JP5388098B2 - Repair method of structure - Google Patents

Repair method of structure Download PDF

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JP5388098B2
JP5388098B2 JP2008293826A JP2008293826A JP5388098B2 JP 5388098 B2 JP5388098 B2 JP 5388098B2 JP 2008293826 A JP2008293826 A JP 2008293826A JP 2008293826 A JP2008293826 A JP 2008293826A JP 5388098 B2 JP5388098 B2 JP 5388098B2
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bag body
crack
shielding material
hole
bag
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JP2010121301A (en
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博 木村
和敬 鳥居
晃嗣 大石
直光 小田野
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National Maritime Research Institute
Shimizu Corp
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Shimizu Corp
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Description

本発明は、構造物の補修方法に関し、特に、放射線源を格納する建物や容器の壁に生じたひび割れ等の貫通孔を補修する方法に関する。   The present invention relates to a method for repairing a structure, and more particularly, to a method for repairing a through hole such as a crack generated in a wall of a building or container that stores a radiation source.

例えば原子力発電所、核燃料再処理施設、医療用放射線利用施設等のように、放射線を発生する物体(以下、これを「放射線源」という)を格納する構造物の壁は、放射線の遮蔽や耐震性の確保という観点から、放射線源の強さに応じてその壁厚や強度が法律で定められている(例えば特許文献1及び2を参照)。そのため、このような構造物の壁に大きなひび割れ等が発生するといった事態は通常起こらないと考えられる。   For example, the walls of structures that store radiation-generating objects (hereinafter referred to as “radiation sources”), such as nuclear power plants, nuclear fuel reprocessing facilities, and medical radiation utilization facilities, are shielded against radiation and seismic. From the viewpoint of securing the property, the wall thickness and strength are determined by law according to the strength of the radiation source (see, for example, Patent Documents 1 and 2). Therefore, it is considered that such a situation that a large crack or the like is generated on the wall of such a structure does not normally occur.

しかしながら、想定を超えた力が壁に作用した場合、壁の室内側壁面と室外側壁面を貫通するような大きなひび割れ等が発生し、このひび割れ等から放射線が外部に漏れる危険性も払拭できない。このような事態が発生した場合には、高放射能にさらされる危険性があることから作業者は放射線源が格納された室内には立ち入ることはできない。このため、作業者は、室外側からの作業のみで、壁のひび割れの補修作業を速やかに行う必要がある。そこで従来は、図7に示すように、鉛板などの放射線遮蔽板でひび割れの室外側開口を塞ぐといった措置をとってきた。   However, when an unexpected force is applied to the wall, a large crack or the like that penetrates the indoor side wall surface and the outdoor side wall surface of the wall is generated, and the risk of radiation leaking outside from the crack cannot be eliminated. When such a situation occurs, the worker cannot enter the room where the radiation source is stored because there is a risk of exposure to high radioactivity. For this reason, it is necessary for the worker to quickly repair the cracks in the wall only from the outside. Therefore, conventionally, as shown in FIG. 7, measures have been taken to block the cracked outdoor opening with a radiation shielding plate such as a lead plate.

特開2005−172443号公報JP 2005-172443 A 特開2003−041661号公報JP 2003-041661 A

図7に示したように放射線遮蔽板でひび割れの室外側開口を塞ぐ方法では、室外側の壁面が凹凸の多い形状を有している場合には、壁面に設置した放射線遮蔽板と壁面との間の隙間から放射線が外部に漏出する虞があり、確実に放射線を遮蔽することは困難である。また、ひび割れの室外側開口の近傍に、撤去することが困難な機器類が設置されている場合には、放射線遮蔽板の設置スペースが制限されるため、この方法を採用することはできない。   As shown in FIG. 7, in the method of closing the cracked outdoor opening with the radiation shielding plate, if the outdoor wall surface has a lot of irregularities, the radiation shielding plate installed on the wall surface and the wall surface There is a risk of radiation leaking outside through the gaps between them, and it is difficult to reliably shield the radiation. In addition, when equipment that is difficult to remove is installed in the vicinity of the cracked outdoor opening, the installation space for the radiation shielding plate is limited, and this method cannot be employed.

本発明は、上記の点に鑑み、構造物の壁の室内側と室外側を貫通するひび割れ等の貫通孔を補修する際に、壁の一方側からの作業のみで確実にかつ速やかに補修を行うことのできる方法を提供することを目的とする。   In view of the above points, the present invention, when repairing a through-hole such as a crack penetrating the indoor side and the outdoor side of a wall of a structure, reliably and promptly repairs only by work from one side of the wall. The object is to provide a method that can be performed.

