JP2019183591A - Repair method of structure with crack - Google Patents

Repair method of structure with crack Download PDF

Info

Publication number
JP2019183591A
JP2019183591A JP2018079436A JP2018079436A JP2019183591A JP 2019183591 A JP2019183591 A JP 2019183591A JP 2018079436 A JP2018079436 A JP 2018079436A JP 2018079436 A JP2018079436 A JP 2018079436A JP 2019183591 A JP2019183591 A JP 2019183591A
Authority
JP
Japan
Prior art keywords
crack
injection
inorganic
plug
injection material
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
JP2018079436A
Other languages
Japanese (ja)
Inventor
康弘 結城
Yasuhiro Yuki
康弘 結城
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.)
Nihon Mente Co Ltd
Original Assignee
Nihon Mente 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 Nihon Mente Co Ltd filed Critical Nihon Mente Co Ltd
Priority to JP2018079436A priority Critical patent/JP2019183591A/en
Publication of JP2019183591A publication Critical patent/JP2019183591A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Working Measures On Existing Buildindgs (AREA)

Abstract

To provide a repair method capable of injecting inorganic materials from an inside of a crack into void such as a crack and an internal defect at high quality and efficiently, in repairing a crack of a structure.SOLUTION: An injection hole 10 for injecting inorganic injection material for repairing a crack is drilled from a position with a prescribed distance from a crack 11 on a structure surface so as to diagonally cross the crack 11. An injection plug 1 for injecting the inorganic injection material is inserted into an opening on the structure surface of the injection hole 10. Water is pressed in to remove impurities inside the crack from the injection plug 1 and to wash it. Then, the inorganic injection material is injected via the injection plug 1.SELECTED DRAWING: Figure 3

Description

本発明は、コンクリートを代表とする構造物のひび割れや内部欠陥の補修方法に関するものである。  The present invention relates to a method for repairing cracks and internal defects in structures typified by concrete.

コンクリートは、様々な構造物に多用されているが、下記の原因等によりひび割れが生じることがある。
(1)コンクリートの硬化反応に伴う収縮
(2)地盤変動や荷重などによる外的要因
(3)環境条件に伴う膨張・収縮
(4)内部に浸み込んだ水分の凍結膨張
(5)アルカリ骨材反応による骨材の膨張
(6)内部鋼材(鉄筋)の発錆
Concrete is widely used in various structures, but cracks may occur due to the following causes.
(1) Shrinkage due to hardening reaction of concrete (2) External factors due to ground fluctuation or load (3) Expansion / shrinkage due to environmental conditions (4) Freezing and expansion of moisture soaked inside (5) Alkali bone Expansion of aggregate due to material reaction (6) Rusting of internal steel (rebar)

ひび割れの補修方法として、特許文献1には、構造物表面に露出したひび割れ表面に、注入プラグの台座を接着剤により固定し、樹脂製の圧力タンクを取付けて、タンク内に注入材料を充填することでタンク内の空気を圧縮し、空気の復元膨張力により圧入する方法が開示されている。  As a method for repairing cracks, Patent Document 1 discloses that a base of an injection plug is fixed with an adhesive to a crack surface exposed on the surface of a structure, a resin pressure tank is attached, and the injection material is filled in the tank. Thus, a method of compressing the air in the tank and press-fitting with the restoring expansion force of the air is disclosed.

また、特許文献2には、構造物表面に露出したひび割れ表面に、注入プラグの台座を接着剤により固定し、軟質素材の筒状のインジェクターに注入材を充填することで加圧膨張され、軟質素材の形状復元力によりひび割れ内部に補修材を圧入する方法が開示されている。  Further, in Patent Document 2, the pedestal of the injection plug is fixed to the crack surface exposed on the surface of the structure with an adhesive, and the cylindrical material injector is filled with the injection material to be pressurized and expanded. A method is disclosed in which a repair material is press-fitted into a crack by a shape restoring force of the material.

特開2003−129675JP2003-129675A 特開2004−169550JP 2004-169550 A

発明が解決しようとする問題Problems to be solved by the invention

しかしながら、特許文献1及び2に開示されているひび割れ補修方法は、比較的新しいひび割れに、低粘度のエポキシ樹脂を、低圧で且つ低速で注入することを目的として設計されており、特に年月の経過した土木構造物にみられるひび割れ表面の汚れや閉塞物などがある場合では注入が困難であった。また、ひび割れ内部に注入する補修材が、構造物の材質と異なるため、親和性の観点から改善の余地がある。  However, the crack repair methods disclosed in Patent Documents 1 and 2 are designed to inject a low-viscosity epoxy resin into a relatively new crack at a low pressure and a low speed. Injection was difficult when there were dirt on the cracked surface or obstructions found in the civil engineering structure that had passed. Moreover, since the repair material injected into the crack is different from the material of the structure, there is room for improvement from the viewpoint of affinity.

さらに、前記と同様の方法でセメント系材料を代表とする無機質系材料を注入する場合においては、低速で注入する過程で、比重の差に起因する、材料を構成する素材の沈降速度の差による分離の発生や、構造物側の吸水によるドライアウトを生じる問題があった。  Furthermore, in the case of injecting an inorganic material typified by a cement material by the same method as described above, due to the difference in the settling speed of the material constituting the material due to the difference in specific gravity in the process of injecting at a low speed There was a problem of occurrence of separation and dryout due to water absorption on the structure side.

