JP2009287327A - Method for mending core hole in concrete skeleton, mending apparatus for core hole and filler-filling tool - Google Patents

Method for mending core hole in concrete skeleton, mending apparatus for core hole and filler-filling tool Download PDF

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JP2009287327A
JP2009287327A JP2008142856A JP2008142856A JP2009287327A JP 2009287327 A JP2009287327 A JP 2009287327A JP 2008142856 A JP2008142856 A JP 2008142856A JP 2008142856 A JP2008142856 A JP 2008142856A JP 2009287327 A JP2009287327 A JP 2009287327A
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core hole
filler
filling
core
hole
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JP5118554B2 (en
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Manabu Sumi
学 住
Hiroki Ueda
弘樹 上田
Yasuo Kuroki
安男 黒木
Yoshihiko Utsumi
善彦 内海
Mutsumi Fujii
睦 藤井
Takeshi Kajiyama
毅 梶山
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Konoike Construction Co Ltd
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Konoike Construction Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method for mending a core hole in a concrete skeleton, wherein the core hole made for the purpose of taking a core sample is mended with high reliability by means of filler filling, a mending apparatus for the fore hole and also a filler-filling tool used for the mending. <P>SOLUTION: A core hole 1 bored in a concrete skeleton such as a column, beam or the like is mended by filling a filler 2. The apparatus used for mending the core hole is composed of a rod 4 mounted in the core hole 1, a pressure plate 3 placed at an entrance portion of the core hole 1 and pressing the filler 2 filled in the core hole 1, a pressure nut 6 screwed with the rod 4 for pressurizing the pressure plate 3 into the core hole 1. The pressure nut 6 screwed with the rod 4 is clamped down, and thus the filler 2 filled in the core hole 1 is pressed by the pressure plate 3 from the back, so as to improve filling property of the filler 2. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、コンクリート躯体のコア孔の補修方法、当該コア孔の補修に用いられるコア孔の補修装置および充填材充填用冶具に関し、主として耐震診断の際にサンプリングの採取目的で形成されたコア孔を充填材の充填によって補修するために用いられるものである。   The present invention relates to a method for repairing a core hole in a concrete frame, a core hole repair apparatus and a filling material jig used for repairing the core hole, and a core hole formed mainly for sampling purposes during seismic diagnosis. Is used for repairing by filling with a filler.

建物の改修や耐震補強工事などに際しては、建物の耐震診断が求められ、特に近年、建物の耐震診断の実施案件が増加している。なかでも、RC構造物の場合においては、柱や梁などの構造体コンクリートの強度確認が必要となる場合がある。   In the case of building renovation or seismic reinforcement work, seismic diagnosis of buildings is required, and in recent years, the number of projects for seismic diagnosis of buildings is increasing. In particular, in the case of an RC structure, it may be necessary to confirm the strength of structural concrete such as columns and beams.

構造体コンクリートの強度確認は、一般に構造体に影響の少ない壁、やむを得ない場合には主要構造部材である柱や梁からコアボーリングによってコアサンプルを採取して行い、その際、コアボーリングによって形成されたコア孔は、コンクリートやモルタル等の充填材を充填することにより補修している。   The strength of structural concrete is generally confirmed by collecting core samples by core boring from the walls and / or pillars and beams, which are the main structural members, if there is unavoidable effect. The core hole is repaired by filling with a filler such as concrete or mortar.

特開平11−326162号公報Japanese Patent Laid-Open No. 11-326162 特開2005−320689号公報JP 2005-320689 A

しかし、柱や梁などの主要構造部材にコア孔をあけることは、部材の断面欠損による強度低下のおそれがあり、後から充填補修するとはいえ、その確実性が疑問視され、近年施主サイドから主要構造部材の断面欠損回避、補修方法の構造的な確認を求められるケースが急増している。   However, drilling a core hole in a main structural member such as a column or beam may cause a reduction in strength due to a cross-sectional defect of the member, and although its filling is repaired later, its reliability has been questioned, and in recent years from the owner side The number of cases where cross-sectional defect avoidance of main structural members and structural confirmation of repair methods are required is increasing rapidly.