本発明の請求項1に係る構造物の補修方法は、構造物を構成する壁の一方側の壁面と他方側の壁面を貫通する貫通孔を補修する方法であって、前記貫通孔の一方側開口から袋体を前記貫通孔内部に挿入して該袋体の口部を前記一方側開口の外に配置した後、該口部を室外側で保持しながら前記袋体の内部に充填材を充填し、前記充填材の充填完了後に前記袋体の口部を前記一方側開口の外で閉じることにより前記貫通孔を閉塞することを特徴とする。 A repair method of a structure according to claim 1 of the present invention is a method of repairing a through hole penetrating a wall surface on one side and a wall surface on the other side of a wall constituting the structure, wherein the one side of the through hole After the bag body is inserted into the through-hole from the opening and the mouth portion of the bag body is disposed outside the one side opening , the filler is filled inside the bag body while holding the mouth portion on the outdoor side. And after the filling of the filler is completed, the through hole is closed by closing the mouth portion of the bag body outside the opening on the one side .

また、本発明の請求項2に係る構造物の補修方法は、上記請求項1において、前記充填材を充填するノズルの先端部に前記袋体をかぶせ、前記袋体をかぶせた状態のノズルを前記貫通孔の一方側開口から前記貫通孔内部に挿入した後、前記ノズルの先端部から前記充填材を吐出することを特徴とする。   According to a second aspect of the present invention, there is provided a method for repairing a structure according to the first aspect, wherein the bag body is covered with a front end portion of the nozzle filled with the filler, and the nozzle body is covered with the bag body. The filler is discharged from the tip of the nozzle after being inserted into the through hole from one side opening of the through hole.

また、本発明の請求項3に係る構造物の補修方法は、上記請求項1又は2において、前記袋体の材質を内部に充填された充填材が滲み出るものとすることを特徴とする。 The structure repair method according to claim 3 of the present invention is characterized in that, in the above-described claim 1 or 2, the filling material filled in the material of the bag body oozes out .

また、本発明の請求項4に係る構造物の補修方法は、上記請求項1から3のいずれか1つにおいて、前記構造物が放射線源を格納する建物又は容器であり、前記充填材として放射線遮蔽材を用いることを特徴とする。   According to a fourth aspect of the present invention, there is provided a method for repairing a structure according to any one of the first to third aspects, wherein the structure is a building or a container in which a radiation source is stored, and the filling material includes radiation. It is characterized by using a shielding material.

本発明の第1及び第2の構造物の補修方法によれば、構造物の壁の一方側と他方側を貫通する貫通孔の補修作業を行う際に、壁の一方側からの作業のみで、補修作業を確実にかつ速やかに行うことができる。その結果、例えば放射線源を格納する建物等の壁に発生したひび割れに本発明の補修方法を適用した場合には、室外側壁面の表面形状等に関係なく、室外側からの作業のみで、確実かつ速やかに放射線を遮蔽することができる。   According to the first and second structure repairing methods of the present invention, when repairing a through-hole penetrating one side and the other side of the wall of the structure, only the work from one side of the wall is performed. The repair work can be performed reliably and promptly. As a result, for example, when the repair method of the present invention is applied to a crack generated on a wall of a building or the like that stores a radiation source, the work can be reliably performed only from the outside, regardless of the surface shape of the outside wall. In addition, radiation can be shielded quickly.

以下に、添付図面を参照して、本発明に係る第1及び第2の構造物の補修方法における好適な実施の形態について詳細に説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, preferred embodiments of a repair method for first and second structures according to the present invention will be described in detail with reference to the accompanying drawings.