本発明は、上記のような問題点に艦みてなされたもので、構造物のひび割れを補修するにあたり、ひび割れや内部欠陥等の空隙に、母材と同質の無機質系材料を、ひび割れの内部から高品質で効率よく注入できる補修方法を提供することを目的とする。  The present invention has been made in view of the above problems, and in repairing cracks in a structure, an inorganic material of the same quality as the base material is introduced into the voids such as cracks and internal defects from the inside of the cracks. The object is to provide a repair method that can be injected efficiently with high quality.

本発明は、前記課題の解決のため、ひび割れに補修材料を充填する方法を、鋭意検討した結果なされたものである。  The present invention has been made as a result of intensive studies on a method of filling a crack with a repair material in order to solve the above problems.

つまり、本発明は、内部にひび割れを有する構造物を、前記ひび割れへの無機質系注入材の充填により補修するひび割れ補修方法であって、前記ひび割れに沿って、前記ひび割れと一定の距離を保持する位置に、前記ひび割れに対応する間隔で、複数の削孔位置をマーキングする工程と、水流式ドリルにより、マーキングした前記削孔位置に、前記ひび割れ内部で斜めに貫通する注入孔を削孔する注入孔削孔工程と、前記無機質系注入材を注入するための注入プラグを、前記注入孔に挿入固定する注入プラグ取付け工程と、前記注入プラグより、前記ひび割れの内部に浄水を注入して、前記ひび割れ内部の洗浄と湿潤化を行うひび割れ洗浄工程と、前記無機質系注入材を、前記注入プラグより注入した際に、前記ひび割れが前記構造物の表面に開放されているひび割れ開放口から前記注入材が漏出するのを防ぐために、前記ひび割れ開放口を無機質系シール材により閉塞するひび割れ開放口シール工程と、前記ひび割れの内部に、前記無機質系注入材を、前記注入プラグを介して、注入ポンプにて充填する無機質系注入材充填工程と、前記無機質系注入材の硬化後に、前記注入プラグ及び無機質系シール材を撤去するプラグ・シール撤去工程と、前記注入プラグの撤去により生じる有底孔に、補修用モルタルを充填し、前記構造物表面の清掃を行う仕上げ工程を有することを特徴とする。    That is, the present invention is a crack repairing method for repairing a structure having a crack inside by filling the crack with an inorganic injection material, and maintains a certain distance from the crack along the crack. A step of marking a plurality of drilling positions at intervals corresponding to the cracks, and an injection for drilling an injection hole obliquely penetrating inside the crack at the marked drilling position by a hydrodynamic drill A hole drilling step, an injection plug mounting step for inserting and fixing an injection plug for injecting the inorganic injection material, and injection of purified water into the crack from the injection plug, A crack cleaning step for cleaning and wetting the inside of the crack, and when the inorganic injection material is injected from the injection plug, the crack is the surface of the structure. In order to prevent the injection material from leaking from the open crack opening, a crack opening opening sealing step for closing the crack opening with an inorganic seal material, and the inorganic injection material in the crack An inorganic injection material filling step for filling with an injection pump through the injection plug; a plug / seal removal step for removing the injection plug and the inorganic sealing material after the inorganic injection material is cured; and It has the finishing process which fills the bottomed hole which arises by removal of an injection | pouring plug with the repair mortar, and cleans the surface of the said structure.

また、本発明は、前記注入孔削孔工程が、前記注入孔が前記ひび割れを内部で貫通するために、前記ひび割れ開放口より一定の距離をなす位置から、前記注入孔が前記構造物表面の法線に対して45°以上60°以下の角度をなすように傾斜させ、水流式ドリルにより切削粉塵を洗い流しながら穿孔することを特徴とする。  Further, the present invention provides the injection hole drilling step in which, since the injection hole penetrates the crack inside, the injection hole is formed on the surface of the structure from a position at a certain distance from the crack opening. It is inclined to form an angle of 45 ° or more and 60 ° or less with respect to the normal line, and drilling is performed while washing cutting dust with a water flow type drill.

また、本発明は、前記注入プラグが、中心に前記無機質系注入材が通過する注入材通過孔が穿設された略円筒状を備え、前記無機質系注入材の吐出側には小径部が形成され、前記無機質系注入材の圧入側には大径部が形成されてなる中空シャフトと、前記大径部の内部に形成されてなる前記無機質系注入材の逆流を防止する逆流防止機構と、前記小径部の外周に弾性素材のジャバラパッキンを装着してなる定着部とを備えることで、取付に接着剤や特殊な工具を必要としない注入プラグを用いることを特徴とする。  In the present invention, the injection plug has a substantially cylindrical shape in which an injection material passage hole through which the inorganic injection material passes is formed in the center, and a small diameter portion is formed on the discharge side of the inorganic injection material. A hollow shaft in which a large diameter portion is formed on the press-fitting side of the inorganic injection material, and a backflow prevention mechanism for preventing a backflow of the inorganic injection material formed in the large diameter portion, An injection plug that does not require an adhesive or a special tool for mounting is used by providing a fixing portion formed by mounting bellows packing made of an elastic material on the outer periphery of the small diameter portion.

また、本発明は、前記無機質系シール材及び前記無機質系注入材が、規定量のセメント系材料の粉体を充填したプラスチック製のカートリッジに、規定量の浄水又は専用の配合水を、使用時に加えて混合することで調製されることを特徴とする。  Further, the present invention provides a plastic cartridge in which the inorganic sealing material and the inorganic injection material are filled with a specified amount of cementitious material powder, and a specified amount of purified water or dedicated blended water is used at the time of use. In addition, it is prepared by mixing.

