JP4864451B2 - Trace hole stopper - Google Patents

Trace hole stopper Download PDF

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JP4864451B2
JP4864451B2 JP2005372212A JP2005372212A JP4864451B2 JP 4864451 B2 JP4864451 B2 JP 4864451B2 JP 2005372212 A JP2005372212 A JP 2005372212A JP 2005372212 A JP2005372212 A JP 2005372212A JP 4864451 B2 JP4864451 B2 JP 4864451B2
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trace hole
plug
trace
concrete
hole processing
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JP2007170125A (en
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寛人 五味
操 立元
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岡部株式会社
株式会社スペーサー工業
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Description

本発明は、型枠を取り外した後のコンクリート打設面に残された型枠支承具等による略円錐台状の跡穴を埋めるための跡穴処理栓に関する。   The present invention relates to a trace hole processing plug for filling a substantially frustoconical trace hole by a mold support or the like left on a concrete placing surface after removing a mold.

一般に、コンクリート構造物の構築は、例えばセパレータの両端部に、コン(登録商標)あるいはコーンとも称される略円錐台状の型枠支承具を螺着し、これら型枠支承具の大径側の端面を型枠の内面に当接して対向させ、型枠の外面に突出した型枠支承具のネジ軸にフォームタイ(登録商標)等の締付金具を螺合することにより型枠を所定間隔で立設状態に固定した後、これら型枠間にコンクリートを打設している。そして、コンクリートが硬化した後に型枠が撤去されるが、その際にセパレータの端部に結合されていた型枠支承具も除去される。その結果、コンクリート壁面には、多数の略円錐台状の跡穴が一定間隔で残ることになる。また、鉄筋コンクリート製の橋脚等の構造物の施工において、足場や支保工を取り付けるためのインサート、アンカーをコンクリート内に埋設する際には、所定のかぶり厚を確保する目的で同様な型枠支承具が使用され(特開2001−214534号公報参照)、作業終了後に残されたこれらの跡穴には、防水および美観の点から適宜の方法で穴埋め処理が施される。具体的には、コンクリート壁面の跡穴に対して、未硬化状態のモルタルを充填するか、あるいは合成樹脂、モルタル、セラミックス等を略円錐台状に形成してなる跡穴処理栓を挿入し、接着、粘着、螺合などの素材の成形加工性に適した各種の固定手段によりコンクリート壁面に定着する方法が一般に行われている。   In general, a concrete structure is constructed by, for example, screwing a substantially frustoconical formwork support, which is also referred to as Con (registered trademark) or cone, to both ends of a separator, and the large diameter side of these formwork supports. The end surface of the mold is brought into contact with and opposed to the inner surface of the mold, and a mold fitting is fixed by screwing a fastening bracket such as Foam Tie (registered trademark) onto the screw shaft of the mold support protruding from the outer surface of the mold After fixing in an upright state at intervals, concrete is placed between these molds. And after concrete hardens | cures, a formwork is removed, In that case, the formwork support tool couple | bonded with the edge part of the separator is also removed. As a result, a large number of substantially frustoconical trace holes remain on the concrete wall surface at regular intervals. In addition, when constructing structures such as piers made of reinforced concrete, when inserting inserts and anchors for mounting scaffolds and supporters in concrete, the same formwork support for the purpose of ensuring a predetermined cover thickness Are used (see Japanese Patent Application Laid-Open No. 2001-214534), and these trace holes left after the completion of the work are subjected to a hole filling process by an appropriate method from the viewpoint of waterproofing and aesthetics. Specifically, the trace hole on the concrete wall is filled with uncured mortar, or a trace hole treatment plug formed by forming a synthetic resin, mortar, ceramics, etc. in a substantially truncated cone shape is inserted, A method of fixing to a concrete wall surface by various fixing means suitable for molding processability of materials such as adhesion, adhesion, and screwing is generally performed.

