、本体部2の雌ねじ部3の基端3aがセグメント15の表面16から厚さ方向に所定の距離離れた位置に位置するように、セグメント15に埋設されている。   As shown in FIGS. 3 and 4, the gripping member 1 has a segment 15 in which the axis line is oriented in the thickness direction of the segment 15 and the base end 3 a of the female screw portion 3 of the main body 2 is a segment. 15 is embedded in the segment 15 so as to be located at a predetermined distance from the surface 16 of the 15 in the thickness direction.

図4に示すように、把持部材1のねじ導入部5の上端(先端)とセグメント15の表面16との間には、円錐台形状の空間である逃げ部18が設けられている。逃げ部18は、内周面が5°以上のテーパ面18aに形成され、このテーパ面18aの下端に把持部材1のねじ導入部5の上端が連続して配置されるように、把持部材1のねじ導入部5の上端とセグメント15の表面16との間に設けられている。この逃げ部18により、把持部材1に吊金具10を取り付け、吊金具10を介してセグメント15を吊り下げた場合に、吊金具10からの引張力によってセグメント15の表面16側にひび割れが生じるのを防止できる。   As shown in FIG. 4, an escape portion 18 that is a frustoconical space is provided between the upper end (tip) of the screw introduction portion 5 of the gripping member 1 and the surface 16 of the segment 15. The escape portion 18 is formed on a tapered surface 18a having an inner peripheral surface of 5 ° or more, and the upper end of the screw introduction portion 5 of the gripping member 1 is continuously arranged at the lower end of the tapered surface 18a. Between the upper end of the screw introduction portion 5 and the surface 16 of the segment 15. When the hanging bracket 10 is attached to the gripping member 1 and the segment 15 is suspended via the hanging bracket 10 by the relief portion 18, a crack is generated on the surface 16 side of the segment 15 due to the tensile force from the hanging bracket 10. Can be prevented.

なお、本実施の形態においては、逃げ部18を円錐台形状の空間によって構成しているが、逃げ部18を円柱状の空間によって構成してもよい。要は、把持部材1の雌ねじ部3の基端3aとセグメント15の表面16との間に所定の長さの空間を構成すればよい。   In the present embodiment, the escape portion 18 is configured by a truncated cone space, but the escape portion 18 may be configured by a cylindrical space. In short, a space having a predetermined length may be formed between the base end 3 a of the female screw portion 3 of the gripping member 1 and the surface 16 of the segment 15.

上記のように構成した本実施の形態の把持部材1を埋設したセグメント15の表面16側から把持部材1の内側に吊金具10を挿入し、吊金具10の雄ねじ部11を把持部材1の本体部2内面側の雌ねじ部3に螺合させて嵌合させることにより、吊金具10を把持部材1に取り付けることができる。   The hanging bracket 10 is inserted into the inside of the gripping member 1 from the surface 16 side of the segment 15 in which the gripping member 1 of the present embodiment configured as described above is embedded, and the male thread portion 11 of the hanging bracket 10 is connected to the body of the gripping member 1. The hanging bracket 10 can be attached to the gripping member 1 by being screwed into and fitted into the female screw portion 3 on the inner surface side of the portion 2.

そして、吊金具10を介してセグメント15をシールド掘進機のエレクターに取り付け、エレクターを操作することにより、シールド掘進機によって掘削した地盤の内壁面にセグメント15を組み立て、内壁面をセグメント15によって覆工することができる。   Then, the segment 15 is attached to the erector of the shield machine through the hanging metal fitting 10 and the erector is operated to assemble the segment 15 on the inner wall surface of the ground excavated by the shield machine, and the inner wall surface is covered by the segment 15 can do.