発明の効果The invention's effect

本発明においては、ひび割れに沿って一定の間隔で、予めマーキングを施した位置に、水流式ドリルを用いて、無機質系注入材を注入するための注入プラグを挿入固定するするための注入孔を穿孔する。このような処理は、一箇所の注入孔から無機質系注入材をひび割れ内部に注入できる範囲が限定されるからであり、適正な間隔で複数の注入口を設けることにより、ひび割れ内部に十分な量の無機質系注入材を充填できる。  In the present invention, an injection hole for inserting and fixing an injection plug for injecting an inorganic-based injection material at a predetermined interval along the crack using a hydrodynamic drill is provided. Perforate. This is because the range in which the inorganic injection material can be injected into the crack from one injection hole is limited, and by providing a plurality of injection holes at appropriate intervals, a sufficient amount can be provided inside the crack. It can be filled with an inorganic injection material.

ひび割れ内部には、塵や析出物などによる閉塞物が存在することが多く、ひび割れが表面に露出した開口部から、直接無機質系注入材を圧入すると、閉塞物の影響を強く受けて、ひび割れの内部まで十分に無機質系注入材を充填できないことがあるが、本発明においては、ひび割れを構造物内部で貫通するように、注入孔を斜めに穿孔することで、ひび割れ内部から無機質系注入材を注入できるためこの問題を大幅に低減できる。なお、注入孔を構造物表面の法線に対して45°以上60°以下とした理由は、これよりも小さい角度ではプラグの固定が困難となり、これよりも大きい角度では、注入孔がひび割れに到達する距離が過度に長くなるためである。  In many cases, there are clogs due to dust or deposits inside the cracks, and if an inorganic injection material is injected directly from the opening where the cracks are exposed to the surface, the influence of the clogs will strongly affect the cracks. In the present invention, the inorganic injection material may not be sufficiently filled up to the inside, but in the present invention, the inorganic injection material is injected from the inside of the crack by drilling the injection hole obliquely so as to penetrate the crack inside the structure. This problem can be greatly reduced because it can be injected. The reason why the injection hole is set to 45 ° or more and 60 ° or less with respect to the normal of the surface of the structure is that fixing the plug is difficult at an angle smaller than this, and at an angle larger than this, the injection hole is cracked. This is because the reaching distance becomes excessively long.

また、本発明においては、注入孔穿孔に水流式ドリルを用いることで、穿孔により生じるコンクリートの切削粉を洗い流しながら穿孔するため、ひび割れに通じた目詰まりのない清浄な注入孔を設けることができる。  Further, in the present invention, by using a hydrodynamic drill for drilling the injection hole, the concrete cutting powder generated by the drilling is drilled while being washed away, so that a clean injection hole free from clogging that leads to cracks can be provided. .

また、本発明においては、注入プラグの定着側には、弾性素材で構成されるジャバラパッキンを備え、注入孔に挿入した注入プラグは簡単に固定が可能であり、接着剤や、特殊な工具が不要となり、施工時間の短縮に寄与する。また、注入作業終了後に撤去する作業も容易である。  Further, in the present invention, the fixing side of the injection plug is provided with a bellows packing made of an elastic material, and the injection plug inserted into the injection hole can be easily fixed, and an adhesive or a special tool is used. This is unnecessary and contributes to shortening the construction time. Moreover, the removal operation after the completion of the injection operation is easy.

また、本発明においては、無機質系注入材をひび割れ内部に注入する前に、注入プラグより浄水を加圧注入することで、ひび割れ内部の塵や汚れを洗い流す工程により、ひび割れ空隙への無機質系注入材の充填性及び接着性を向上させると共に、無機質系注入材料のドライアウトを防止するための湿潤化が可能である。なお、ここで用いる浄水とは、泥分や塩分などの不純物を含まない水であり、水道水を用いることが可能である。  In addition, in the present invention, before injecting the inorganic injection material into the crack, by injecting clean water from the injection plug under pressure, the inorganic injection into the crack gap is performed by washing away dust and dirt inside the crack. It is possible to improve the filling property and adhesiveness of the material, and to wet the inorganic injection material to prevent dry-out. The purified water used here is water that does not contain impurities such as mud and salt, and tap water can be used.

また、本発明に用いる注入プラグは、前記のように固定用のジャバラパッキンを備える他、圧縮ばねで付勢された弁により注入圧を加えることで弁が開き、注入を終了することで弁が閉じて逆流を防ぐ逆流防止機構を備える。また、逆流防止弁を開放するための逆止弁開放ピンを取付けることで、他の場所に取付けた注入プラグから注入された注入材のリーク口として、また、内圧を開放するためのエアー抜き口として用いることが可能で、3種の機能を付与することが可能である。  In addition, the injection plug used in the present invention includes the bellows packing for fixing as described above, and the valve is opened by applying injection pressure by a valve urged by a compression spring, and when the injection is finished, the valve is opened. A backflow prevention mechanism that closes and prevents backflow is provided. In addition, by installing a check valve release pin for opening the check valve, it serves as a leak port for the injection material injected from the injection plug installed elsewhere, and an air vent port for releasing the internal pressure. It can be used as three types of functions.