接着タイプに分類される跡穴処理栓の従来例としては、挿入直前に処理栓本体の小径側端面に開口する凹部に接着剤を充填し、セパレータの端部が突出した跡穴に押し込むものがある(特許文献1)。また、予め処理栓本体の凹部内に接着剤を密閉状態で設け、跡穴へ押し込む際に、跡穴の底面に突出したセパレータの端部でシール材を突き破って内部の接着剤を跡穴内に流出させるものも知られている(特許文献2,3)。
実用新案登録第3065958号公報 実開平6−76538号公報 実用新案登録第3084256号公報
As a conventional example of a trace hole processing plug classified as an adhesive type, an adhesive is filled in a recess opening on the small diameter side end surface of the treatment plug main body immediately before insertion, and the separator is pushed into the trace hole where the end of the separator protrudes. Yes (Patent Document 1). In addition, an adhesive is previously sealed in the recess of the treatment plug body, and when pushed into the trace hole, the seal material is pierced by the end of the separator protruding from the bottom of the trace hole, and the internal adhesive is put into the trace hole. What is made to flow out is also known (patent documents 2 and 3).
Utility Model Registration No. 3065958 Japanese Utility Model Publication No. 6-76538 Utility Model Registration No. 3084256

特許文献1に記載の跡穴処理栓では、跡穴を塞ぐ際に、そのつど個別に接着剤を処理栓本体の凹部に充填しなければならないため、作業性が悪いという問題点があった。これに対して、特許文献2,3に記載のものは、予めカプセル化された接着剤が処理栓自体に組み合わされた構造であるから、作業性の面では優れているものの、それぞれ次のような問題点を抱えている。まず、特許文献2に記載の跡穴処理栓では、跡穴内に押し込んだ処理栓が、接着剤が硬化するまでの間に少なからず押し戻される虞がある。その結果、嵌合部分に隙間が生じやすく、止水効果の点で信頼性に欠けるものとなる。さらに、生産性すなわち製造コストを考慮すれば、処理栓本体の素材としては、射出成形が可能な合成樹脂のほうがモルタルやセラミックスなどに比べて有利であるが、一般に広く使用されているポリエチレンやポリプロピレンなどの摩擦係数の小さい合成樹脂で形成した場合には、露出面となる大径側の端面に塗料が付着しにくいばかりか跡穴に対する接合強度が十分に得られない。しかも、合成樹脂自体がモルタル等の無機物に比べて耐候性に劣るという本質的な問題があった。また、特許文献3に記載のものは、セメント製本体の内部に埋設した合成樹脂製固着保持具の逆止片により、接着剤が未硬化の状態でも仮に固定され、跡穴に対して位置決めがなされる構造になっているが、本体と固着保持具とを別材料で作るとなると、その製造に手間がかかり、高価にならざるを得ない。   The trace hole processing plug described in Patent Document 1 has a problem that workability is poor because the concave part of the treatment plug main body must be individually filled each time the trace hole is closed. On the other hand, the ones described in Patent Documents 2 and 3 have a structure in which a pre-encapsulated adhesive is combined with the treatment plug itself, which is excellent in terms of workability. Have some problems. First, in the trace hole processing plug described in Patent Document 2, there is a possibility that the processing plug pushed into the trace hole is pushed back a little before the adhesive is cured. As a result, a gap is likely to be generated in the fitting portion, and the reliability is insufficient in terms of the water stop effect. Furthermore, in consideration of productivity, that is, manufacturing cost, synthetic resin that can be injection-molded is more advantageous than mortar and ceramics as a material for the processing plug body, but polyethylene and polypropylene that are widely used in general. In the case of forming with a synthetic resin having a small friction coefficient, such as, it is difficult for the paint to adhere to the end surface on the large diameter side which becomes the exposed surface, and sufficient bonding strength to the trace hole cannot be obtained. Moreover, there has been an essential problem that the synthetic resin itself is inferior in weather resistance compared to inorganic materials such as mortar. Moreover, the thing of patent document 3 is temporarily fixed even if the adhesive is uncured by the check piece of the synthetic resin fixing holder embedded in the inside of the cement main body, and positioning with respect to the trace hole is possible. Although the structure is made, if the main body and the fixing holder are made of different materials, the production takes time and must be expensive.

本発明は、これら従来技術の問題点に鑑みなされたもので、装着性に優れ、しかも耐候性や跡穴に対する接合強度を維持したまま経済的に製造することができる跡穴処理栓の提供をその目的とする。   The present invention has been made in view of these problems of the prior art, and provides a trace hole treatment plug that is excellent in wearability and that can be economically manufactured while maintaining the weather resistance and the bonding strength to the trace hole. For that purpose.