以上説明した本実施の形態の把持部材1にあっては、吊金具10を介してセグメント15を吊り下げた場合に、把持部材1にかかる引張力に対しては、本体部2の外面側の凹凸部4のコンクリートに対する付着力と、凹凸部4とコンクリートとの間のせん断抵抗力とにより、抵抗することができる。また、吊金具10からの引張力に対しては、その引張力が吊金具10の雄ねじ部11、本体部2内面の雌ねじ部3、及び本体部2外面側の凹凸部4を介してコンクリートに伝達され、それらの間に生じる支圧力によって抵抗することができる。   In the gripping member 1 according to the present embodiment described above, when the segment 15 is suspended via the hanging bracket 10, the tensile force applied to the gripping member 1 is on the outer surface side of the main body 2. Resistance can be achieved by the adhesion force of the uneven portion 4 to the concrete and the shear resistance force between the uneven portion 4 and the concrete. Moreover, with respect to the tensile force from the hanging bracket 10, the tensile force is applied to the concrete via the male screw portion 11 of the hanging bracket 10, the female screw portion 3 on the inner surface of the main body portion 2, and the uneven portion 4 on the outer surface side of the main body portion 2. It can be transmitted and resisted by the support pressure that occurs between them.

従って、引張力に抵抗するために、従来のもののように把持部材1の厚さを非常に厚くする必要がないので、把持部材1の軽量化を図ることができるため、把持部材1をセグメント15に埋設する際の作業性を向上させることができ、しかも、価格も安いためセグメント15の製作費用を大幅に削減することができる。しかも、部材の軽量化は、省資源に繋がり、地球温暖化防止に貢献するものである。   Therefore, since it is not necessary to make the gripping member 1 very thick as in the prior art in order to resist the tensile force, the gripping member 1 can be reduced in weight. In addition, the workability when embedding in the space can be improved, and the manufacturing cost of the segment 15 can be greatly reduced because the price is low. Moreover, the weight reduction of the members leads to resource saving and contributes to the prevention of global warming.

図8〜図12には、本発明による把持部材の第2実施の形態が示されている。本実施の形態の把持部材1は、本体部2の内面側に、周方向に120°間隔毎に雌ねじ部3cと非ねじ部3dとを交互に設けるとともに、本体部2の外面側に、周方向に120°間隔毎に雌ねじ部3cに対応する形状の凹凸部4aと非ねじ部3dに対応する形状の非凹凸部4bとを交互に設けたものであって、その他の構成は前記第1の実施の形態に示すものと同様である。   8 to 12 show a second embodiment of a gripping member according to the present invention. The gripping member 1 according to the present embodiment is provided with female screw portions 3c and non-screw portions 3d alternately at intervals of 120 ° in the circumferential direction on the inner surface side of the main body portion 2, and on the outer surface side of the main body portion 2. The uneven portion 4a having a shape corresponding to the female screw portion 3c and the non-recessed portion 4b having a shape corresponding to the non-threaded portion 3d are alternately provided at intervals of 120 ° in the direction. This is the same as that shown in the embodiment.

また、本実施の形態の把持部材1に使用される吊金具は、図11及び図12に示すように、把持部材1の本体部2の内面側の雌ねじ部3c及び非ねじ部3dに対応するように、周方向に120°間隔毎に雄ねじ部11aと非ねじ部11bとを交互に設けた形状としている。   Further, as shown in FIGS. 11 and 12, the hanging metal fitting used for the gripping member 1 of the present embodiment corresponds to the female screw portion 3 c and the non-screw portion 3 d on the inner surface side of the main body portion 2 of the gripping member 1. Thus, it is set as the shape which alternately provided the external thread part 11a and the non-screw part 11b for every 120 degree interval in the circumferential direction.

そして、上記のような構成の把持部材1に吊金具10を取り付けるには、把持部材1の本体部2の雌ねじ部3c及び非ねじ部3dの位置に吊金具10の非ねじ部11b及び雄ねじ部11aをそれぞれ合わせ、この状態で吊金具10を把持部材1の本体部2の内側に奥まで挿入し、吊金具10を60°回して吊金具10の雄ねじ部11aを把持部材1の雌ねじ部3cに係合させればよい。
なお、図示はしないが、吊金具10の基端部に全周ねじを複数条設けてもよい。その場合には、吊金具10を把持部材1の本体部2の内側に挿入した後に、全周ねじ部の条数の分だけ吊金具10を回転させればよい。
And in order to attach the hanging metal fitting 10 to the holding member 1 of the above structure, the non-threaded part 11b and the male screw part of the hanging metal fitting 10 are positioned at the positions of the female screw part 3c and the non-screw part 3d of the main body part 2 of the holding member 1. 11a, and in this state, the suspension fitting 10 is inserted into the main body 2 of the gripping member 1 as far as it will go, and the suspension fitting 10 is turned by 60 ° so that the male thread 11a of the suspension fitting 10 is the female thread 3c of the gripping member 1. Can be engaged.
Although not shown, a plurality of full-circle screws may be provided at the base end of the hanging bracket 10. In that case, after inserting the hanging metal fitting 10 into the inside of the main body 2 of the gripping member 1, the hanging metal fitting 10 may be rotated by the number of threads of the entire circumference screw portion.