また、予めセメント系材料と水を混合しておくと、特に硬化が速いセメント系材料では、注入する時点で一定の流動性を確保するのが困難となるため、本発明に用いる無機質系注入材では、規定量のセメント系材料の粉体をプラスチック製のカートリッジに充填して調製した製品を用い、材料使用時直前に、規定量の浄水又は配合水を加えて振り混ぜることで、必要な量の無機質系シール材及び無機質系注入材が得られ、手動式注入ポンプによりこれらの材料を用いることにより、配合間違いのない安定した材料品質確保、閉所や足場上での施工性向上、カートリッジの空体による注入量の正確な管理が可能となる。  In addition, when a cement-based material and water are mixed in advance, it is difficult to ensure a certain fluidity at the time of injection, especially in a cement-based material that is fast-cured. Therefore, the inorganic-based injection material used in the present invention Then, using a product prepared by filling a plastic cartridge with a specified amount of cementitious material powder, add the specified amount of purified water or blended water and shake it just before using the material. Inorganic sealing materials and inorganic injection materials can be obtained, and by using these materials with a manual injection pump, it is possible to ensure stable material quality without compounding errors, improve workability on closed or scaffolding, and empty cartridges. Accurate management of the injection volume by the body becomes possible.

本発明に用いる注入プラグの一例を示す図で、図1(a)は正面図、図1(b)は断面図It is a figure which shows an example of the injection | pouring plug used for this invention, Fig.1 (a) is a front view, FIG.1 (b) is sectional drawing. 本発明に用いる逆止弁開放ピンの一例の断面図Sectional drawing of an example of the non-return valve opening pin used for this invention 構造物内部に発生したひび割れを、ひび割れがなす面に直行する方向から示した断面図で、本発明に係る注入孔設置方法の基本構成を示す図FIG. 3 is a cross-sectional view showing a crack generated inside a structure from a direction perpendicular to a surface formed by the crack, and showing a basic configuration of the injection hole installation method according to the present invention. 図3を図における横方向から見た、ひび割れに対応する間隔にて設置した注入プラグの配列構成を示す図The figure which shows the arrangement | sequence structure of the injection | pouring plug installed in the space | interval corresponding to a crack which looked at FIG. 3 from the horizontal direction in a figure 構造物を補修する補修方法の工程を示した施工工程図Construction process diagram showing process of repair method to repair structure

次に具体的な例を示す図に基づいて、本発明の実施の形態について説明する。  Next, an embodiment of the present invention will be described based on a diagram showing a specific example.

図1は、本発明に用いる注入プラグの一例を示す図で、図1(a)は正面図、図1(b)は断面図である。また、図2は、本発明に用いる逆止弁開放ピンの一例を示す正面図である。  1A and 1B are diagrams showing an example of an injection plug used in the present invention. FIG. 1A is a front view and FIG. 1B is a cross-sectional view. FIG. 2 is a front view showing an example of a check valve opening pin used in the present invention.

図1(a)、(b)に示した注入プラグ1は、図1(a)、(b)における左側の端部を注入孔に挿入する。ジャバラパッキン2は、材質がゴム系の弾性材料で、外径が注入孔の内径よりも大きくなるように構成し、図における左側先端に向けて外径が小さくなるテーパー形状を付与することで、プラスチックハンマーなどを用いて注入孔に打ち込むことで、ジャバラパッキン2の弾性で注入孔の内部に固定される。  In the injection plug 1 shown in FIGS. 1A and 1B, the left end in FIGS. 1A and 1B is inserted into the injection hole. The bellows packing 2 is made of a rubber-based elastic material, and is configured such that the outer diameter is larger than the inner diameter of the injection hole, and by giving a tapered shape in which the outer diameter decreases toward the left end in the figure, By being driven into the injection hole using a plastic hammer or the like, the bellows packing 2 is fixed inside the injection hole by the elasticity.

また、逆止弁開放ピン6を、図1(a)の注入プラグ1に、図1(b)示した矢印の方向から挿入し、係止部8が注入プラグの右端に達する位置まで挿入固定することで、逆止弁5aは図における矢印の方向に押し込まれ、逆止弁機構5が開放状態となる。  Further, the check valve release pin 6 is inserted into the injection plug 1 in FIG. 1A from the direction of the arrow shown in FIG. 1B, and inserted and fixed until the locking portion 8 reaches the right end of the injection plug. As a result, the check valve 5a is pushed in the direction of the arrow in the figure, and the check valve mechanism 5 is opened.

図3は、構造物内部に発生したひび割れを、ひび割れがなす面に直交する方向から示した断面図で、本発明に係る注入孔設置方法の基本構成を示す。図3に示したように、注入孔10を、水流式ドリルを用いて構造物表面の法線に対して、図に示した角度θを45°以上60°以下として、斜めに貫通削孔するには、構造物表面から例えば100mm程度の深さでひび割れを貫通するための必要長として、有効長220mm、即ち、図3に示したように、深さをaとしたときの、a/sinθの軸長を持ったドリルシャフトを用い、注入孔の穿孔に必要なドリルの回転数である無負荷回転数10000(回/分)程度の電動ドリルを使用することが望ましい。  FIG. 3 is a cross-sectional view showing a crack generated in the structure from a direction perpendicular to the surface where the crack is formed, and shows a basic configuration of the injection hole installation method according to the present invention. As shown in FIG. 3, the injection hole 10 is obliquely drilled with a water flow drill with the angle θ shown in the figure being 45 ° to 60 ° with respect to the normal of the structure surface. The effective length is 220 mm as a necessary length for penetrating the crack at a depth of, for example, about 100 mm from the surface of the structure, that is, a / sin θ when the depth is a as shown in FIG. It is desirable to use an electric drill having a no-load rotational speed of about 10,000 (times / minute), which is the rotational speed of the drill necessary for drilling the injection hole.

