JP2021050519A - Coupling tool and manufacturing method of the same - Google Patents

Coupling tool and manufacturing method of the same Download PDF

Info

Publication number
JP2021050519A
JP2021050519A JP2019173761A JP2019173761A JP2021050519A JP 2021050519 A JP2021050519 A JP 2021050519A JP 2019173761 A JP2019173761 A JP 2019173761A JP 2019173761 A JP2019173761 A JP 2019173761A JP 2021050519 A JP2021050519 A JP 2021050519A
Authority
JP
Japan
Prior art keywords
shaped portion
fiber
formwork
resin
shaped
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2019173761A
Other languages
Japanese (ja)
Inventor
一美 木村
Kazumi Kimura
一美 木村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SAKURA CHEM IND CO Ltd
Sakura Chemical Industries Co Ltd
Original Assignee
SAKURA CHEM IND CO Ltd
Sakura Chemical Industries Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SAKURA CHEM IND CO Ltd, Sakura Chemical Industries Co Ltd filed Critical SAKURA CHEM IND CO Ltd
Priority to JP2019173761A priority Critical patent/JP2021050519A/en
Publication of JP2021050519A publication Critical patent/JP2021050519A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

To provide a coupling tool of molds which hardly forms a gap between the molds even after repeated recycling and which can prevent liquid leakage.SOLUTION: There is provided a coupling tool 1 for coupling molds 11, 11 which have a coupling flange 13 formed with an insertion hole 14, the coupling tool comprising a U-shaped part 2, an L-shaped part 3 continuously arranged at one end of the U-shaped part 2, and a shaft part 4 formed at a distal end of the L-shaped part 3, and the shaft part 4 is formed with a male screw part 5. It is preferable that the coupling tool 1 is configured from fiber reinforced plastic which includes reinforced fiber and synthetic resin.SELECTED DRAWING: Figure 1

Description

本発明は、コンクリート、セメント、モルタル等の水硬性組成物を流し込んで成形する成形用型枠を連結する連結具に関するものでる。 The present invention relates to a connecting tool for connecting molding forms formed by pouring a hydraulic composition such as concrete, cement, and mortar.

従来、コンクリート壁等の基礎構造物を構築する場合、鉄筋の周囲に鋼製型枠を複数連結して型枠構造体を形成し、この型枠構造体で囲まれた空間内にコンクリート等の水硬性組成物を打設し、水硬性組成物が硬化した後に型枠を取り外す方法が多用されている。 Conventionally, when constructing a foundation structure such as a concrete wall, a plurality of steel formwork is connected around a reinforcing bar to form a formwork structure, and concrete or the like is formed in a space surrounded by the formwork structure. A method of placing a water-hard composition and removing the mold after the water-hard composition is cured is often used.

型枠と型枠を連結するには、特許文献1に開示されているように、隣接する型枠の連結用フランジ同士を当接させ、連結用フランジに形成された挿通孔(クリップ穴)を重ね合わせた状態で、いわゆるUクリップと称される連結具の軸部(嵌合部)を挿通孔に挿通する。 In order to connect the formwork to the formwork, as disclosed in Patent Document 1, the connecting flanges of the adjacent formwork are brought into contact with each other, and an insertion hole (clip hole) formed in the connecting flange is formed. In the superposed state, the shaft portion (fitting portion) of the connector, which is a so-called U-clip, is inserted into the insertion hole.

その状態で軸部を中心にして一方向にUクリップを回動し、両方の連結用フランジをU字部で挟持することで型枠を連結する。上記Uクリップは、一方向とは逆の方向に回動させることで、連結用フランジから外れて連結用フランジの連結が解除される。 In that state, the U-clip is rotated in one direction around the shaft portion, and both connecting flanges are sandwiched between the U-shaped portions to connect the formwork. By rotating the U-clip in the direction opposite to one direction, the U-clip is disengaged from the connecting flange and the connecting flange is released from the connection.