なお、コア孔内に充填したモルタルやコンクリートを後から押込み用の棒で叩く等の措置も行なわれているが、充填性に確実性を欠くことが多い。また、グラウト材を充填する方法もあるが、通常のモルタルやコンクリートを用いるよりかなり工費が嵩むため実用的ではない。   In addition, measures such as hitting a mortar or concrete filled in the core hole later with a pushing rod have been taken, but the filling property often lacks certainty. There is also a method of filling the grout material, but it is not practical because it costs much more than using ordinary mortar or concrete.

本発明は、このような実情に鑑みてなされたもので、コアボーリグによって形成されたコア孔の補修を確実にかつ低コストで行なえるようにしたコンクリート躯体のコア孔の補修方法、コア孔の補修装置およびコア孔の補修方法に用いられる充填材充填用冶具を提供することを目的とするものである。   The present invention has been made in view of such circumstances, and a method for repairing a core hole in a concrete frame that can reliably and inexpensively repair a core hole formed by a core boring, and repair of the core hole. An object of the present invention is to provide a filling material filling jig used in a repairing method for an apparatus and a core hole.

請求項1記載のコンクリート躯体のコア孔の補修方法は、コンクリート躯体に設けられたコア孔を充填材の充填によって補修するコンクリート躯体のコア孔の補修方法であって、前記コア孔内にロッドを取り付ける工程と、前記コア孔内に充填材を充填する工程と、前記ロッドに反力を取り加圧板を前記コア孔内に押し込んで前記コア孔内の充填材を加圧する工程とからなることを特徴とするものである。   The method for repairing a core hole in a concrete frame according to claim 1 is a method for repairing a core hole in a concrete frame in which the core hole provided in the concrete frame is repaired by filling with a filler, and a rod is inserted into the core hole. And a step of filling the core hole with a filler, and a step of applying a reaction force to the rod and pressing a pressure plate into the core hole to pressurize the filler in the core hole. It is a feature.

本発明は、主として耐震診断の際にコアボーリングによって形成されたコア孔を単にモルタルやコンクリートを充填して補修するのではなく、コア孔内に充填材を充填し、その後から加圧することにより、空隙を排除して充填材を密実に充填して補修後の構造上の信頼性を向上させるようにしたものである。   The present invention mainly repairs the core hole formed by core boring at the time of earthquake resistance diagnosis by simply filling mortar or concrete, filling the core hole with a filler, and then pressurizing the core hole, The voids are eliminated and the filler is densely filled to improve the structural reliability after repair.

この場合、充填材には例えばモルタル等を用い、特にダレ(押し込んだ充填材がその形をとどめられず崩れること)の少ない固練りのものを用いるのが好ましい。   In this case, it is preferable to use, for example, mortar or the like as the filler, and in particular, a kneaded material with less sagging (the pressed filler does not remain in its shape and collapses).

請求書2記載のコンクリート躯体のコア孔の補修装置は、コンクリート躯体に設けられたコア孔を充填材の充填によって補修する際に用いられるコア孔の補修装置であって、前記コア孔内に取り付けられるロッドと、前記コア孔の入り口部に設置され、前記コア孔内の充填材を加圧する加圧板と、前記ロッドに螺合され、前記加圧板を前記コア孔内に押し込む加圧用ナットを備えて構成されてなることを特徴とするものである。   The repair device for a core hole of a concrete case according to claim 2 is a repair device for a core hole used when repairing a core hole provided in a concrete case by filling with a filler, and is installed in the core hole. And a pressure plate that is installed at the entrance of the core hole and pressurizes the filler in the core hole, and a pressure nut that is screwed into the rod and pushes the pressure plate into the core hole. It is characterized by comprising.

本発明は、コア孔内に充填された充填材を加圧して、余分な空隙や未充填箇所を排除し、充填材の充填性を高めることで、補修後の構造上の信頼性を向上させるようにしたものであり、特に加圧板を介してコア孔内の充填材を加圧する部品として加圧用ナットが用いられていることで、充填材の突き固め不足箇所を補って、密実に充填することが可能となる。   The present invention improves the structural reliability after repair by pressurizing the filler filled in the core hole, eliminating excess voids and unfilled locations, and enhancing the filling property of the filler. In particular, the pressure nut is used as a part that pressurizes the filler in the core hole through the pressurizing plate, so that the insufficiently tamped portion of the filler is compensated for, and the filler is filled densely. It becomes possible.

なお、加圧板と加圧用ナットとの間にスプリングを介在することで、加圧板を介して充填材をより均等に加圧することができる。   In addition, by interposing a spring between the pressure plate and the pressure nut, the filler can be more evenly pressurized via the pressure plate.