(第1の構造物の補修方法)
図1は、第1の構造物の補修方法を用いて、壁に発生したひび割れの補修を行った状態を示す断面図である。本実施の形態で補修対象となる壁1は、例えば原子力発電所、核燃料再処理施設、医療用放射線利用施設など、放射線源(図示せず)を格納する建物や容器の壁である。壁1には、放射線源を格納する室内側壁面2と室外側壁面3とを貫通するとともに、幅方向にほぼ水平に延在したひび割れ(貫通孔)4Aが生じている。そして、壁1の室内側壁面2及び室外側壁面3には、それぞれひび割れ開口5A,6A(以下、各々を「室内側開口5A」,「室外側開口6A」とよぶ)が生じ、内部に空間部Sが形成されている。なお、図1に例示する壁1の厚さは1m〜2m前後、ひび割れ4Aの空間部Sの鉛直方向長さは10cm程度を想定している。
(Repair method for the first structure)
FIG. 1 is a cross-sectional view showing a state in which a crack generated on a wall is repaired by using the first structure repairing method. The wall 1 to be repaired in the present embodiment is a wall of a building or container that stores a radiation source (not shown) such as a nuclear power plant, a nuclear fuel reprocessing facility, or a medical radiation utilization facility. The wall 1 has cracks (through holes) 4 </ b> A that penetrate the indoor side wall surface 2 and the outdoor side wall surface 3 that store the radiation source and extend substantially horizontally in the width direction. In the indoor side wall surface 2 and the outdoor side wall surface 3 of the wall 1, crack openings 5A and 6A (hereinafter referred to as “indoor side opening 5A” and “outdoor side opening 6A”, respectively) are generated. Part S is formed. In addition, the thickness of the wall 1 illustrated in FIG. 1 is assumed to be around 1 m to 2 m, and the vertical length of the space portion S of the crack 4A is assumed to be about 10 cm.

本実施の形態に係る構造物の補修方法は、後述するように、ひび割れ4Aの室外側開口6Aから柔軟性を有する袋体10を空間部Sに挿入した後、この袋体10の内部に充填材20を充填し、充填材20の充填完了後に室外側において袋体10の口部11を閉塞するものである。   As described later, the structure repair method according to the present embodiment inserts a flexible bag body 10 into the space S from the outdoor opening 6A of the crack 4A, and then fills the interior of the bag body 10 The material 20 is filled, and after the filling of the filling material 20 is completed, the mouth portion 11 of the bag body 10 is closed on the outdoor side.

袋体10は、その内部に充填材20を充填した際にひび割れ4Aとの間に隙間が生じないように、柔軟性を有する材質で構成してある。この袋体10の材質としては、ゴムチューブのように水密性のある材質、あるいは、麻袋等のように内部に充填した充填材20が滲み出る材質のいずれを適用しても構わない。なお、空間部Sに複数の袋体10を挿入する場合には、袋体10として充填材20が滲みでる麻袋等を用いるのが好ましい。この場合、隣接する袋体10と袋体10との間に充填材20が滲み出て充填されるため、より確実な遮蔽を行うことができる。また、袋体10の寸法は、室外側からの作業を行い易くするために、図1に示すようにひび割れ4Aの壁厚方向の長さよりも長い寸法とするのが好ましい。   The bag body 10 is made of a flexible material so that no gap is formed between the bag body 10 and the crack 4A when the inside is filled with the filler 20. As the material of the bag body 10, either a water-tight material such as a rubber tube or a material from which the filler 20 filled inside such as a hemp bag oozes may be applied. In addition, when inserting the some bag body 10 in the space part S, it is preferable to use the hemp bag etc. from which the filler 20 oozes as the bag body 10. FIG. In this case, since the filler 20 oozes out and is filled between the adjacent bag bodies 10, more reliable shielding can be performed. The size of the bag 10 is preferably longer than the length of the crack 4A in the wall thickness direction as shown in FIG. 1 in order to facilitate the work from the outdoor side.

袋体10に充填される充填材20は、γ線及び中性子を遮蔽する能力に優れた公知の放射線遮蔽材20を用いる(例えば特開2003−255081号を参照)。この放射線遮蔽材20は、水素含有率の高い樹脂原料、重金属及び熱中性子吸収材を所定の比率で配合し、これらを混合することにより得られるゲル状の物質である。ここで、水素含有率の高い樹脂原料とは、例えば(メタ)アクリル酸の長鎖脂肪族置換基をもつ反応性の樹脂原料(モノマー)である。また、重金属とは、具体的には原子番号が22以上の重金属又は原子番号が22以上の重金属を含む化合物であり、例えば鉛粉(ガスアトマイズ粉)である。また、熱中性子吸収材とは、例えば炭化ホウ素、窒化ホウ素、ホウ酸である。なお、上記の放射線遮蔽材20の組成はあくまでも一例であり、他の組成をもつゲル状の放射線遮蔽材20を用いてもよい。   As the filler 20 filled in the bag body 10, a known radiation shielding material 20 having an excellent ability to shield γ rays and neutrons is used (see, for example, JP-A-2003-255081). The radiation shielding material 20 is a gel-like substance obtained by blending a resin raw material having a high hydrogen content, a heavy metal, and a thermal neutron absorber in a predetermined ratio and mixing them. Here, the resin raw material having a high hydrogen content is, for example, a reactive resin raw material (monomer) having a long-chain aliphatic substituent of (meth) acrylic acid. The heavy metal is specifically a compound containing a heavy metal having an atomic number of 22 or more or a heavy metal having an atomic number of 22 or more, such as lead powder (gas atomized powder). The thermal neutron absorber is, for example, boron carbide, boron nitride, or boric acid. The composition of the radiation shielding material 20 described above is merely an example, and a gel-like radiation shielding material 20 having another composition may be used.