実開昭60−141343号公報Jitsukaisho 60-141343

ところで、鋼製型枠は再利用が可能であるものの、繰り返し使用を重ねるうちに、水硬性組成物の硬化体が付着したり、型枠にねじれや歪みが生じる。この状態で、型枠同士をUクリップで連結すると、型枠間に隙間が生じて液漏れするという問題が生じていた。特に、軽量で強度が高いことからFRP製型枠が使用することも考えられるが、このようなFRP製型枠は、表面に傷がつきやすく再利用を繰り返すうちに表面の凹凸が大きくなるとともに、型枠にねじれや歪みが生じ、液漏れの可能性が高くなっていた。
By the way, although the steel formwork can be reused, the cured product of the hydraulic composition adheres to the formwork, and the formwork is twisted or distorted after repeated use. In this state, if the molds are connected to each other with a U-clip, there is a problem that a gap is generated between the molds and liquid leaks. In particular, since it is lightweight and has high strength, it is conceivable to use an FRP formwork, but such an FRP formwork is easily scratched on the surface, and the surface unevenness becomes larger as it is repeatedly reused. , The formwork was twisted and distorted, and the possibility of liquid leakage was high.

そこで、本発明は、再利用を繰り返しても型枠と型枠の間の隙間が生じにくく、液漏れの発生を抑制可能な型枠の連結具を提供することを目的とする。 Therefore, an object of the present invention is to provide a formwork connector capable of suppressing the occurrence of liquid leakage because a gap between the formwork is unlikely to occur even after repeated reuse.

上記目的を達成するため、本発明の一態様としての連結具は、挿通孔が形成された連結用フランジを有する型枠同士を連結する連結具であって、U字部と、前記U字部の一端側に連設されるL字部と、前記L字部の先端側に折曲形成された軸部とを備え、前記軸部に雄ねじ部が形成された構成とする。 In order to achieve the above object, the connecting tool as one aspect of the present invention is a connecting tool for connecting formwork having a connecting flange having an insertion hole, and has a U-shaped portion and the U-shaped portion. An L-shaped portion that is continuously provided on one end side of the shaft portion and a shaft portion that is bent on the tip end side of the L-shaped portion are provided, and a male screw portion is formed on the shaft portion.

前記U字部及びL字部は、補強繊維と合成樹脂とを含有する繊維強化プラスチックからなるようにしてもよい。また、補強繊維は、短繊維であってもよい。 The U-shaped portion and the L-shaped portion may be made of a fiber reinforced plastic containing a reinforcing fiber and a synthetic resin. Further, the reinforcing fiber may be a short fiber.

連結用フランジを有する型枠同士を連結する連結具の製造方法であって、U字部と、前記U字部の一端側に連設されるL字部と、前記L字部の先端側に形成された軸部とを備えた連結具において、合成樹脂に補強繊維として短繊維を配合した樹脂組成物をインジェクション成形することで前記U字部及びL字部を一体的に形成するようにしてもよい。 A method for manufacturing a connecting tool for connecting molds having a connecting flange, which is a U-shaped portion, an L-shaped portion connected to one end side of the U-shaped portion, and a tip side of the L-shaped portion. In the connecting tool provided with the formed shaft portion, the U-shaped portion and the L-shaped portion are integrally formed by injection molding a resin composition in which short fibers are mixed as reinforcing fibers with synthetic resin. May be good.

上記態様によれば、本発明の連結具は、軸部に雄ねじ部が形成され、U字部が連絡用フランジを挟持した状態で軸部に雌ねじ部材を螺合させて締め込むことで、型枠間に隙間が無く、水密性を保持することが可能となる。 According to the above aspect, in the connector of the present invention, a male screw portion is formed on the shaft portion, and a female screw member is screwed into the shaft portion and tightened while the U-shaped portion sandwiches the communication flange. There is no gap between the frames, and it is possible to maintain watertightness.

本実施形態の連結具を示す平面図Top view showing the connector of this embodiment 図1の連結具の使用状態を示す概略斜視図Schematic perspective view showing the usage state of the connector of FIG.

以下、本発明の実施態様を図面に基づいて説明する。図1は、本実施形態の連結具を示す平面図である。図2は図1の連結具の使用状態を示す概略斜視図である。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a plan view showing a connector of the present embodiment. FIG. 2 is a schematic perspective view showing a usage state of the connector of FIG.