注入孔10を穿孔した後、図3に示したように、注入プラグ1を挿入し、注入プラグ1を介して浄水を、ひび割れ11に加圧注入して洗浄し無機質系シール材12で開口部11aを閉塞する。このように、ひび割れ内部に堆積した塵や汚れを事前に洗い流すことで、ひび割れ空隙への補修材の注入阻害要因を除去し、補修材料の充填性及び接着性を大幅に向上させることが可能となり、さらに無機質系注入材のドライアウトを防止するための湿潤化も可能となる。  After the injection hole 10 is drilled, as shown in FIG. 3, the injection plug 1 is inserted, and purified water is pressurized and injected into the crack 11 through the injection plug 1 and cleaned, and the opening is opened with the inorganic sealing material 12. 11a is closed. In this way, by washing away dust and dirt accumulated inside the crack in advance, it is possible to remove the factor that hinders the injection of the repair material into the crack gap and greatly improve the filling property and adhesion of the repair material. Furthermore, wetting is possible to prevent dry out of the inorganic injection material.

無機質系シールに用いる材料としては、例えば10分ないし30分以内で硬化するいわゆる超速硬セメントの粉体を、規定量でプラスチック製のカートリッジに充填した製品に、材料使用時に規定量の浄水を加えて振り混ぜることで、安定した品質の超速硬セメントシール材が得られるカートリッジ式無機質系シール材を、コーキングガンなどにより使用する。なお、ひび割れの充填に用いる無機質系注入材は、構造物の劣化性状に合わせて様々な材料の配合、選択が可能である。  As a material used for inorganic seals, for example, a so-called ultra-fast cement powder that hardens within 10 to 30 minutes is filled into a plastic cartridge in a specified amount, and a specified amount of purified water is added when the material is used. By using a caulking gun or the like, a cartridge type inorganic sealing material that can obtain a stable ultra-high speed cement sealing material by shaking. In addition, as for the inorganic type injection material used for filling of cracks, various materials can be blended and selected according to the deterioration property of the structure.

図4は、ひび割れ面を横方向からみた、ひび割れに適用する間隔にて設置した注入プラグの配列構成を示す図である。図4(a)は、前述の注入個所設置方法の基本構成にて、ひび割れに沿って無機質系注入材が充填されたカートリッジ15を注入プラグに挿入して、手動式注入ポンプ(図示せず)でひび割れ内部に無機質系注入材を充填する状態を示す。  FIG. 4 is a diagram showing an arrangement configuration of injection plugs installed at intervals to be applied to cracks when the crack surface is viewed from the lateral direction. FIG. 4 (a) shows a basic configuration of the above-described injection site installation method, in which a cartridge 15 filled with an inorganic injection material along a crack is inserted into an injection plug, and a manual injection pump (not shown). The state where the inorganic filler is filled in the crack is shown.

図4(b)は、カートリッジ15より注入された無機質系注入材が、ひび割れ内部に溜まっていき、材料水位が隣接するプラグ位置まで達した段階で、逆止弁開放ピン14aが取り付けられた注入プラグより排出されることで、材料の充填完了の確認ができる状態を示す。また、図4(c)は、逆止弁開放ピン14bが取り付けられた注入プラグより、ひび割れ内部の空気を排出し、無機質系注入材の充填を阻害する内圧の開放を行う状態を示す。  FIG. 4B shows an injection in which the check valve release pin 14a is attached when the inorganic injection material injected from the cartridge 15 accumulates in the crack and the material water level reaches the adjacent plug position. The state where the completion of filling of the material can be confirmed by being discharged from the plug is shown. FIG. 4C shows a state where the air inside the crack is discharged from the injection plug to which the check valve release pin 14b is attached, and the internal pressure that inhibits the filling of the inorganic injection material is released.

無機質系注入材の注入完了後、カートリッジ15を抜き、注入プラグ及び注入プラグに取付けられた逆止弁開放ピン14a、14bを、それぞれ図4における(b)から(c)の方向に、隣接されている注入プラグに順次移動しながら、ひび割れへの無機質系注入材の注入を行う。  After completion of the injection of the inorganic injection material, the cartridge 15 is removed, and the check plug opening pins 14a and 14b attached to the injection plug and the injection plug are adjacent to each other in the directions (b) to (c) in FIG. The inorganic injection material is injected into the crack while sequentially moving to the injection plug.

図5は、構造物を補修する補修方法の工程を示した施工工程図である。注入孔マーキング工程(1)は、構造物に発生したひび割れに沿って、ひび割れ幅に適用する間隔にて千古位置をマーキングする工程である。  FIG. 5 is a construction process diagram showing a process of a repair method for repairing a structure. The injection hole marking step (1) is a step of marking the thousand positions along the cracks generated in the structure at intervals applied to the crack width.

注入孔穿孔工程(2)は、マーキングした穿孔位置に、例えば10.5mm程度の注入孔を穿孔する工程である。注入孔の穿孔方法は、発生しているひび割れよりも一定の離隔を設けた位置に、水流式ドリルを補修の対象となる構造物表面の法線に対して、適宜角度をなすように傾斜させ、ひび割れの内部で貫通するように穿孔する。  The injection hole drilling step (2) is a step of drilling an injection hole of about 10.5 mm, for example, at the marked drilling position. In the method of drilling the injection hole, the hydrodynamic drill is inclined at an appropriate angle with respect to the normal of the surface of the structure to be repaired at a position spaced apart from the generated crack. Drill to penetrate inside the crack.