上記目的を達成するため、本発明では、コンクリート内に埋設された雌ネジ部を備えるネジ部材に結合し、型枠の脱型に併せて打設コンクリート表面から除去される略円錐台状のコンクリート型枠支承具による跡穴に挿入する所定のかぶり厚を確保可能な跡穴処理栓であって、略円錐台状の栓本体と、その挿入方向側の端面に同じ軸心で突設され、前記跡穴の内部に露出する前記ネジ部材のネジ部と螺合可能なネジ状部とが、短繊維を含有するモルタル組成物により一体に成形されるという技術手段を採用した。さらに、前記栓本体の挿入方向とは反対側の端面、即ち打設コンクリート表面には、跡穴に取り付ける際の回転操作手段として、工具の掛合部を設けることができる。また、モルタル組成物に配合する短繊維としては、合成樹脂繊維が好適である。 In order to achieve the above object, in the present invention, a substantially frustoconical concrete that is coupled to a screw member having a female thread portion embedded in concrete and removed from the surface of the cast concrete in conjunction with the demolding of the formwork. It is a trace hole processing plug that can ensure a predetermined cover thickness to be inserted into the trace hole by the mold support, and is provided with a substantially truncated cone-shaped plug body and an end face on the insertion direction side with the same axial center , and the female screw portion of the screw member and screwable male screw-like part exposed inside the mark hole adopts the technical means that are integrally molded by mortar composition comprising a short fiber. Et al is, the insertion direction of the plug body end surface of the opposite side, that the pouring concrete surface can be as a rotation operating unit for mounting in Atoana, provided engaging portion of the tool. Moreover, as a short fiber mix | blended with a mortar composition, synthetic resin fiber is suitable.

本発明の跡穴処理栓は、全体が耐候性及び不燃性に優れるモルタル組成物からなるが、組成物中に適宜の短繊維を配合することにより、そのままでは欠けやすいモルタルの欠点を改善し、ひび割れ抵抗性と靭性を向上させることができる。このため、栓本体の一部にネジ状部分を無理なく一体形成することが可能になり、別途金属製のネジ部材を必要としない固定手段が得られる。すなわち、跡穴への挿入方向側に位置する栓本体の小径側端面に、栓本体とほぼ同じ軸心の雄ネジ状部が突出するように形成したので、例えば跡穴の底面に露出したインサートの雌ネジ部などに対して、その雄ネジ状部を螺合すれば、簡単かつ確実に固定することが可能である。このため、跡穴が上記モルタル組成物からなる成形物で満たされ、跡穴の内部には金属材料が存在しないので、所定のかぶり厚を確保しながら、簡便且つ確実に打設コンクリート表面の穴埋め処理を行うことができる。 The trace hole treatment plug of the present invention consists of a mortar composition that is excellent in weather resistance and nonflammability as a whole, but by blending appropriate short fibers in the composition, it improves the defects of the mortar that is easily chipped as it is, Crack resistance and toughness can be improved. For this reason, it becomes possible to integrally form a screw-like part in a part of the plug body without difficulty, and a fixing means that does not require a separate metal screw member can be obtained. That is , since the male screw-like portion having the same axial center as that of the plug body protrudes from the end surface on the small diameter side of the plug body located on the insertion direction side of the trace hole , for example , the insert exposed on the bottom surface of the trace hole against such a female threaded portion, lever which adjust screw the male threaded portion, it is possible to easily and reliably fix. For this reason, the trace hole is filled with a molded product made of the mortar composition, and no metal material is present inside the trace hole. Therefore, the surface of the cast concrete is filled easily and reliably while ensuring a predetermined cover thickness. Processing can be performed.

本発明による跡穴処理栓は、短繊維を含むモルタル組成物からなる。本発明に適用可能な短繊維としては、合成樹脂繊維、炭素繊維、ガラス繊維などが挙げられ、その繊維長は6〜8mm程度、配合量はモルタル全体に対する質量比で0.1〜0.3%が好ましい。ポリエチレン、ポリプロピレン及びポリビニルアルコールに代表される合成樹脂繊維は、経済性や成形加工性などの点で他の短繊維よりも優れ、その中でもモルタルとの親和性からポリビニルアルコール系の短繊維が好適である。なお、これらの短繊維は1種に限らず、寸法及び材質の異なる複数種を組み合わせて使用することも可能である。 The trace hole treatment plug according to the present invention is made of a mortar composition containing short fibers. The short fibers can be applied to the present invention, the synthetic resin fibers, carbon fibers, etc. glass textiles and the like, the fiber length of about 6-8 mm, the amount is in a weight ratio to the whole mortar 0.1 to 0 .3% is preferred. Synthetic resin fibers represented by polyethylene, polypropylene, and polyvinyl alcohol are superior to other short fibers in terms of economy and moldability, and among them, polyvinyl alcohol-based short fibers are preferable because of their affinity with mortar. is there. These short fibers are not limited to one type, and a plurality of types having different dimensions and materials can be used in combination.