請求書3記載の充填材充填用冶具は、コンクリート躯体に設けられたコア孔を充填材の充填によって補修する際に用いられる充填材充填用冶具であって、充填材を入れて前記コア孔内に挿入し、かつ前記コア孔より引き抜けるように形成された筒状体と、前記筒状体に内接され、前記筒状体を前記コア孔から引き抜く際に前記コア孔内の充填材をコア孔内に保持するように形成された蓋体とから構成されてなることを特徴とするものである。   The filling material filling jig according to claim 3 is a filling material filling tool used when repairing a core hole provided in a concrete frame by filling with a filling material. A cylindrical body that is formed so as to be inserted into the core hole and pulled out from the core hole, and is inscribed in the cylindrical body, and the filler in the core hole is cored when the cylindrical body is pulled out from the core hole. It is comprised from the cover body formed so that it might hold | maintain in a hole, It is characterized by the above-mentioned.

本発明は、充填材をコア孔内に一回の作業で充填できるようにしてコア孔の補修を効率的に行なえるようにしたものである。   In the present invention, the core hole can be filled in a single operation so that the core hole can be repaired efficiently.

本発明は、コアボーリングによって形成されたコア孔内にコンクリートやモルタル等の充填材を単に充填して補修するのではなく、充填後コア孔内の充填材を一定の圧力で十分に加圧することで、充填材中の余分な空隙や未充填箇所を排除し、充填材の充填性を高めることにより、補修後の構造上の信頼性を高めることができる等の効果がある。   The present invention does not simply fill the core hole formed by core boring with a filler such as concrete or mortar and repairs it, but sufficiently pressurizes the filler in the core hole after filling with a constant pressure. Thus, by eliminating extra voids and unfilled portions in the filler and enhancing the filling property of the filler, there is an effect that the structural reliability after repair can be improved.

図1〜3は、本発明の一例を示し、図において、符号1は柱や梁などのコンクリート躯体にコアサンプルの採取を目的にコアボーリングによって形成されたコア孔である。符号2はコア孔1内に補修目的で充填された充填材である。   1-3 show an example of the present invention. In the figure, reference numeral 1 denotes a core hole formed by core boring for the purpose of collecting a core sample in a concrete frame such as a column or a beam. Reference numeral 2 denotes a filler filled in the core hole 1 for the purpose of repair.

符号3はコア孔1内に充填された充填材2を加圧するための加圧板であり、加圧板3は木製、金属製または硬質合成樹脂製等であって、コア孔1の内径よりやや小径の円板状に形成されている。   Reference numeral 3 is a pressure plate for pressurizing the filler 2 filled in the core hole 1, and the pressure plate 3 is made of wood, metal, hard synthetic resin, or the like and has a diameter slightly smaller than the inner diameter of the core hole 1. It is formed in a disc shape.

また、加圧板3の中央に後述するロッド4が貫通する貫通孔3aが形成されている。加圧板3は使用に際し、貫通孔3aにロッド4を貫通させてコア孔1の入り口部に取り付けられる。なお、加圧板の周縁部に一個ないし複数の空気抜き用の小孔(図省略)が形成される場合もある。   A through-hole 3 a through which a rod 4 described later passes is formed in the center of the pressure plate 3. In use, the pressure plate 3 is attached to the entrance of the core hole 1 with the rod 4 passing through the through hole 3a. One or a plurality of air vent holes (not shown) may be formed in the peripheral edge of the pressure plate.

符号4は加圧板3をコア孔1内に押し込む際の反力受け用のロッドであり、ロッド4には雄ねじが形成され、かつコア孔1の深さよりやや長めに形成されたねじ棒が用いられている。   Reference numeral 4 denotes a rod for receiving a reaction force when the pressure plate 3 is pushed into the core hole 1. The rod 4 is formed with a male screw and a screw rod formed slightly longer than the depth of the core hole 1. It has been.

そして、ロッド4は使用に際し、コア孔1のほぼ中央に設置され、その先端部4aはコア孔1の底部に埋め込まれたアンカー5を介してコア孔1の底部に固定される。また、アンカー5は使用に際し、コア孔1の底部に打ち込まれる。   In use, the rod 4 is installed at substantially the center of the core hole 1, and the tip 4 a is fixed to the bottom of the core hole 1 via an anchor 5 embedded in the bottom of the core hole 1. The anchor 5 is driven into the bottom of the core hole 1 in use.