注入プラグ取付け工程(3)は、穿孔した注入孔に注入プラグを挿入、固定する工程である。定着部のジャバラパッキンは、テーパー状の角度を持たせているため、穿孔穴への挿入が容易で、ゴムハンマー等で軽く打設することで確実な取り付けができる。取り付けに際し、接着剤や特殊な工具が不要であり、取り付け後直ぐに注入作業が可能であり、施工時間の短縮が図れる。  The injection plug mounting step (3) is a step of inserting and fixing the injection plug into the drilled injection hole. Since the bellows packing of the fixing portion has a tapered angle, it can be easily inserted into the perforated hole, and can be securely attached by lightly driving it with a rubber hammer or the like. At the time of installation, no adhesive or special tools are required, and an injection operation can be performed immediately after installation, thereby shortening the construction time.

ひび割れ内洗浄工程(4)は、取付けた注入プラグから給水ポンプ等により、水道水等の浄水を加圧注入し、ひび割れ内部を洗浄する工程である。注入した浄水は、ひび割れ面より湧出し、ひび割れ内部の塵や汚れなどの堆積物を洗い流すことで、無機質系注入材の充填性を向上させる。また、事前に浄水を加圧注入することで、発生しているひび割れの連続した範囲の確認と、セメント系注入材が構造物本体に吸水されて生じるドライアウトの防止を兼ねる。  The crack cleaning process (4) is a process in which purified water such as tap water is injected under pressure from the attached injection plug with a water supply pump or the like to clean the inside of the crack. The injected purified water springs out from the crack surface and flushes out deposits such as dust and dirt inside the crack, thereby improving the filling property of the inorganic injection material. In addition, by pre-injecting the purified water under pressure, it also serves to confirm the continuous range of cracks that have occurred and to prevent dryout that occurs when the cement-based injection material is absorbed by the structure body.

ひび割れシール工程(5)は、注入材の充填時にひび割れ面からの材料漏出を防ぐために、ひび割れ表面をシール材により閉塞する工程である。カートリッジ式無機質系シール材を用いることにより、湿潤面への施工が可能なことや、硬化が速いことにより施工時間が短縮できる。また、無機質系シール材は撤去が容易で、外観回復性が良い  The crack sealing step (5) is a step of closing the crack surface with the sealing material in order to prevent leakage of the material from the crack surface when filling the injection material. By using a cartridge-type inorganic sealing material, the construction time can be shortened due to the fact that construction on a wet surface is possible and the curing is fast. In addition, inorganic sealing materials are easy to remove and have good appearance recovery.

注入材充填工程(6)は、対象となるひび割れの最下部又は最端部に取付けた注入プラグから、カートリッジ式無機質系注入材を注入ポンプにより適宜加圧して充填し、逆止弁を開放した隣接プラグからの材料リークを確認しながら順次隣のプラグへと移行する。カートリッジ式無機質系注入材を使用することで、必要な量をその場で混錬でき、これまでの混錬し過ぎによる材料の無駄をなくし、また、カートリッジの本数管理により注入量管理も容易となる。  In the filling material filling step (6), the cartridge type inorganic filling material was appropriately pressurized by the filling pump from the filling plug attached to the lowermost part or the end part of the target crack, and the check valve was opened. While confirming material leakage from the adjacent plug, the process proceeds to the next plug in sequence. By using cartridge-type inorganic injection material, the required amount can be kneaded on the spot, eliminating material waste due to excessive kneading so far, and managing the number of cartridges makes it easy to manage the injection amount Become.

プラグ・シール材撤去工程(7)は、充填した材料が硬化した後に、注入プラグを注入孔から引き抜き、シール材を撤去する工程である。注入プラグは、ジャバラパッキンのグリップ力のみで固定されているため、特別な工具不要で短時間で撤去可能である。またセメント系シール材は、皮スキや平タガネ等で軽く打撃することで容易に撤去可能である。  The plug / seal material removing step (7) is a step of removing the sealing material by pulling out the injection plug from the injection hole after the filled material is cured. Since the injection plug is fixed only by the gripping force of the bellows packing, it can be removed in a short time without a special tool. The cement-based sealing material can be easily removed by lightly hitting with a leather skin or a flat chisel.

穿孔穴充填・仕上げ工程(8)は、プラグ撤去後の有底孔に補修モルタル等を充填し平滑に仕上げる工程である。復旧に使用するモルタルは、構造物の母材コンクリートと同等以上の性能のものを用いる。  The perforated hole filling / finishing step (8) is a step of filling the bottomed hole after removing the plug with repair mortar or the like and finishing it smoothly. The mortar used for restoration should be of the same or better performance than the base material concrete of the structure.

以上に説明したように、本発明によれば、従来の方法では施工が困難であった無機質系注入材によるひび割れ注入方法を、材料の性質を十分に考慮した方法及び工程により構成され、これまでにはない施工品質を向上させるひび割れ洗浄工程や、使用する材料全てを無機質系材料で構成したことによる環境負荷低減効果は極めて大きいと言える。なお、本発明は、前述実施の形態に限定されるものではなく、本発明の分野における通常の知識を有するものであれば想到し得る各種変形、修正を含む、本発明の要旨を逸脱しない範囲の設計変更があっても本発明に含まれることは論を俟たない。  As described above, according to the present invention, the crack injection method using an inorganic injection material, which was difficult to construct by the conventional method, is constituted by a method and a process that fully considers the properties of the material. It can be said that the effect of reducing the environmental load due to the crack cleaning process that improves the construction quality that is not present and the fact that all the materials used are made of inorganic materials. The present invention is not limited to the above-described embodiment, and includes various modifications and corrections that can be conceived as long as they have ordinary knowledge in the field of the present invention. There is no doubt that the present invention is included in the present invention even if there is a design change.