また、放射線遮蔽材20として、硬化していない状態のモルタル又はコンクリート等のやや粘性のある材料を用いてもよい。このモルタル、コンクリートは、通常の建設工事で用いられる一般的なモルタル、コンクリートである。なお、放射線源からの放射線量の強度に応じて、モルタル及びコンクリートの細骨材として、例えば金属(砂鉄)等の密度の大きい重量骨材を含有させてもよい。また、コンクリートの粗骨材として、例えば鉄鉱石等の密度の大きい重量骨材を含有させてもよい。   Further, as the radiation shielding material 20, a slightly viscous material such as an uncured mortar or concrete may be used. The mortar and concrete are general mortar and concrete used in normal construction work. Depending on the intensity of the radiation dose from the radiation source, a heavy aggregate having a high density such as metal (sand iron) may be contained as the fine aggregate of mortar and concrete. Further, as the coarse aggregate of concrete, for example, a heavy aggregate having a high density such as iron ore may be included.

図2−1〜図2−4は、ひび割れ4Aを補修する手順の一例を説明するための図であり、(a)はひび割れ4A部分の平面断面図、(b)はひび割れ4A部分を室外側(作業側)から見た正面図である。以下、図2−1〜図2−4を参照しながら、上述した袋体10及び充填材20を用いて、室外側からひび割れ4Aを補修する方法の手順を説明する。   FIGS. 2-1 to 2-4 are diagrams for explaining an example of a procedure for repairing the crack 4A. (A) is a plan sectional view of the crack 4A portion, and (b) is the outdoor portion of the crack 4A. It is the front view seen from (working side). Hereinafter, the procedure of the method of repairing the crack 4A from the outdoor side using the bag body 10 and the filler 20 described above will be described with reference to FIGS. 2-1 to 2-4.

まず、放射線遮蔽材20を吐出する充填ノズル40の先端に、空の袋体10をかぶせる。そして、袋体10をかぶせた状態の充填ノズル40を、図2−1に示すように、壁1に埋設された鉄筋7をかわすようにしてひび割れ4Aに挿入する。図2−2に示すように、充填ノズル40の先端が室内側に到達したら、充填ノズル40の先端から放射線遮蔽材20を吐出する。放射線遮蔽材20の充填時には、充填ノズル40から吐出される放射線遮蔽材20の勢いで袋体10が室内側に飛ばされないように、室外側において袋体10の口部11を押さえながら充填作業を行う。図2−3に示すように、ひび割れ4Aと袋体10との間の隙間がなくなるまで袋体10の内部に放射性遮蔽材20を充填する。充填が完了した後、充填ノズル40を袋体10から抜き取り、図2−4に示すように、室外側で袋体10の口部11を緊縛する。以下では、このように袋体10の内部に放射線遮蔽材20が充填され、口部11が緊縛されたものを、放射線遮蔽材収納バッグ30と呼ぶことにする。   First, the empty bag 10 is placed on the tip of the filling nozzle 40 that discharges the radiation shielding material 20. Then, as shown in FIG. 2A, the filling nozzle 40 covered with the bag body 10 is inserted into the crack 4 </ b> A so as to dodge the reinforcing bars 7 embedded in the wall 1. As shown in FIG. 2B, when the tip of the filling nozzle 40 reaches the indoor side, the radiation shielding material 20 is discharged from the tip of the filling nozzle 40. When filling the radiation shielding material 20, the filling operation is performed while pressing the mouth 11 of the bag body 10 on the outdoor side so that the bag body 10 is not blown to the indoor side by the momentum of the radiation shielding material 20 discharged from the filling nozzle 40. Do. As shown in FIG. 2-3, the inside of the bag body 10 is filled with the radioactive shielding material 20 until the gap between the crack 4A and the bag body 10 disappears. After the filling is completed, the filling nozzle 40 is extracted from the bag body 10, and the mouth portion 11 of the bag body 10 is bound to the outside as shown in FIG. 2-4. Hereinafter, the bag body 10 filled with the radiation shielding material 20 and the mouth portion 11 being tightly bound will be referred to as a radiation shielding material storage bag 30.