セメントの種類としては、普通ポルトランドセメント、早強ポルトランドセメント、中庸熱ポルトランドセメント、低熱ポルトランドセメント等の各種ポルトランドセメント、あるいは高炉セメント、フライアッシュセメントなどが挙げられるが、特段の限定はない。また、成形物の圧縮強度を向上させる目的で、シリカフューム、シリカダスト、高炉スラグ、シリカゾル、沈降シリカの微粉末を配合することができる。シリカフュームの配合量は、効果とコストを考慮して、セメント100質量部に対し5〜20質量部が望ましい。さらに、各種減水剤の添加も効果的である。減水剤としては、リグニン系、ナフタレンスルホン酸系、メラミン系、ポリカルボン酸系の減水剤、あるいはAE剤などが挙げられる。その他に、収縮低減を目的として石灰系またはカルシウムスルホアルミネート系の膨張剤を添加してもよい。 Examples of the cement include ordinary Portland cement, early-strength Portland cement, medium-heated Portland cement, various portland cements such as low heat Portland cement, blast furnace cement, fly ash cement, and the like, but are not particularly limited. For the purpose of improving the compression strength of the molded product, silica fume, silica dust, blast furnace slag, silica sol, and fine powder of precipitated silica can be blended. The amount of silica fume is preferably 5 to 20 parts by mass with respect to 100 parts by mass of cement in consideration of the effect and cost. Furthermore, the addition of various water reducing agents is also effective. Examples of water reducing agents include lignin-based, naphthalene sulfonic acid-based, melamine-based, polycarboxylic acid-based water reducing agents, and AE agents. In addition, a lime-based or calcium sulfoaluminate-based swelling agent may be added for the purpose of reducing shrinkage.

本発明による跡穴処理栓は、固定手段としてのネジ状部を備えることから、基本的には底面にインサート等の雌ネジ部が露出している跡穴に対してそのまま装着すればよいが、特に防水性が要求される場合には、装着にあたり適宜のシーリング剤や接着剤を栓本体の外周面に塗布してもよい。また、斯かる跡穴処理栓は、上述したインサートなどの穴埋め処理に限らず、プレキャストコンクリート橋のT形橋桁を製作する工程で、PC鋼線の緊張に必要なベントアップ(支柱)を型枠に固定するために使用された型枠支承具の跡穴処理など、他の用途に適用することもできる。以下、図面を参照しながら本発明の実施例について説明するが、実施例に限定されるものではなく、モルタル組成物の配合比や全体形状の変更など、この発明の技術思想内での種々の変更実施はもちろん可能である。 Since the trace hole treatment plug according to the present invention includes a screw-like part as a fixing means, basically, it may be attached as it is to the trace hole where the female screw part such as an insert is exposed on the bottom surface . In particular, when waterproofness is required, an appropriate sealing agent or adhesive may be applied to the outer peripheral surface of the stopper main body for mounting. Further, such Atoana processing plug is not limited to the filling process such Inserts as described above, in the step of fabricating a T-shaped girder of the precast concrete bridge, a vent-up (post) required tension PC steel wire The present invention can also be applied to other uses, such as trace hole processing of a mold support used for fixing to a mold. Hereinafter, examples of the present invention will be described with reference to the drawings. However, the present invention is not limited to the examples, and various modifications within the technical concept of the present invention, such as a blending ratio of the mortar composition and a change in the overall shape, are described. Of course, changes can be made.