1・・・・注入プラグ 2・・・・ジャバラパッキン
3・・・・小径部 4・・・・大径部
5・・・・逆流防止機構 5a・・・逆止弁
5b・・・圧縮ばね 6・・・・逆止弁開放ピン
7・・・・把持部 8・・・・係止部
9・・・・開放溝 10・・・注入孔
11・・・ひび割れ 11a・・ひび割れ開口部
12・・・無機質系シール材
13・・・鉄筋
14a、14b・・逆止弁開放ピン取付け状態のプラグ
15・・・カートリッジ
DESCRIPTION OF SYMBOLS 1 ... Injection plug 2 ... Bellows packing 3 ... Small diameter part 4 ... Large diameter part 5 ... Backflow prevention mechanism 5a ... Check valve 5b ... Compression spring 6... Check valve release pin 7... Holding part 8... Locking part 9... Opening groove 10 ... Injection hole 11 ... Crack 11 a. ... Inorganic-based sealing material 13 ... Rebars 14a, 14b ... Plug 15 with check valve open pin attached ... Cartridge

Claims (5)

内部にひび割れを有する構造物を、前記ひび割れへの無機質系注入材の充填により補修するひび割れ補修方法であって、前記ひび割れに沿って、前記ひび割れと一定の距離を保持する位置に、前記ひび割れに対応する間隔で、複数の削孔位置をマーキングする工程と、水流式ドリルにより、マーキングした前記削孔位置に、前記ひび割れ内部で斜めに貫通する注入孔を削孔する注入孔削孔工程と、前記無機質系注入材を注入するための注入プラグを、前記注入孔に挿入固定する注入プラグ取付け工程と、前記注入プラグより、前記ひび割れの内部に浄水を注入して、前記ひび割れ内部の洗浄と湿潤化を行うひび割れ洗浄工程と、前記無機質系注入材を、前記注入プラグより注入した際に、前記ひび割れが前記構造物の表面に開放されているひび割れ開放口から前記注入材が漏出するのを防ぐために、前記ひび割れ開放口を無機質系シール材により閉塞するひび割れ開放口シール工程と、前記ひび割れの内部に、前記無機質系注入材を、前記注入プラグを介して、注入ポンプにて充填する無機質系注入材充填工程と、前記無機質系注入材の硬化後に、前記注入プラグ及び無機質系シール材を撤去するプラグ・シール撤去工程と、前記注入プラグの撤去により生じる有底孔に、補修用モルタルを充填し、前記構造物表面の仕上げを行う仕上げ工程を有することを特徴とする構造物のひび割れ補修方法。  A crack repairing method for repairing a structure having a crack inside by filling the crack with an inorganic injection material, and in the crack, at a position maintaining a certain distance from the crack along the crack. A step of marking a plurality of drilling positions at corresponding intervals, and an injection hole drilling process of drilling an injection hole obliquely penetrating inside the crack at the marked drilling position by a hydrodynamic drill; An injection plug mounting step for inserting and fixing an injection plug for injecting the inorganic injection material into the injection hole, and clean water is injected into the crack from the injection plug to clean and wet the inside of the crack. And a crack cleaning step for forming a crack, and when the inorganic injection material is injected from the injection plug, the crack is open to the surface of the structure. In order to prevent the injection material from leaking from the crack opening, a crack opening opening sealing step for closing the crack opening with an inorganic sealing material, and the inorganic injection material inside the crack, the injection plug Via an injection pump for filling with an inorganic injection material, a plug / seal removal step for removing the injection plug and the inorganic sealing material after the inorganic injection material is cured, and removal of the injection plug A crack repairing method for a structure, comprising a finishing step of filling a bottomed hole generated by the above with a repairing mortar and finishing the surface of the structure. 前記注入孔削孔工程は、前記注入孔が前記ひび割れを内部で貫通するために、前記ひび割れ開放口より一定の距離をなす位置から、前記注入孔が前記構造物表面の法線に対して45°以上60°以下の角度をなすように傾斜させ、水流式ドリルにより切削粉塵を洗い流しながら穿孔することを特徴とする、請求項1記載の構造物のひび割れ補修方法。  In the injection hole drilling step, since the injection hole penetrates the crack inside, the injection hole is 45 ° away from a normal line of the structure surface from a position at a certain distance from the crack opening. 2. The method of repairing a crack in a structure according to claim 1, wherein the drilling is performed so as to form an angle of not less than 60 [deg.] And not more than 60 [deg.] And the cutting dust is washed away with a water-flow drill. 前記注入プラグは、中心に前記無機質系注入材が通過する注入材通過孔が穿設された略円筒状を備え、前記無機質系注入材の吐出側には小径部が形成され、前記無機質系注入材の圧入側には大径部が形成されてなる中空シャフトと、前記大径部の内部に形成されてなる前記無機質系注入材の逆流を防止する逆流防止機構と、前記小径部の外周に弾性素材のジャバラパッキンを装着してなる定着部とを備えることで、取付に接着剤や特殊な工具を必要としないことを特徴とする請求項1又は請求項2に記載の構造物のひび割れ補修方法。  The injection plug has a substantially cylindrical shape in which an injection material passage hole through which the inorganic injection material passes is formed at the center, and a small-diameter portion is formed on a discharge side of the inorganic injection material, and the inorganic injection material A hollow shaft formed with a large-diameter portion on the press-fitting side of the material, a backflow prevention mechanism for preventing backflow of the inorganic injection material formed inside the large-diameter portion, and an outer periphery of the small-diameter portion 3. The crack repair of a structure according to claim 1, wherein an adhesive or a special tool is not required for installation by providing a fixing portion formed by mounting a bellows packing made of an elastic material. Method. 前記無機質系シール材は、規定量のセメント系材料の粉体を充填したプラスチック製のカートリッジに、規定量の浄水を、使用時に加えて混合することで調製されることを特徴とする請求項1に記載の無機質系シール材。  2. The inorganic sealing material is prepared by adding a specified amount of purified water to a plastic cartridge filled with a specified amount of cementitious material powder and mixing at the time of use. An inorganic sealing material as described in 1. 前記無機質系注入材は、規定量のセメント系材料の粉体を充填したプラスチック製のカートリッジに、規定量の専用配合水を、使用時に加えて混合することで調製されることを特徴とする請求項1または請求項3のいずれかに記載の無機質系注入材。  The inorganic injection material is prepared by adding a specified amount of exclusive blended water to a plastic cartridge filled with a specified amount of cementitious material powder and mixing it at the time of use. The inorganic injection material in any one of Claim 1 or Claim 3.
JP2018079436A 2018-03-30 2018-03-30 Repair method of structure with crack Pending JP2019183591A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2018079436A JP2019183591A (en) 2018-03-30 2018-03-30 Repair method of structure with crack