上記のように構成した本実施の形態による把持部材1にあっても、前記第1の実施の形態に示すものと同様の作用効果を奏する他、把持部材1へ吊金具10を取り付ける際に、吊金具10を把持部材1の内側に挿入して60°回すだけでよいので、吊金具10の把持部材1への取り付け作業性を向上させることができる。   Even in the gripping member 1 according to the present embodiment configured as described above, the same effects as those shown in the first embodiment can be obtained, and when the hanging bracket 10 is attached to the gripping member 1, Since it is only necessary to insert the hanging bracket 10 into the inside of the gripping member 1 and rotate it by 60 °, the workability of attaching the hanging bracket 10 to the gripping member 1 can be improved.

図13〜図15には、本発明による把持部材の第3の実施の形態が示されている。本実施の形態の把持部材1は、本体部2の外面側の非凹凸部3dに対応する部分に凹凸部4cを設け、さらに、ねじ導入部5の内面にねじ部6aを設け、このねじ部6aにキャップ側のねじ部を嵌合させるように構成したものであって、その他の構成は前記第2の実施の形態に示すものと同様である。
なお、図16に示すように、ねじ導入部5の内面にねじ部6aの代わりに凹部6を設け、この凹部6にキャップ側の突起を嵌合させるように構成してもよい。
A third embodiment of a gripping member according to the present invention is shown in FIGS. The gripping member 1 of the present embodiment is provided with a concavo-convex portion 4c in a portion corresponding to the non-concave portion 3d on the outer surface side of the main body portion 2, and further provided with a screw portion 6a on the inner surface of the screw introduction portion 5. The cap-side threaded portion is configured to be fitted to 6a, and the other configurations are the same as those shown in the second embodiment.
In addition, as shown in FIG. 16, you may comprise so that the recessed part 6 may be provided in the inner surface of the screw introduction part 5 instead of the screw part 6a, and the protrusion by the side of a cap may be fitted in this recessed part 6. FIG.

そして、本実施の形態の把持部材1にあっても、前記第2の実施の形態に示すものと同様の作用効果を奏する他、本体部2の外面側の非凹凸部3dに凹凸部4cを設けているので、把持部材1の本体部2とコンクリートとの付着性を高めることができる。   And even if it exists in the holding member 1 of this Embodiment, there exists an effect similar to what is shown in the said 2nd Embodiment, and the uneven | corrugated | grooved part 4c is provided in the non-uneven | corrugated | grooved part 3d of the outer surface side of the main-body part 2. Since it has provided, the adhesiveness of the main-body part 2 of the holding member 1 and concrete can be improved.

図17〜図19には、本発明による把持部材の第4の実施の形態が示されている。本実施の形態の把持部材1は、本体部2の内面側の先端部に全周に亘る雌ねじ部3cを設け、それに対応する本体部2の外面側の先端部に全周に亘る凹凸部4aを設けたものであって、その他の構成は前記第3の実施の形態に示すものと同様である。   17 to 19 show a fourth embodiment of a gripping member according to the present invention. The gripping member 1 according to the present embodiment is provided with a female screw portion 3c over the entire circumference at the front end portion on the inner surface side of the main body portion 2, and a concavo-convex portion 4a over the entire circumference at the front end portion on the outer surface side of the main body portion 2 corresponding thereto. The other configurations are the same as those shown in the third embodiment.