図1に示すように、連結具1は、U字部2と、U字部2の一端側に連設されるL字部3と、L字部3の先端側に形成された軸部4とを備え、軸部4に雄ねじ部5が形成される。より具体的には、L字部3は先端側がU字部2の他端側に向って折曲された形状とされ、その折曲形成された先端側の部分が軸部4とされる。軸部4はその中心軸CがU字部2のU字形成面に対して平行となるように形成される。 As shown in FIG. 1, the connector 1 includes a U-shaped portion 2, an L-shaped portion 3 connected to one end side of the U-shaped portion 2, and a shaft portion 4 formed on the tip end side of the L-shaped portion 3. A male screw portion 5 is formed on the shaft portion 4. More specifically, the L-shaped portion 3 has a shape in which the tip end side is bent toward the other end side of the U-shaped portion 2, and the bent tip end side portion is the shaft portion 4. The shaft portion 4 is formed so that its central axis C is parallel to the U-shaped forming surface of the U-shaped portion 2.

図2に示すように、型枠11は、堰板12の周縁部に連結用フランジ13が一体的に形成されており、連結用フランジ13に間隔をおいて複数の挿通孔14が設けられる。型枠11、11を連結する場合は、連結用フランジ13の挿通孔14、14を重ね合せ、両方の挿通孔14、14に軸部4を挿通させる。そして、その状態で軸部4を中心に連結具1を軸部4の先端から見て右方向R(一方向)に回動させることで、U字部2が両方の連結用フランジ13、13を挟持する連結姿勢をとる。 As shown in FIG. 2, in the formwork 11, a connecting flange 13 is integrally formed on the peripheral edge of the weir plate 12, and a plurality of insertion holes 14 are provided at intervals in the connecting flange 13. When connecting the formwork 11 and 11, the insertion holes 14 and 14 of the connecting flange 13 are overlapped, and the shaft portion 4 is inserted through both the insertion holes 14 and 14. Then, in that state, the connecting tool 1 is rotated around the shaft portion 4 in the right direction R (one direction) when viewed from the tip of the shaft portion 4, so that the U-shaped portion 2 becomes both connecting flanges 13 and 13. Take a connected posture to hold.

連結具1を連結姿勢から逆の左方向Lに回動させると、U字部2が連結用フランジ13から外れる解除姿勢をとる。このように、連結具1は、軸部4を中心に回動させることにより、連結姿勢と解除姿勢とに選択切換可能とされる。 When the connecting tool 1 is rotated in the opposite left direction L from the connecting posture, the U-shaped portion 2 takes a releasing posture in which the connecting flange 13 is disengaged. In this way, the connecting tool 1 can be selectively switched between the connecting posture and the disengaging posture by rotating the connecting tool 1 around the shaft portion 4.

連結具1が連結姿勢をとった状態で、雄ねじ部5に雌ねじ部材6が螺合される。本実施形態では雌ねじ部材6として座付きナットが用いられているが、これに限らず、通常のナット等を用いてもよい。雌ねじ部材6を軸部4に締め込むことにより、連結用フランジ13、13を隙間なく密着させた状態で保持することが可能となる。 The female screw member 6 is screwed into the male screw portion 5 in a state where the connector 1 is in the connecting posture. In the present embodiment, a seated nut is used as the female screw member 6, but the present invention is not limited to this, and an ordinary nut or the like may be used. By tightening the female screw member 6 to the shaft portion 4, the connecting flanges 13 and 13 can be held in close contact with each other without any gaps.

なお、雄ねじ部5に刻設されるねじの向きとしては、軸部4の先端から見て一方向に連結具1を回動させることで連結姿勢をとる場合は、雄ねじ部5を中心軸Cの軸方向から見て一方向に旋回しながら遠ざかる向きとするのが好ましい。本実施形態では右方向Rに連結具1を回動させることで連結姿勢をとるため、雄ねじ部5のねじの向きは右ねじとするのが好ましい。これにより、雌ねじ部材6を締め込む方向Rと連結姿勢をとる回動方向Rとが一致するため、雌ねじ部材6の締込時に連結具1の回り止めを設ける必要がない。 As for the direction of the screw engraved on the male screw portion 5, when the connecting posture is taken by rotating the connecting tool 1 in one direction when viewed from the tip of the shaft portion 4, the male screw portion 5 is used as the central axis C. It is preferable to turn away in one direction when viewed from the axial direction of. In the present embodiment, since the connecting tool 1 is rotated in the right direction R to take a connecting posture, the direction of the screw of the male screw portion 5 is preferably right-handed. As a result, the direction R for tightening the female screw member 6 and the rotation direction R for taking the connecting posture coincide with each other, so that it is not necessary to provide a detent for the connecting tool 1 when tightening the female screw member 6.