図1,2は、それぞれ本発明による跡穴処理栓の第1実施例を示す部分縦断正面図と左側面図である。図示の跡穴処理栓1は、短繊維を含むモルタル組成物からなり、略円錐台状の栓本体2の小径側端面に雄ネジ状部3がほぼ同じ軸心上で栓本体2と一体に設けられている。さらに、栓本体2の大径側端面には、円形状の凹部4が軸心を挟む対向位置に各1個ずつ設けられている。因みに、これらを構成する組成物の一例(質量比)を挙げると、セメント(普通ポルトランドセメント)19.3%、水8.1%、細骨材(6号ケイ砂)67.9%、シリカフューム3.7%、短繊維(ポリプロピレン:繊維長6mm)0.25%及び混和剤(AE減水剤)0.65%である。この場合には、設計強度として60N/mmのものが得られる。 1 and 2 are a partially longitudinal front view and a left side view, respectively, showing a first embodiment of a trace hole processing plug according to the present invention. The illustrated trace hole processing plug 1 is made of a mortar composition containing short fibers, and the male screw-like portion 3 is integrated with the plug main body 2 on the small diameter side end surface of the substantially truncated cone-shaped plug main body 2 on substantially the same axis. Is provided. Further, one circular concave portion 4 is provided on the large-diameter side end face of the plug body 2 at opposing positions sandwiching the axis. By the way, an example (mass ratio) of the composition constituting them is as follows: cement (ordinary Portland cement) 19.3%, water 8.1%, fine aggregate (No. 6 silica sand) 67.9%, silica fume 3.7%, short fiber (polypropylene: fiber length 6 mm) 0.25% and admixture (AE water reducing agent) 0.65%. In this case, a design strength of 60 N / mm 2 is obtained.

次に、上記跡穴処理栓1の使用方法について、図3ないし図7を参照しながら説明する。図3は、例えば高架橋の施工において、鉄筋コンクリート製の橋脚5に対して、支保工(図示せず)を設置するためのブラケット6の取付方法を示している。即ち、橋脚5には予め鉄製の型枠支承具7と異形鉄筋からなるインサート8が埋設され、ブラケット6を貫通するボルト9により固定されている。前記型枠支承具7は、図4,5に示すように、外形寸法が跡穴処理栓1と略同一に設定されるが、大径側端面には前記ボルト9と螺合する雌ネジ部10が開口するとともに、この雌ネジ部10の開口端側部分の周囲に環状凹部11が設けられ、その環状凹部11の内側が六角ナット状部12として形成されている。この六角ナット状部12は、型枠支承具7を取り外す際にボックスレンチを掛合するのに使用される。さらに、小径側端面には、インサート8の雌ネジ部14と螺合する雄ネジ部13が設けられている。なお、型枠支承具7とコンクリートとの間の付着を切って取り外しを容易にするため、予めその外周面に適宜の塗料を塗布したり、薄肉の合成樹脂チューブを被覆すると好都合である。   Next, the usage method of the said trace hole processing stopper 1 is demonstrated, referring FIG. 3 thru | or FIG. FIG. 3 shows a method of attaching the bracket 6 for installing a support (not shown) to the pier 5 made of reinforced concrete, for example, in construction of a viaduct. In other words, an iron mold support 7 and an insert 8 made of deformed reinforcing bars are embedded in the bridge pier 5 in advance, and are fixed by bolts 9 penetrating the bracket 6. As shown in FIGS. 4 and 5, the mold support 7 is set to have the same external dimensions as the trace hole processing plug 1, but the female thread portion that is screwed to the bolt 9 on the end face on the large diameter side. 10 is opened, and an annular recess 11 is provided around the open end side portion of the female screw portion 10, and the inside of the annular recess 11 is formed as a hexagonal nut-like portion 12. The hexagonal nut-shaped portion 12 is used to engage a box wrench when removing the formwork support 7. Further, a male screw portion 13 that is screwed with the female screw portion 14 of the insert 8 is provided on the end surface on the small diameter side. In order to cut off the adhesion between the mold support 7 and the concrete for easy removal, it is convenient to apply an appropriate paint to the outer peripheral surface in advance or to coat a thin synthetic resin tube.

図6は、ブラケット6及び型枠支承具7を取り外した状態であり、橋脚5の表面には円錐台状の跡穴15が露出している。そして、図7に示すように跡穴処理栓1を跡穴15の内部に挿入し、雄ネジ状部3をインサート8の雌ネジ部14に螺合する。この際、大径側端面に設けられている2箇所の凹部4に対して、適宜の工具を嵌合することにより確実に所定位置まで挿入して固定することができる。なお、必要に応じて適宜のシーリング剤や接着剤を併用すれば、防水性をより高めることができる。 FIG. 6 shows a state where the bracket 6 and the formwork support 7 are removed, and a frustum-shaped trace hole 15 is exposed on the surface of the pier 5. Then, as shown in FIG. 7, the trace hole processing plug 1 is inserted into the trace hole 15, and the male screw portion 3 is screwed into the female screw portion 14 of the insert 8. At this time, an appropriate tool can be fitted into the two recessed portions 4 provided on the end surface on the large diameter side to be surely inserted and fixed to a predetermined position. In addition, waterproofness can be further improved if an appropriate sealing agent or adhesive is used together as necessary.