また、本実施の形態の把持部材1に使用する吊金具10は、図19に示すように、基端部に全周ねじが複数条設けられているので、吊金具10を把持部材1の本体部2の内側に挿入した後に、全周ねじの条数分だけ吊金具10を回転させる必要がある。   Further, as shown in FIG. 19, the suspension fitting 10 used for the gripping member 1 of the present embodiment has a plurality of full-circle screws provided at the base end portion. After being inserted into the inside of the portion 2, it is necessary to rotate the hanging bracket 10 by the number of the entire circumference screw.

そして、本実施の形態の把持部材にあっても、前記第3の実施の形態に示すものと同様の作用効果を奏する。   And even if it exists in the holding member of this Embodiment, there exists an effect similar to what is shown in the said 3rd Embodiment.

次に、本発明による把持部材の引抜き試験の結果を示す。
(1)把持部材
把持部材1は、図1に示すように、材質;STKM11A、厚さ(t);1.5mm、外径(R1);86mm内径(R2);83mm、全長(l);155mm、キャップ取付部長さ(l1);50mm、本体部(雌ねじ部)長さ(l2);95mm、80mm、余長部長さ(l3);10mm、雌ねじ部;吊金具の雄ねじ部(台形ねじ;Tr82×P10)と嵌合可能な形状とした。
Next, the result of the pull-out test of the holding member according to the present invention will be shown.
(1) Gripping member As shown in FIG. 1, the gripping member 1 is made of a material: STKM11A, thickness (t): 1.5 mm, outer diameter (R1); 86 mm inner diameter (R2); 83 mm, full length (l); 155 mm, cap mounting part length (l1): 50 mm, body part (female thread part) length (l2); 95 mm, 80 mm, extra length part length (l3); 10 mm, female thread part; male thread part of the hanging bracket (trapezoidal screw; Tr82 × P10) can be fitted.

(2)セグメント供試体
セグメント供試体15は、図5〜図7に示すように、厚さ(h);400mm、幅(b);1000mm、長さ(l)1300mmとし、図1に示す把持部材1を中央部に埋設し、把持部材1の先端とセグメント供試体15の表面16との間に円錐台形状の空間である逃げ部18を設けた。逃げ部18は、図4に示すように、深さ(h1);75mm、外側径;110mm、内側径;95mmの円錐台形状の空間とし、セグメント供試体15の表面16から把持部材1の本体部2の雌ねじ部3の基端3aまでの距離(h1+l1);125mmとした。コンクリートは、設計基準強度f´ck=42N/mmの鋼繊維補強高流動コンクリートを使用し、主鉄筋としてD16を上下にそれぞれ8本配置した。
(2) Segment specimen As shown in FIGS. 5 to 7, the segment specimen 15 has a thickness (h): 400 mm, a width (b): 1000 mm, and a length (l) 1300 mm. The member 1 was embedded in the central portion, and a relief portion 18 that was a truncated cone-shaped space was provided between the tip of the gripping member 1 and the surface 16 of the segment specimen 15. As shown in FIG. 4, the escape portion 18 is a frustoconical space having a depth (h1): 75 mm, an outer diameter: 110 mm, an inner diameter: 95 mm, and the main body of the gripping member 1 from the surface 16 of the segment specimen 15. The distance (h1 + l1) to the base end 3a of the female screw part 3 of the part 2 was set to 125 mm. As the concrete, steel fiber reinforced high-fluidity concrete having a design standard strength f′ck = 42 N / mm 2 was used, and eight D16 bars were arranged vertically as main reinforcing bars.

(3)試験方法
台形ねじに加工したφ82mmの引抜き治具(吊金具10)使用し(図2、図4参照)、センターホールジャッキによる引抜き試験を行った。支持スパンは、エレクターの補助ジャッキの間隔を想定して700mmとし、載荷ピッチを20kNとして引抜き力を作用させた。
(3) Test method Using a φ82 mm extraction jig (hanging bracket 10) processed into a trapezoidal screw (see FIGS. 2 and 4), a extraction test was performed using a center hole jack. The support span was assumed to be 700 mm assuming the interval between the auxiliary jacks of the erector, and the pulling force was applied with a loading pitch of 20 kN.