符号6は、ロッド4に反力を取って加圧板3をコア孔1内に押し込むための加圧用ナットであり、加圧用ナット6は使用に際し、反力受けロッド4に螺合され、かつ当該加圧用ナット6を締め付けることによりスプリング7を介して加圧板3はコア孔1内に押し込まれる。   Reference numeral 6 denotes a pressure nut for taking a reaction force on the rod 4 and pushing the pressure plate 3 into the core hole 1, and the pressure nut 6 is screwed to the reaction force receiving rod 4 in use, and The pressure plate 3 is pushed into the core hole 1 via the spring 7 by tightening the pressure nut 6.

なお、スプリング7は加圧用ナット6による圧力をコア孔1内の充填材2に加圧板3を介して均等に作用させるために用いられている。   The spring 7 is used to apply the pressure by the pressurizing nut 6 evenly to the filler 2 in the core hole 1 through the pressurizing plate 3.

図2(a),(b)は、コア孔1内に充填材2を充填するための冶具を示し、筒状体8と蓋体9とから構成されている。筒状体8はコア孔1内に挿入可能な円筒形に形成され、その一側部または両側部に軸方向に連続するスリット8aが形成されている。また、図2(b)に図示するように必要に応じて後端部に把持部8cが突設されている。   FIGS. 2A and 2B show a jig for filling the filler 2 into the core hole 1, and is composed of a cylindrical body 8 and a lid body 9. The cylindrical body 8 is formed in a cylindrical shape that can be inserted into the core hole 1, and a slit 8 a that is continuous in the axial direction is formed on one side or both sides thereof. Further, as shown in FIG. 2B, a gripping portion 8c is projected from the rear end portion as necessary.

蓋体9は筒状体8の内径よりやや小径に形成され、中央にロッド4が貫通する貫通孔9aが形成され、側部にスライド突片9bが突設されている。   The lid body 9 is formed to be slightly smaller in diameter than the inner diameter of the cylindrical body 8, a through hole 9 a through which the rod 4 passes is formed at the center, and a slide projecting piece 9 b is projected from the side.

そして、筒状体8は使用に際し、充填材2を入れてコア孔1内に挿入され、充填材2をコア孔1内に残して引き抜かれる。また、蓋体9は使用に際し、貫通孔9aにロッド4を貫通させ、かつスライド突片9bを筒状体8のスリット8aに係合させて筒状体8に内接される。   In use, the cylindrical body 8 is inserted into the core hole 1 with the filler 2 inserted therein, and is pulled out leaving the filler 2 in the core hole 1. In use, the lid 9 is inscribed in the cylindrical body 8 by allowing the rod 4 to pass through the through hole 9 a and engaging the slide protrusion 9 b with the slit 8 a of the cylindrical body 8.

また、蓋体9はコア孔1から筒状体8aを引き抜く際にコア孔1の入り口部に押し付けられて、コア孔1内の充填材2が筒状体8と共に外に出ないように充填材2をコア孔1内に留め置く働きをする。   Further, the lid body 9 is pressed against the entrance of the core hole 1 when the cylindrical body 8 a is pulled out from the core hole 1, so that the filler 2 in the core hole 1 is filled with the cylindrical body 8 so as not to come out. It serves to hold the material 2 in the core hole 1.

このような構成において、次に、コアボーリングによって形成されたコア孔の補修方法について説明する。   Next, a method for repairing a core hole formed by core boring in such a configuration will be described.

最初に、反力受け用のロッド4をコア孔1内に挿入し、その先端部4aをコア孔1の底部に後埋めされたアンカー5に結合する。   First, the reaction force receiving rod 4 is inserted into the core hole 1, and the tip 4 a is coupled to the anchor 5 that is back-filled at the bottom of the core hole 1.

次に、コア孔1内に充填材2を充填する。充填材2の充填には、図2(a),(b)に図示する充填用冶具を用いる。   Next, the filler 2 is filled into the core hole 1. For filling the filler 2, a filling jig shown in FIGS. 2 (a) and 2 (b) is used.