連結具1の材質としては、従来のUクリップと同様に鋼製としてもよいが、補強繊維と合成樹脂とを含有する繊維強化プラスチック製とするのが好ましい。これにより、軽量でかつ錆びるおそれがなく、長期使用が可能となる。 The material of the connector 1 may be made of steel as in the conventional U-clip, but it is preferably made of fiber-reinforced plastic containing reinforcing fibers and synthetic resin. As a result, it is lightweight, has no risk of rusting, and can be used for a long period of time.

また、繊維強化プラスチック製の連結具1の場合、補強繊維として短繊維を用い、合成樹脂と短繊維とを配合した樹脂組成物をインジェクション成形により、U字部2及びL字部3を一体成形することができる。これにより、鋼製連結具のように、鋼製棒状体から雄ねじ部5を形成するための切削加工や、U字部2やL字部3を形成するための折曲加工が不要となる。したがって、上記製造方法によれば、連結具の生産効率を向上させることができる。 Further, in the case of the fiber-reinforced plastic connector 1, short fibers are used as reinforcing fibers, and the U-shaped portion 2 and the L-shaped portion 3 are integrally molded by injection molding a resin composition containing a synthetic resin and short fibers. can do. This eliminates the need for cutting to form the male threaded portion 5 from the steel rod-like body and bending to form the U-shaped portion 2 and the L-shaped portion 3 as in the steel connector. Therefore, according to the above manufacturing method, the production efficiency of the connecting tool can be improved.

繊維強化プラスチックを構成する合成樹脂としては、熱硬化性樹脂及び熱可塑性樹脂を用いることができる。熱硬化性樹脂としては、たとえば、不飽和ポリエステル樹脂、ビニルエステル樹脂、エポキシ樹脂、フェノール樹脂、ジアリルフタレート樹脂、ポリウレタン樹脂等を挙げることができる。熱可塑性樹脂としては、ポリプロピレン樹脂、ポリエチレン樹脂、ポリアミド樹脂、ポリカーボネート樹脂、ポリブチレンテレフタレート樹脂等を挙げることができる。また、ポリフェニレンサルファイド、ポリアリレート、ポリスルホン、ポリエーテルエーテルケトン等のエンジニアリングプラスチックを用いることもできる。 As the synthetic resin constituting the fiber reinforced plastic, a thermosetting resin and a thermoplastic resin can be used. Examples of the thermosetting resin include unsaturated polyester resin, vinyl ester resin, epoxy resin, phenol resin, diallyl phthalate resin, and polyurethane resin. Examples of the thermoplastic resin include polypropylene resin, polyethylene resin, polyamide resin, polycarbonate resin, polybutylene terephthalate resin and the like. Engineering plastics such as polyphenylene sulfide, polyarylate, polysulfone, and polyetheretherketone can also be used.

補強繊維としては、ガラス繊維や、合成樹脂繊維のほか、炭素繊維を用いることができる。また、補強繊維として短繊維を用いて連結具をインジェクション成形使用することにより、精度よく、かつ、十分な強度を備えた雄ねじ部5を、U字部2及びL字部3とともに一体成形することが可能となる。 As the reinforcing fiber, glass fiber, synthetic resin fiber, or carbon fiber can be used. Further, by using short fibers as reinforcing fibers and using injection molding of the connector, the male screw portion 5 having sufficient accuracy and sufficient strength is integrally molded together with the U-shaped portion 2 and the L-shaped portion 3. Is possible.

インジェクション成形に用いる強化繊維としては、平均繊維長さ(数平均繊維長さ)0.2mm〜10.0mmの短繊維であればよく、0.5mm〜5.0mmであるのが好ましく、1.0〜3.0mmであるのがより好ましい。上記範囲内であれば、本体部材7をインジェクション成形によって効率よくかつ正確に成形することができる。特に、前述のごとく、雄ねじ部5について必要な強度を保持しつつ精度よく成形することができる。なお、短繊維の数平均繊維長は、公知の方法で測定できる。例えば、数平均繊維長さは、顕微鏡観察した画像から画像解析装置を用いて算出することができる。 The reinforcing fibers used for injection molding may be short fibers having an average fiber length (number average fiber length) of 0.2 mm to 10.0 mm, preferably 0.5 mm to 5.0 mm. It is more preferably 0 to 3.0 mm. Within the above range, the main body member 7 can be efficiently and accurately molded by injection molding. In particular, as described above, the male threaded portion 5 can be accurately molded while maintaining the required strength. The number average fiber length of the short fibers can be measured by a known method. For example, the number average fiber length can be calculated from an image observed under a microscope using an image analyzer.