記実施例の跡穴処理栓では、跡穴に螺入する際に工具を掛合するための凹部4を大径側端面に設けているが、例えばこの凹部に代えて周面が多角形状の凸部としてもよい。この場合には、跡穴に螺入した後には凸部が不要となるので、コンクリート表面から突出する部分を容易に折り取れるような形状にしておくことが望ましい。なお、これらの凹部あるいは凸部は本発明の跡穴処理栓において必須ではなく、大径側端面が平坦面であれば、適宜のゴム製の吸盤を用いて回転させることもできる。 In Atoana processing plug above you施例, but a recess 4 for engagement with a tool when screwing the Atoana is provided on the large diameter side end face, for example, polygonal peripheral surface in place of the recess It is good also as a convex part. In this case, since the convex portion becomes unnecessary after being screwed into the trace hole, it is desirable that the portion protruding from the concrete surface be formed so that it can be easily broken. In addition, these recessed parts or convex parts are not essential in the trace hole processing plug of the present invention, and can be rotated using an appropriate rubber sucker as long as the end face on the large diameter side is a flat surface.

本発明による跡穴処理栓の第1実施例を示す部分縦断正面図である。It is a partial vertical front view which shows 1st Example of the trace hole processing stopper by this invention. 図1に示す跡穴処理栓の左側面図である。It is a left view of the trace hole processing stopper shown in FIG. 第1実施例の跡穴処理栓が適用されるインサート及び型枠支承具の使用状態を示す説明図である。It is explanatory drawing which shows the use condition of the insert and formwork support tool with which the trace hole processing stopper of 1st Example is applied. 図3に示す型枠支承具の部分縦断正面図である。It is a partial longitudinal front view of the formwork support shown in FIG. 図4に示す型枠支承具の左側面図である。It is a left view of the formwork support shown in FIG. 図3の状態から型枠支承具等を除去した状態を示す説明図である。It is explanatory drawing which shows the state which removed the formwork support etc. from the state of FIG. 第1実施例の跡穴処理栓の使用状態を示す説明図である。 Ru explanatory view showing a use state of Atoana processing plug of the first embodiment.

…跡穴処理栓、…栓本体、3…雄ネジ状部、…凹部、…打設コンクリート、6…ブラケット、…型枠支承具、8…インサート、9…ボルト、12…六角ナット状部、15…跡穴 DESCRIPTION OF SYMBOLS 1 ... Trace hole processing plug, 2 ... Plug main body, 3 ... Male screw-shaped part, 4 ... Recessed part, 5 ... Placing concrete, 6 ... Bracket, 7 ... Formwork support, 8 ... Insert, 9 ... Bolt, 12 ... Hex nut-shaped part, 15 ... Trace hole

Claims (3)

コンクリート内に埋設された雌ネジ部を備えるネジ部材に結合し、型枠の脱型に併せて打設コンクリート表面から除去される略円錐台状のコンクリート型枠支承具による跡穴に挿入する所定のかぶり厚を確保可能な跡穴処理栓であって、略円錐台状の栓本体と、その挿入方向側の端面に同じ軸心で突設され、前記跡穴の内部に露出する前記ネジ部材のネジ部と螺合可能なネジ状部とが、短繊維を含有するモルタル組成物により一体に成形されていることを特徴とする跡穴処理栓。 Predetermined to be inserted linked to the screw member having a female screw portion which is embedded in the concrete, after the hole by a substantially frustoconical concrete form bearing member to be removed from the pouring concrete surface in accordance with the demolding of the mold This is a trace hole processing plug capable of securing a cover thickness , which is a substantially truncated cone-shaped plug main body, and the screw member protruding from the end surface on the insertion direction side with the same axis and exposed to the inside of the trace hole A trace hole processing plug, wherein the female screw portion and the male screw-like portion that can be screwed together are integrally formed of a mortar composition containing short fibers . 前記栓本体が、反挿入方向側の端面に工具の掛合部を備えることを特徴とする請求項1に記載の跡穴処理栓。 The trace hole processing plug according to claim 1, wherein the plug body includes a tool hooking portion on an end surface on the side opposite to the insertion direction . 前記短繊維が、合成樹脂繊維であることを特徴とする請求項1または2に記載の跡穴処理栓。 The trace hole processing plug according to claim 1 , wherein the short fibers are synthetic resin fibers .
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JPH0629359Y2 (en) * 1989-05-26 1994-08-10 株式会社神戸機材 Cone plug
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