充填方法を説明すると、筒状体8内に蓋体9を内接する。そして、この蓋体9を底にして筒状体8内に充填材2を詰め込む。次に、充填材2を詰め込んだ筒状体8をコア孔1内に挿入する。その際、蓋体9の中央に形成された貫通孔9aにロッド4を貫通させる。   The filling method will be described. The lid body 9 is inscribed in the cylindrical body 8. Then, the filler 2 is packed into the cylindrical body 8 with the lid body 9 at the bottom. Next, the cylindrical body 8 filled with the filler 2 is inserted into the core hole 1. At that time, the rod 4 is passed through the through hole 9 a formed in the center of the lid body 9.

次に、蓋体9をコア孔1の入り口部に押し付けてコア孔1内の充填材2を外に出ないようにして筒状体8をコア孔1から引き抜く。これで、充填材2の充填は完了したことになる。   Next, the cylindrical body 8 is pulled out from the core hole 1 by pressing the lid 9 against the entrance of the core hole 1 so that the filler 2 in the core hole 1 does not come out. Thus, the filling of the filler 2 is completed.

次に、ロッド4に加圧板3、スプリング7、加圧用のナット6をそれぞれ取り付ける。そして、加圧ナット6を締め付けて加圧板3をコア孔1内に徐々に押し込むことによりコア孔1内の充填材2を加圧する。   Next, the pressure plate 3, the spring 7, and the pressure nut 6 are attached to the rod 4. Then, the filler 2 in the core hole 1 is pressurized by tightening the pressure nut 6 and gradually pushing the pressure plate 3 into the core hole 1.

なおその際、加圧板3として周縁部に小孔を有するものを用いると、充填材2内の空気や余分な水は加圧板3の周囲から速やかに排出することができる。   At that time, if the pressure plate 3 having a small hole at the peripheral edge is used, the air or excess water in the filler 2 can be quickly discharged from the periphery of the pressure plate 3.

コア孔1内の充填材2が硬化し、所要強度を発現したら加圧用ナット6、スプリング7および加圧板3を取り外す。ロッド4のコア孔1から突出した部分はカットし、表面仕上げをする。   When the filler 2 in the core hole 1 is cured and develops the required strength, the pressing nut 6, the spring 7 and the pressing plate 3 are removed. The portion protruding from the core hole 1 of the rod 4 is cut and finished with a surface.

これで、コア孔の補修は完了したことになる。なお、加圧板3、加圧用ナット6およびスプリング7は繰り返し利用することができる。   This completes the repair of the core hole. The pressure plate 3, the pressure nut 6 and the spring 7 can be used repeatedly.

図4(a)〜(f)は、図2(a),(b)に図示する冶具を用いないで行なうコア孔の補修方法を示し、以下その施工手順について説明する。この補修方法では、コア孔1内に充填材2を充填するための冶具として、図5と図6に図示するような押込み用冶具10を用いる。   FIGS. 4A to 4F show a core hole repair method performed without using the jig shown in FIGS. 2A and 2B, and the construction procedure will be described below. In this repair method, a pushing jig 10 as shown in FIGS. 5 and 6 is used as a jig for filling the filler 2 into the core hole 1.

押込み冶具10はコア孔1内に内接し得る押込み板10aと当該押込み板10aの一側面側の中心部分に突設された筒状の取っ手10bとから構成されている。   The pushing jig 10 includes a pushing plate 10a that can be inscribed in the core hole 1 and a cylindrical handle 10b that protrudes from a central portion on one side of the pushing plate 10a.

押込み板10aは木製、鋼板または硬質樹脂板などから形成され、中心部にロッド4が貫通し得る貫通孔10cが形成されている。また、取っ手10bはロッド4が貫通し得る鋼管または塩ビ管などの硬質樹脂管から形成され、かつ円柱状または裁頭円錐形状に形成されている。   The pushing plate 10a is made of wood, a steel plate, a hard resin plate or the like, and a through hole 10c through which the rod 4 can penetrate is formed at the center. The handle 10b is formed of a hard resin tube such as a steel tube or a vinyl chloride tube through which the rod 4 can penetrate, and is formed in a columnar shape or a truncated cone shape.

最初に、反力受け用のロッド4をコア孔1内に挿入し、その先端部4aをコア孔1の底部に後埋めされたアンカー5に結合する。   First, the reaction force receiving rod 4 is inserted into the core hole 1, and the tip 4 a is coupled to the anchor 5 that is back-filled at the bottom of the core hole 1.