図2−1〜図2−4の手順を繰り返し行うことにより、ひび割れ4Aの内部に放射線遮蔽材収納バッグ30を順次詰めていき、ひび割れ4Aを閉塞する。このように、袋体10の中に放射線遮蔽材20を充填することで、放射線遮蔽材20の充填作業中に放射線遮蔽材20が室内側に脱落することがなく、確実にひび割れ4Aの空間部Sに充填することができる。   By repeating the procedure of FIGS. 2-1 to 2-4, the radiation shielding material storage bag 30 is sequentially packed inside the crack 4A, and the crack 4A is closed. Thus, by filling the bag body 10 with the radiation shielding material 20, the radiation shielding material 20 does not fall out into the room during the filling operation of the radiation shielding material 20, and the space portion of the crack 4 </ b> A is surely obtained. S can be filled.

なお、上記の手順では、袋体10への放射線遮蔽材20の充填をひとつずつ行っているが、充填ノズル40を複数用意することで、以下に説明するように複数の袋体10に放射線遮蔽材20を同時に充填することも可能である。まず、複数の充填ノズル40の先端に、それぞれ空の袋体10をかぶせる。そして、袋体10をかぶせた状態の各充填ノズル40を、それぞれ壁1に埋設された鉄筋7をかわすようにしてひび割れ4Aに挿入する。各充填ノズル40の先端が室内側に到達したら、各充填ノズル40の先端から同時に放射線遮蔽材を吐出する。放射線遮蔽材20の充填時には、各充填ノズル40から吐出される放射線遮蔽材20の勢いで各袋体10が室内側に飛ばされないように、室外側において各袋体10の口部11を押さえながら充填作業を行う。ひび割れ4Aと各袋体10との間の隙間がなくなるまで、各袋体10の内部に放射性遮蔽材20を充填する。充填が完了した後、各充填ノズル40を各袋体10から抜き取り、室外側で各袋体10の口部11を緊縛する。以上の手順により、複数の放射線遮蔽材収納バッグ30を同時にひび割れ4Aに詰めることができる。   In the above procedure, the bag body 10 is filled with the radiation shielding material 20 one by one. However, by preparing a plurality of filling nozzles 40, the plurality of bag bodies 10 are shielded against radiation as described below. It is also possible to fill the material 20 at the same time. First, empty bag bodies 10 are respectively placed on the tips of the plurality of filling nozzles 40. And each filling nozzle 40 of the state which covered the bag body 10 is inserted in the crack 4A so that the reinforcing bar 7 embed | buried in the wall 1 may each be dodged. When the tip of each filling nozzle 40 reaches the indoor side, the radiation shielding material is simultaneously discharged from the tip of each filling nozzle 40. While filling the radiation shielding material 20, while holding the mouth 11 of each bag body 10 on the outdoor side so that the bag body 10 is not blown indoors by the momentum of the radiation shielding material 20 discharged from each filling nozzle 40. Perform the filling operation. The radioactive shielding material 20 is filled in each bag 10 until there is no gap between the crack 4 </ b> A and each bag 10. After the filling is completed, each filling nozzle 40 is extracted from each bag body 10, and the mouth portion 11 of each bag body 10 is tightly bound on the outdoor side. By the above procedure, the plurality of radiation shielding material storage bags 30 can be packed into the crack 4A at the same time.

本実施の形態の補修方法において補修対象となるものは上述したひび割れ4Aに限定されるものではなく、室内側壁面2と室外側壁面3を貫通するあらゆる形状の貫通孔に適用することが可能である。例えば、図3−1〜図3−4のように、配管を盛り替えた後の旧い配管孔を閉塞する場合などに、本実施の形態の補修方法を適用することができる。以下、配管孔4Bに放射線遮蔽材収納バッグ30を詰める手順について簡単に説明する。   What is to be repaired in the repair method of the present embodiment is not limited to the crack 4A described above, and can be applied to through holes of any shape that penetrate the indoor side wall surface 2 and the outdoor side wall surface 3. is there. For example, as shown in FIGS. 3-1 to 3-4, the repair method according to the present embodiment can be applied to a case where an old pipe hole after the pipe is replaced is closed. Hereinafter, a procedure for filling the radiation shielding material storage bag 30 in the piping hole 4B will be briefly described.