インジェクション成形に用いる樹脂組成物中の合成樹脂:補強繊維の配合比は、85:15〜55:45(質量比)の範囲とするのが好ましい。これにより、良好な成形性を維持しつつ優れた強度を備えた本体部材7を得ることができる。本実施形態では、インジェクション成形用の樹脂組成物として、6−ナイロン樹脂を70質量%、ガラス繊維からなる短繊維(数平均繊維長さ2.0mm)を30質量%含有したものを用いている。 The compounding ratio of the synthetic resin: reinforcing fiber in the resin composition used for injection molding is preferably in the range of 85: 15 to 55:45 (mass ratio). As a result, it is possible to obtain the main body member 7 having excellent strength while maintaining good moldability. In the present embodiment, as the resin composition for injection molding, a resin composition containing 70% by mass of 6-nylon resin and 30% by mass of short fibers (number average fiber length 2.0 mm) made of glass fibers is used. ..

以上、本発明の実施形態につき説明したが、本発明の範囲はこれに限定されるものではなく、発明の趣旨を逸脱しない範囲で種々の変更を加えて実施することができる。具体的に、本実施形態では、連結具として繊維強化プラスチック製のものを用いた場合について説明したが、これに限らず、たとえば、補強繊維を含まないプラスチック製とすることも可能である。特に、エンジニアリングプラスチックないしスーパーエンジニアリングプラスチックと称されるプラスチックを好適に使用することができる。 Although the embodiments of the present invention have been described above, the scope of the present invention is not limited to this, and various modifications can be made without departing from the spirit of the invention. Specifically, in the present embodiment, the case where a fiber-reinforced plastic material is used as the connecting tool has been described, but the present invention is not limited to this, and for example, a plastic material that does not contain reinforcing fibers can be used. In particular, plastics called engineering plastics or super engineering plastics can be preferably used.

本実施形態及び上記変形例に開示されている構成要件は互いに組合せ可能であり、組合せることにより、新しい技術的特徴を形成することができる。 The constituent elements disclosed in the present embodiment and the above-described modifications can be combined with each other, and by combining them, new technical features can be formed.

1 連結具
2 U字部
3 L字部
4 軸部
5 雄ねじ部
6 雌ネジ部材
11 型枠
12 堰板
13 連結用フランジ
14 挿通孔
1 Connector 2 U-shaped part 3 L-shaped part 4 Shaft part 5 Male threaded part 6 Female threaded member 11 Formwork 12 Weir plate 13 Connecting flange 14 Insertion hole

Claims (4)

挿通孔が形成された連結用フランジを有する型枠同士を連結する連結具であって、U字部と、前記U字部の一端側に連設されるL字部と、前記L字部の先端側に形成された軸部とを備え、前記軸部に雄ねじ部が形成された連結具。 A connecting tool for connecting formwork having a connecting flange having an insertion hole formed therein, the U-shaped portion, an L-shaped portion connected to one end side of the U-shaped portion, and the L-shaped portion. A connector having a shaft portion formed on the tip side and having a male screw portion formed on the shaft portion. 前記U字部及びL字部は、補強繊維と合成樹脂とを含有する繊維強化プラスチックからなる請求項1に記載の連結具。 The connector according to claim 1, wherein the U-shaped portion and the L-shaped portion are made of a fiber-reinforced plastic containing a reinforcing fiber and a synthetic resin. 前記補強繊維は短繊維である請求項2に記載の連結具。 The connector according to claim 2, wherein the reinforcing fiber is a short fiber. 連結用フランジを有する型枠同士を連結する連結具の製造方法であって、前記連結具は、U字部と、前記U字部の一端側に連設されるL字部と、前記L字部の先端側に形成された軸部とを備え、合成樹脂に補強繊維として短繊維を配合した樹脂組成物をインジェクション成形することで前記U字部及びL字部を一体的に形成する連結具の製造方法。 A method for manufacturing a connecting tool for connecting molds having a connecting flange, the connecting tool includes a U-shaped portion, an L-shaped portion connected to one end side of the U-shaped portion, and the L-shaped portion. A connecting tool having a shaft portion formed on the tip end side of the portion and integrally forming the U-shaped portion and the L-shaped portion by injection molding a resin composition in which short fibers are mixed as reinforcing fibers with synthetic resin. Manufacturing method.
JP2019173761A 2019-09-25 2019-09-25 Coupling tool and manufacturing method of the same Pending JP2021050519A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2019173761A JP2021050519A (en) 2019-09-25 2019-09-25 Coupling tool and manufacturing method of the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2019173761A JP2021050519A (en) 2019-09-25 2019-09-25 Coupling tool and manufacturing method of the same