次に、コア孔1内に充填材2を充填する。その際、充填材2は複数回に分けて充填する。また、充填材2は各回ごとに押込み用冶具10によって入念に転圧する。一回当りの充填材2の充填量は、深さ40〜50mm程度とし、4〜5回程度で充填を完了するようにする。   Next, the filler 2 is filled into the core hole 1. At that time, the filler 2 is filled in a plurality of times. Further, the filler 2 is carefully rolled by the pressing jig 10 every time. The filling amount of the filler 2 per one time is set to a depth of about 40 to 50 mm, and the filling is completed about 4 to 5 times.

さらに、回ごとに押込み用冶具10を引抜くときは、押込み板10aに充填材2が付着しないように押込み用冶具10をコア孔1内で回転させながら引抜く等の処置を講ずる。   Further, when the pushing jig 10 is pulled out every time, the pushing jig 10 is pulled out while rotating in the core hole 1 so that the filler 2 does not adhere to the pushing plate 10a.

こうして充填材2の充填が完了したら、次に、ロッド4に加圧板3、スプリング7、加圧用のナット6をそれぞれ取り付ける。そして、加圧ナット6を締め付けて加圧板3を孔1内に徐々に押し込むことによりコア孔1内の充填材2を加圧する。   When the filling of the filler 2 is completed in this way, the pressure plate 3, the spring 7, and the pressure nut 6 are then attached to the rod 4. Then, the filler 2 in the core hole 1 is pressurized by tightening the pressure nut 6 and gradually pushing the pressure plate 3 into the hole 1.

その際、加圧板として周縁部に小孔を有するものを用いると、充填材2内の空気や余分な水は加圧板3の周囲から速やかに排出することができると共に、コア孔1内の充填材2の締め込み具合を目視により確認することができる。   At that time, if a pressure plate having a small hole at the peripheral edge is used, air and excess water in the filler 2 can be quickly discharged from the periphery of the pressure plate 3 and the core hole 1 is filled. The tightening condition of the material 2 can be confirmed visually.

そして、コア孔1内の充填材2が硬化して所要強度に達したら、加圧用ナット6、スプリング7および加圧板3を取り外す。ロッド4の突出した部分はカットし、表面仕上げをする。   When the filler 2 in the core hole 1 is cured and reaches the required strength, the pressing nut 6, the spring 7 and the pressing plate 3 are removed. The protruding part of the rod 4 is cut and surface-finished.

本発明は、柱や梁などのコンクリート躯体に形成されたコア孔を確実かつ効率的に補修することができる。   The present invention can reliably and efficiently repair a core hole formed in a concrete frame such as a column or a beam.

コア孔の補修に用いられる補修装置の分解斜視図である。It is a disassembled perspective view of the repair apparatus used for repair of a core hole. (a),(b)はコア孔内に充填材を充填するための充填用冶具の一例を示す斜視図である。(A), (b) is a perspective view which shows an example of the filling jig for filling a filler in a core hole. 補修方法の施工手順を示す工程図である。It is process drawing which shows the construction procedure of a repair method. 他の補修方法の施工手順を示す工程図である。It is process drawing which shows the construction procedure of another repair method. コア孔内に充填した充填材を押込むための押込み用冶具の一例を示し、(a)は一部破断正面図、(b)は側面図である。An example of the pushing jig | tool for pushing in the filler with which it filled in the core hole is shown, (a) is a partially broken front view, (b) is a side view. コア孔内に充填した充填材を押込むための押込み用冶具の一例を示し、(a)は一部破断正面図、(b)は側面図である。An example of the pushing jig | tool for pushing in the filler with which it filled in the core hole is shown, (a) is a partially broken front view, (b) is a side view.