まず、放射線遮蔽材20を吐出する充填ノズル40の先端に空の袋体10をかぶせ、袋体10をかぶせた状態の充填ノズル40を、図3−1に示すように、室外側開口6Bから配管孔4Bに挿入する。図3−2に示すように、充填ノズル40の先端が室内側開口5Bに到達したら、室外側において袋体10の口部11を保持しながら、充填ノズル40の先端から放射線遮蔽材20を吐出する。図3−3に示すように、ひび割れ4Bと袋体10との間の隙間がなくなるまで袋体10の内部に放射性遮蔽材20を充填した後、充填ノズル40を袋体10から抜き取り、図3−4に示すように、室外側で袋体10の口部11を緊縛する。以上の手順を行うことにより、配管孔4B内に放射線遮蔽材収納バッグ30を詰められ、配管孔4Bを閉塞することができる。   First, as shown in FIG. 3-1, an empty bag body 10 is placed on the tip of a filling nozzle 40 that discharges the radiation shielding material 20, and the filling nozzle 40 in a state of covering the bag body 10 is opened from the outdoor opening 6B. Insert into the piping hole 4B. As shown in FIG. 3B, when the tip of the filling nozzle 40 reaches the indoor opening 5B, the radiation shielding material 20 is discharged from the tip of the filling nozzle 40 while holding the mouth 11 of the bag body 10 on the outdoor side. To do. As shown in FIG. 3C, after filling the inside of the bag body 10 with the radioactive shielding material 20 until the gap between the crack 4B and the bag body 10 disappears, the filling nozzle 40 is removed from the bag body 10 and FIG. As shown in -4, the mouth part 11 of the bag 10 is tightly bound on the outdoor side. By performing the above procedure, the radiation shielding material storage bag 30 can be filled in the piping hole 4B, and the piping hole 4B can be closed.

なお、図3−1〜図3−4では、配管孔4Bに一本の放射線遮蔽材収納バッグ30を詰めて配管孔4Bを閉塞したが、配管孔が大きい場合には、上記の手順を繰り返すことによって複数本の放射線遮蔽材収納バッグ30を配管孔に詰めるようにする。例えば、図4に示す例のように、配管孔4Cに4つの袋体10を挿入して、各袋体10に放射線遮蔽材20を充填する。配管孔4Cは矩形状を成しているが、袋体10が柔軟性を有しているため、複数の放射線遮蔽材収納バッグ30は容易に配管孔4Cの形状になじみ、確実に配管孔4Cを閉塞することができる。   In FIGS. 3-1 to 3-4, the piping hole 4B is filled with one radiation shielding material storage bag 30 to close the piping hole 4B. However, when the piping hole is large, the above procedure is repeated. Thus, a plurality of radiation shielding material storage bags 30 are packed in the piping hole. For example, as in the example shown in FIG. 4, the four bag bodies 10 are inserted into the piping holes 4 </ b> C, and the radiation shielding material 20 is filled in each bag body 10. Although the piping hole 4C has a rectangular shape, since the bag body 10 has flexibility, the plurality of radiation shielding material storage bags 30 easily adapt to the shape of the piping hole 4C, and the piping hole 4C is surely secured. Can be occluded.

また、図5の左図に示すように、配管スリーブ4D内部に複数の小配管群4a〜4dが収容されており、小配管群4a〜4d周りの空隙部分を閉塞するような場合には、図5の右図に示すように、複数本の放射線遮蔽材収納バッグ30を小配管群4a〜4d周りの空隙部分に詰めるようにする。具体的には、配管スリーブ4Dと小配管群4a〜4dとの間、及び各小配管群4a〜4dの隙間にそれぞれ袋体10を挿入し、隣接する袋体10同士が密接するまで、各袋体10に放射線遮蔽材20を充填していく。図5に示すように、小配管群4a〜4d周りの空隙部分は複雑な形状を有しているが、袋体10が柔軟であるために、容易に空隙部分の形状になじみ、確実に空隙部分を閉塞することができる。   Further, as shown in the left diagram of FIG. 5, when a plurality of small pipe groups 4a to 4d are accommodated in the pipe sleeve 4D and the gaps around the small pipe groups 4a to 4d are closed, As shown to the right figure of FIG. 5, the several radiation shielding material storage bag 30 is packed in the space | gap part around small piping groups 4a-4d. Specifically, each of the bag bodies 10 is inserted between the pipe sleeve 4D and the small pipe groups 4a to 4d and into the gaps between the small pipe groups 4a to 4d until the adjacent bag bodies 10 are in close contact with each other. The bag body 10 is filled with the radiation shielding material 20. As shown in FIG. 5, the space around the small pipe groups 4 a to 4 d has a complicated shape, but since the bag body 10 is flexible, it easily adapts to the shape of the space and ensures the space. The part can be occluded.