(4)上記の引抜き試験の結果を表1に示す。

Figure 0005393319
ここで、実かん合長は、引抜き治具(吊金具10)と把持部材1とのねじ部(雄ねじ部11及び雌ねじ部3)のとり合い長を示している。ケース2−1では、把持部材1を完全に引き抜き、ケース2−2では、把持部材1の挿入量(実かん合長さ)を減じて実施した。
ひび割れ発生荷重は、ケース1で最小で400kN、ケース2−2のかん合長を減じたケースでも360kNであった。いずれのケースも把持部材1からセグメント供試体15の幅方向にひび割れが発生した。
引抜き耐力は、ケース1の最小で597kN、ケース2−1で506kN、ケース2−2で402kNであった。実嵌合長が長くなるほど引抜き耐力が増加する傾向が見られた。 (4) The results of the pull-out test are shown in Table 1.
Figure 0005393319
Here, the actual engagement length indicates the length of engagement of the threaded parts (the male threaded part 11 and the female threaded part 3) between the drawing jig (hanging bracket 10) and the gripping member 1. In case 2-1, the gripping member 1 was completely pulled out, and in case 2-2, the insertion amount (actual engagement length) of the gripping member 1 was reduced.
The crack generation load was 400 kN at the minimum in case 1 and 360 kN even in the case where the mating length of case 2-2 was reduced. In any case, cracks occurred in the width direction of the segment specimen 15 from the holding member 1.
The pull-out strength was 597 kN at the minimum for Case 1, 506 kN for Case 2-1, and 402 kN for Case 2-2. There was a tendency for the pulling strength to increase as the actual fitting length increased.

セグメント15の重量8トン(安全率5倍)〜10トン(安全率4倍)とした場合、ケース1−1〜ケース2−2の何れにおいても、十分な引抜き耐力を有していることが分かり、本発明の把持部材1が有効であることが実証され、セグメント15組み立て時の安全性を確保でき、大型のセグメント15も含めて適用可能であることが確認された。   When the weight of the segment 15 is 8 tons (safety factor 5 times) to 10 tons (safety factor 4 times), any of the cases 1-1 to 2-2 has sufficient pulling strength. As can be seen, it has been proved that the gripping member 1 of the present invention is effective, the safety at the time of assembling the segment 15 can be ensured, and it is confirmed that the large-sized segment 15 can be applied.

なお、前記各実施の形態においては、本発明による把持部材1をコンクリート製のセグメント15に適用したが、鋼繊維補強コンクリート製のセグメント15に本発明による把持部材1を適用してもよい。その場合には、同じ大きさ、重量のコンクリート製のセグメント15よりも小さい把持部材1で対応することができ、さらに、セグメント15の製作費を削減することができる。
さらに、セグメント15に限らず、他のコンクリート部材に本発明による把持部材1を適用してもよいものであり、その場合にも同様の作用効果を奏する。
In each of the above embodiments, the gripping member 1 according to the present invention is applied to the concrete segment 15, but the gripping member 1 according to the present invention may be applied to the steel fiber reinforced concrete segment 15. In that case, it is possible to cope with the gripping member 1 smaller than the concrete segment 15 having the same size and weight, and the manufacturing cost of the segment 15 can be reduced.
Furthermore, the gripping member 1 according to the present invention may be applied not only to the segment 15 but also to other concrete members.

1 把持部材
2 本体部
3 雌ねじ部
3a 基端
3b 終端
3c 雌ねじ部
3d 非ねじ部
4 凹凸部
4a 凹凸部
4b 非凹凸部
4c 凹凸部
5 ねじ導入部
6 凹部
7 余長部
10 吊金具
11 雄ねじ部
11a 雄ねじ部
11b 非ねじ部
15 セグメント(セグメント供試体)
16 表面
17 空間部
18 逃げ部
18a テーパ面
21 把持部材
22 厚肉鋼管
23 雌ねじ部
24 アンカー筋
25 把持部材
26 筒状部
27 雌ねじ部
28 フランジ
A コーン状の部分
DESCRIPTION OF SYMBOLS 1 Holding member 2 Main body part 3 Female thread part 3a Base end 3b Termination 3c Female thread part 3d Non-screw part 4 Uneven part 4a Uneven part 4b Non-uneven part 4c Uneven part 5 Screw introduction part 6 Recessed part 7 Extra length part 10 Suspension bracket 11 Male screw part 11a Male thread part 11b Non-screw part 15 segment (segment specimen)
16 Surface 17 Space 18 Escape 18a Tapered surface
21 Gripping Member 22 Thick Steel Pipe 23 Female Threaded Part 24 Anchor Muscle 25 Gripping Member 26 Tubular Part 27 Female Threaded Part 28 Flange A Cone Part