符号の説明Explanation of symbols

1 コア孔
2 充填材
3 加圧板
3a 貫通孔
4 ロッド
5 アンカー
6 加圧用ナット
7 スプリング
8 筒状体
8a スリット
8b 把持部
9 蓋体
9a 貫通孔
9b スライド突片
10 押込み用冶具
10a 押込み板
10b 取っ手
10c 貫通孔
DESCRIPTION OF SYMBOLS 1 Core hole 2 Filler 3 Pressure plate 3a Through-hole 4 Rod 5 Anchor 6 Pressurizing nut 7 Spring 8 Cylindrical body 8a Slit 8b Grip part 9 Lid 9a Through-hole 9b Slide protrusion 10 Pushing jig
10a Pushing plate
10b Handle
10c Through hole

Claims (3)

コンクリート躯体に設けられたコア孔を充填材の充填によって補修するコンクリート躯体のコア孔の補修方法であって、前記コア孔内にロッドを取り付ける工程と、前記コア孔内に充填材を充填する工程と、前記ロッドに反力を取り加圧板を前記コア孔内に押し込んで前記コア孔内の充填材を加圧する工程とからなることを特徴とするコンクリート躯体のコア孔の補修方法。   A method of repairing a core hole of a concrete casing, wherein the core hole provided in the concrete casing is repaired by filling with a filler, the step of attaching a rod in the core hole, and the step of filling a filler in the core hole And a method of repairing the core hole of the concrete frame, comprising: a step of applying a reaction force to the rod and pressing a pressure plate into the core hole to pressurize the filler in the core hole. コンクリート躯体に設けられたコア孔を充填材の充填によって補修するコンクリート躯体のコア孔の補修に用いられるコンクリート躯体のコア孔の補修装置であって、前記コア孔内に取り付けられるロッドと、前記コア孔の入り口部に設置され、前記コア孔内の充填材を加圧する加圧板と、前記ロッドに螺合され、前記加圧板を前記コア孔内に押し込む加圧用ナットを備えて構成されてなることを特徴とするコンクリート躯体のコア孔の補修装置。   An apparatus for repairing a core hole of a concrete frame used for repairing a core hole of a concrete frame for repairing the core hole provided in the concrete frame by filling with a filler, the rod mounted in the core hole, and the core A pressure plate that is installed at the entrance of the hole and pressurizes the filler in the core hole; and a pressure nut that is screwed into the rod and pushes the pressure plate into the core hole. A device for repairing a core hole in a concrete frame characterized by コンクリート躯体に設けられたコア孔を充填材の充填によって補修する際に用いられる充填材充填用冶具であって、充填材を入れて前記コア孔内に挿入し、かつ前記コア孔より引き抜けるように形成された筒状体と、前記筒状体に内接され、前記筒状体を前記コア孔から引き抜く際に前記コア孔内に入れられた充填材をコア孔内に保持するように形成された蓋体とから構成されてなることを特徴とする充填材充填用冶具。

A filling material filling tool used when a core hole provided in a concrete frame is repaired by filling with a filler so that the filler is inserted into the core hole and pulled out of the core hole. The formed cylindrical body, and inscribed in the cylindrical body, are formed so as to hold the filler placed in the core hole in the core hole when the cylindrical body is pulled out from the core hole. And a filler filling jig characterized by comprising a lid.

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JP2019199798A (en) * 2014-10-01 2019-11-21 株式会社フジタ Concrete wall reinforcement method
JP2020060057A (en) * 2018-10-11 2020-04-16 株式会社フジタ Reinforcement method for concrete wall
JP2020060060A (en) * 2018-10-11 2020-04-16 株式会社フジタ Reinforcement method for concrete wall
JP2020060056A (en) * 2018-10-11 2020-04-16 株式会社フジタ Reinforcement component for reinforcing concrete wall

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JP2001152675A (en) * 1999-11-30 2001-06-05 Kfc Ltd Repair method for core hole
JP2005105808A (en) * 2003-09-09 2005-04-21 Taisei Corp Shearing force reinforcing method

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Publication number Priority date Publication date Assignee Title
JP2016070016A (en) * 2014-10-01 2016-05-09 株式会社フジタ Concrete wall reinforcement method
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JP2020060057A (en) * 2018-10-11 2020-04-16 株式会社フジタ Reinforcement method for concrete wall
JP2020060060A (en) * 2018-10-11 2020-04-16 株式会社フジタ Reinforcement method for concrete wall
JP2020060056A (en) * 2018-10-11 2020-04-16 株式会社フジタ Reinforcement component for reinforcing concrete wall
JP7134057B2 (en) 2018-10-11 2022-09-09 株式会社フジタ Reinforcement member for reinforcement of concrete walls
JP7178860B2 (en) 2018-10-11 2022-11-28 株式会社フジタ Concrete wall reinforcement method
JP7178861B2 (en) 2018-10-11 2022-11-28 株式会社フジタ Concrete wall reinforcement method

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