(第2の構造物の補修方法)
次に、本発明に係る第2の構造物の補修方法について説明する。なお、上述した第1の構造物の補修方法と同一の構成については同一の符号を付して説明する。
(Second structure repair method)
Next, the repair method of the 2nd structure based on this invention is demonstrated. In addition, about the structure same as the repair method of the 1st structure mentioned above, the same code | symbol is attached | subjected and demonstrated.

図6は、第2の構造物の補修方法を用いて、壁に発生したひび割れの補修を行った状態を示す断面図である。上述した第1の補修方法では、袋体10をひび割れ4Aの空間部Sに挿入した後に、袋体10の内部に放射線遮蔽材20(充填材20)を充填することで空間部Sを閉塞したが、第2の補修方法では、予め袋体10に放射線遮蔽材20を充填して放射線遮蔽材収納バッグ30を作製しておき、予め作製しておいた放射線遮蔽材収納バッグ30を、ひび割れ4Aの空間部Sに詰めるという点が第1の補修方法と異なっている。   FIG. 6 is a cross-sectional view showing a state in which a crack generated on the wall is repaired by using the second structure repairing method. In the first repair method described above, after inserting the bag body 10 into the space portion S of the crack 4A, the space portion S is closed by filling the bag body 10 with the radiation shielding material 20 (filler material 20). However, in the second repair method, the radiation shielding material 20 is prepared by filling the bag body 10 with the radiation shielding material 20 in advance, and the radiation shielding material storage bag 30 prepared in advance is cracked 4A. This is different from the first repair method in that it is packed in the space portion S.

放射線遮蔽材収納バッグ30は、第1の補修方法で用いたものよりも小さいサイズのものを複数用意しておく。そして、図6に示すように、ひび割れ4Aとの間に隙間が生じないように、室外側開口6から各放射線遮蔽材収納バッグ30を順次空間部Sに詰めていく。これにより、室内側に放射線遮蔽材20が脱落することなく、確実にひび割れ4Aの空間部Sに放射線遮蔽材20を充填することができる。なお、図6に示す方法は一例であり、ひび割れ4Aの大きさ、形状によっては、1つの放射線遮蔽材収納バッグ30でひび割れ4Aを塞いでもよい。   A plurality of radiation shielding material storage bags 30 having a size smaller than that used in the first repair method are prepared. Then, as shown in FIG. 6, the radiation shielding material storage bags 30 are sequentially packed in the space S from the outdoor opening 6 so that no gap is generated between the crack 4 </ b> A. Thereby, the radiation shielding material 20 can be reliably filled in the space portion S of the crack 4A without dropping the radiation shielding material 20 into the room. The method shown in FIG. 6 is an example, and the crack 4A may be closed with one radiation shielding material storage bag 30 depending on the size and shape of the crack 4A.

以上説明したように、上述した第1及び第2の構造物の補修方法によれば、放射線源を格納する建物等の壁1に発生したひび割れ4の補修を行う際に、室外側壁面3の表面形状等に関係なく、室外側からの作業のみで、確実かつ速やかに放射線を遮蔽することができる。   As described above, according to the above-described repair method of the first and second structures, when repairing the crack 4 generated on the wall 1 of the building or the like that stores the radiation source, Irrespective of the surface shape and the like, radiation can be shielded reliably and promptly only by work from the outdoor side.

なお、上述した第1及び第2の構造物の補修方法では、壁1に生じたひび割れや、旧い配管孔を閉塞する例について説明したが、補修対象となるものはひび割れや配管孔に限定されるものではなく、室内側壁面2と室外側壁面3を貫通するあらゆる形状の貫通孔に適用することが可能である。   In the first and second structure repair methods described above, the cracks generated in the wall 1 and the example of closing an old pipe hole have been described. However, the objects to be repaired are limited to cracks and pipe holes. The present invention can be applied to through holes of any shape that penetrate the indoor side wall surface 2 and the outdoor side wall surface 3.

また、上述した第1及び第2の構造物の補修方法を用いた作業については、人間が行う替わりにロボット(機械)を利用して行ってもよい。   The work using the above-described first and second structure repair methods may be performed using a robot (machine) instead of a human.