Claims (6)

コンクリート部材に埋設されるとともに、内側に吊金具が嵌合される鋼製の把持部材であって、
内面に前記吊金具の雄ねじ部を嵌合させる雌ねじ部が形成され、外面に前記雌ねじ部に対応する凹凸部が形成された筒状の本体部を有し、
該本体部の基端が前記コンクリート部材の表面から深さ方向に所定の距離離れた位置に位置するように、前記コンクリート部材に埋設されていることを特徴とする把持部材。
A steel gripping member embedded in a concrete member and fitted with a hanging metal fitting inside,
An internal thread portion is formed on the inner surface to fit the male thread portion of the suspension fitting, and an outer surface has a cylindrical main body portion on which an uneven portion corresponding to the female thread portion is formed.
A gripping member embedded in the concrete member such that a base end of the main body portion is located at a position away from the surface of the concrete member in a depth direction by a predetermined distance.
前記本体部の基端には、内外面に凹凸のない筒状又はテーパ筒状のねじ導入部が一体に設けられていることを特徴とする請求項1に記載の把持部材。   The grip member according to claim 1, wherein a cylindrical or tapered cylindrical screw introduction portion having no irregularities on the inner and outer surfaces is integrally provided at a proximal end of the main body portion. 前記コンクリート部材の表面と前記本体部の基端との間には、前記本体部の基端よりも大径の円柱状又は円錐台形状の空間からなる逃げ部が設けられていることを特徴とする請求項1に記載の把持部材。Between the surface of the concrete member and the base end of the main body portion, a relief portion made of a columnar or frustoconical space having a larger diameter than the base end of the main body portion is provided. The holding member according to claim 1. 記コンクリート部材の表面と前記ねじ導入部との間には、前記ねじ導入部に取り付けられるキャップよりも大径の円柱状又は円錐台形状の空間からなる逃げ部が設けられていることを特徴とする請求項2に記載の把持部材。 Between the surface and the thread introducing portion before Symbol concrete member, that the relief portion is provided comprising a cylindrical or space frustoconical having a diameter larger than the cap attached to the front Symbol screw insertion part The holding member according to claim 2 , wherein 前記本体部及び前記ねじ導入部には、径方向外方に凹む被嵌合部が設けられ、該被嵌合部に前記本体部及び前記ねじ導入部に取り付けられるキャップの嵌合部が嵌合されることを特徴とする請求項2又は4に記載の把持部材。 The body portion and the screw introduction portion are provided with a fitted portion that is recessed radially outward, and the fitting portion of the cap attached to the body portion and the screw introduction portion is fitted to the fitted portion. The holding member according to claim 2 or 4 , wherein the holding member is formed. 前記コンクリート部材は、セグメントであることを特徴とする請求項1〜の何れか1項に記載の把持部材。 Said concrete member, the gripping member according to any one of claim 1 to 5, characterized in that a segment.
JP2009175653A 2009-07-28 2009-07-28 Gripping member Active JP5393319B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5210170Y2 (en) * 1972-05-17 1977-03-04
JP2002038887A (en) * 2000-07-25 2002-02-06 Sumiken Concrete Kogyo Kk Injection hole of segment
JP2002188395A (en) * 2000-12-20 2002-07-05 Junichi Tsuzuki Grout hole in concrete segment
JP2002295192A (en) * 2001-03-29 2002-10-09 Ishikawajima Constr Materials Co Ltd Auxiliary tool for segment
JP4141888B2 (en) * 2003-04-23 2008-08-27 石川島建材工業株式会社 segment
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