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2018079436A JP2019183591A (en) 2018-03-30 2018-03-30 Repair method of structure with crack

Publications (1)

Publication Number Publication Date
JP2019183591A true JP2019183591A (en) 2019-10-24

Family

ID=68339347

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2018079436A Pending JP2019183591A (en) 2018-03-30 2018-03-30 Repair method of structure with crack

Country Status (1)

Country Link
JP (1) JP2019183591A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102238513B1 (en) * 2020-04-07 2021-04-08 유태건 Grouting apparatus and grouting method using the same

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006322267A (en) * 2005-05-20 2006-11-30 Asuton:Kk Repair method for concrete
JP2010270534A (en) * 2009-05-22 2010-12-02 Kfc Ltd Repairing method of concrete body
JP2017214707A (en) * 2016-05-30 2017-12-07 ダイコー化学工業株式会社 Injection plug and repair method for repairing crack on concrete wall surface

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006322267A (en) * 2005-05-20 2006-11-30 Asuton:Kk Repair method for concrete
JP2010270534A (en) * 2009-05-22 2010-12-02 Kfc Ltd Repairing method of concrete body
JP2017214707A (en) * 2016-05-30 2017-12-07 ダイコー化学工業株式会社 Injection plug and repair method for repairing crack on concrete wall surface

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
"ベヴェルプラグ工法施工要領書", [ONLINE], JPN7020000100, 1 June 2017 (2017-06-01), ISSN: 0004307372 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102238513B1 (en) * 2020-04-07 2021-04-08 유태건 Grouting apparatus and grouting method using the same

Similar Documents

Publication Publication Date Title
JP4927662B2 (en) Repair method for existing lining
CN105239789A (en) Construction process for plugging and consolidating concrete crack through chemical grouting
KR101725392B1 (en) Multi-packer for repairing crack or backside water barrier and method for repairing concrete structure using thereof
CN110300826B (en) Duct piece, duct piece assembly and grouting device
KR101577558B1 (en) Reparing and Water Proofing Method for Concrete Structure
KR100489515B1 (en) Panel for repairing, reinforcing con'c body and method of using the same
KR100677899B1 (en) Method for repairing crack of construction structure
JP6587578B2 (en) Injection plug for repairing cracks in concrete walls
JP2019183591A (en) Repair method of structure with crack
JP3230204B2 (en) Repair method for waterproofing and waterproofing of concrete structures
JP6921536B2 (en) Construction method of anchors to be installed in existing masonry and post-construction anchors
KR100920963B1 (en) Water leakage maintenance structure and method of joint using high efficiency grout materials
KR100672774B1 (en) Mending stuff and manufacturing method of mending stuff and construction method for using the mending stuff
KR20060122361A (en) Non-excavation mortar injection method
JP6884663B2 (en) Repair / reinforcement method for existing structures
KR102058181B1 (en) Repairing method for cross-section restoration of concrete structures
JPH1072940A (en) Concrete structure repairing method
JP3775399B2 (en) Masonry structure reinforcement method
KR100454605B1 (en) High-density and pressurization repair method about new/old concrete joint part
JP2014205996A (en) Grouting material grouting method of concrete construction
KR100855036B1 (en) A grout
KR20210105091A (en) How to repair the leaky part of the roof floor
KR100482983B1 (en) Panel for repairing, reinforcing con'c body and method of using the same
JP2020060060A (en) Reinforcement method for concrete wall
JPH0238700A (en) Patching of crack, joint and the like of concrete structure

Legal Events

Date Code Title Description
A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20191112

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20191112

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20200114

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20200128

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20200728