Publications (1)

Publication Number Publication Date
JP2021050519A true JP2021050519A (en) 2021-04-01

Family

ID=75157238

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2019173761A Pending JP2021050519A (en) 2019-09-25 2019-09-25 Coupling tool and manufacturing method of the same

Country Status (1)

Country Link
JP (1) JP2021050519A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114809589A (en) * 2022-04-20 2022-07-29 上海君否节能科技发展有限公司 Combined wood formwork capable of being quickly disassembled and assembled and use method thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04309666A (en) * 1991-04-04 1992-11-02 Idemitsu Petrochem Co Ltd Thick-end material
JPH08291623A (en) * 1995-04-21 1996-11-05 Yoshiyuki Hayakawa Connector for concrete-molding form material
JPH10196103A (en) * 1997-01-14 1998-07-28 Sumika Purasutetsuku Kk Form for placing resin-made concrete with rib, form connection tool and method for assembling form

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04309666A (en) * 1991-04-04 1992-11-02 Idemitsu Petrochem Co Ltd Thick-end material
JPH08291623A (en) * 1995-04-21 1996-11-05 Yoshiyuki Hayakawa Connector for concrete-molding form material
JPH10196103A (en) * 1997-01-14 1998-07-28 Sumika Purasutetsuku Kk Form for placing resin-made concrete with rib, form connection tool and method for assembling form

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114809589A (en) * 2022-04-20 2022-07-29 上海君否节能科技发展有限公司 Combined wood formwork capable of being quickly disassembled and assembled and use method thereof

Similar Documents

Publication Publication Date Title
US10890001B2 (en) Formwork panel for concrete-work shutterings
US3633943A (en) Fitting and method of making the same
JP2021050519A (en) Coupling tool and manufacturing method of the same
CN102962996A (en) Curable assembly and a filler component
JP2013241753A (en) Fiber-reinforced plastic sheet pile
KR100741173B1 (en) A profile pipe with the reinforcing plate and multi wall drain pipe thereby
JP2007203468A (en) Molding method of square pipe made of frp
KR101498662B1 (en) Reinforced seams coupling
KR101606576B1 (en) steel reinforcement eccentricity connector for precast concrete block or concrete and the method of connecting steel reinforcement
KR101775003B1 (en) plastic hardness bolt and method of manufacturing the plastic hardness bolt
KR20180126930A (en) Mechanical anchorage of rebar
KR101702881B1 (en) Pipe connection structure for the filament winding
EP1716295A1 (en) Annular ring element
JP2003129675A (en) Structure of resin injection jig
KR100805167B1 (en) Steel bars splicing device
KR20180126931A (en) Mechanical coupler of rebar
JP2012145201A (en) Pipe structure with flange and pipeline structure
JPS642048B2 (en)
JP2005082962A (en) Arrangement method of continuous fiber reinforcing material and shearing reinforcement
KR20090095813A (en) Reinforced Socket
JP6712193B2 (en) Repair method and repair member for existing pipeline
CN210636599U (en) Pre-embedded ceramic sleeve
KR101987685B1 (en) A spacer bringing out stripping and deck plate using the spacer
KR20040021388A (en) Euro-Form Type Concrete Form Having Structure Reinforced and Method for Manufacturing of the Same
CN218985216U (en) Production die of prestressed concrete pipe pile containing embedded part

Legal Events

Date Code Title Description
A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20210820

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20220816

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20230607

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20230620

A601 Written request for extension of time

Free format text: JAPANESE INTERMEDIATE CODE: A601

Effective date: 20230818

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20230925

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20240109

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20240229

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20240604