さらに、上述した第1及び第2の構造物の補修方法では、放射線源を格納する構造物の壁1の補修例について説明したが、本発明において適用対象となる構造物は放射線源を格納する構造物に限定されるものではなく、一般的な構造物も含まれる。要するに、壁に生じた貫通孔を閉塞する補修作業を、壁の一方側からの作業のみで行う必要がある場合に、本発明の補修方法を有効に適用することができる。なお、放射線源を格納する構造物以外の一般的な構造物に本発明の補修方法を適用する場合、充填材20の材料は、構造物の種類等に応じて適切なものを選択して用いる。   Furthermore, in the above-described first and second structure repair methods, the repair example of the wall 1 of the structure storing the radiation source has been described. However, the structure to be applied in the present invention stores the radiation source. It is not limited to a structure, A general structure is also included. In short, the repair method of the present invention can be effectively applied when it is necessary to perform repair work for closing a through-hole formed in a wall only by work from one side of the wall. In addition, when applying the repair method of this invention to general structures other than the structure which stores a radiation source, the material of the filler 20 selects and uses an appropriate thing according to the kind of structure, etc. .

本発明に係る第1の構造物の補修方法を用いてひび割れの補修を行った状態を示す断面図である。It is sectional drawing which shows the state which repaired the crack using the repair method of the 1st structure which concerns on this invention. ひび割れを補修する手順の一例を示す図である。It is a figure which shows an example of the procedure which repairs a crack. ひび割れを補修する手順の一例を示す図である。It is a figure which shows an example of the procedure which repairs a crack. ひび割れを補修する手順の一例を示す図である。It is a figure which shows an example of the procedure which repairs a crack. ひび割れを補修する手順の一例を示す図である。It is a figure which shows an example of the procedure which repairs a crack. 配管孔を補修する手順の一例を示す図である。It is a figure which shows an example of the procedure which repairs a piping hole. 配管孔を補修する手順の一例を示す図である。It is a figure which shows an example of the procedure which repairs a piping hole. 配管孔を補修する手順の一例を示す図である。It is a figure which shows an example of the procedure which repairs a piping hole. 配管孔を補修する手順の一例を示す図である。It is a figure which shows an example of the procedure which repairs a piping hole. 配管孔を補修する手順の他の例を示す図である。It is a figure which shows the other example of the procedure which repairs a piping hole. 配管孔を補修する手順の他の例を示す図である。It is a figure which shows the other example of the procedure which repairs a piping hole. 本発明に係る第2の構造物の補修方法を用いてひび割れの補修を行った状態を示す断面図である。It is sectional drawing which shows the state which repaired the crack using the repair method of the 2nd structure based on this invention. 放射線源を格納する建物で発生したひび割れを補修する従来の方法を説明するための図である。It is a figure for demonstrating the conventional method of repairing the crack which generate | occur | produced in the building which stores a radiation source.

符号の説明Explanation of symbols

1 壁
2 室内側壁面
3 室外側壁面
4A ひび割れ(貫通孔)
4B,4C,4D 配管孔(貫通孔)
5A,5B 室内側開口(他方側開口)
6A,6B 室外側開口(一方側開口)
7 鉄筋
10 袋体
11 口部
20 放射線遮蔽材(充填材)
30 放射線遮蔽材収納バッグ(充填材収納バッグ)
40 充填ノズル
S 空間部
1 Wall 2 Indoor Side Wall 3 Outdoor Wall 4A Crack (Through Hole)
4B, 4C, 4D Piping hole (through hole)
5A, 5B Indoor side opening (opening on the other side)
6A, 6B Outdoor side opening (one side opening)
7 Reinforcing bars 10 Bag body 11 Mouth 20 Radiation shielding material (filler)
30 Radiation shielding material storage bag (filling material storage bag)
40 Filling nozzle S Space

Claims (4)

構造物を構成する壁の一方側の壁面と他方側の壁面を貫通する貫通孔を補修する方法であって、
前記貫通孔の一方側開口から袋体を前記貫通孔内部に挿入して該袋体の口部を前記一方側開口の外に配置した後、該口部を室外側で保持しながら前記袋体の内部に充填材を充填し、前記充填材の充填完了後に前記袋体の口部を前記一方側開口の外で閉じることにより前記貫通孔を閉塞することを特徴とする構造物の補修方法。
A method of repairing a through hole penetrating a wall surface on one side and a wall surface on the other side of a wall constituting a structure,
After the bag body is inserted into the through hole from one side opening of the through hole and the mouth portion of the bag body is arranged outside the one side opening, the bag portion is held while the mouth portion is held on the outdoor side. A structure repairing method, wherein a filler is filled in a body, and the through hole is closed by closing the mouth of the bag body outside the one side opening after the filling of the filler is completed. .
前記充填材を充填するノズルの先端部に前記袋体をかぶせ、前記袋体をかぶせた状態のノズルを前記貫通孔の一方側開口から前記貫通孔内部に挿入した後、前記ノズルの先端部から前記充填材を吐出することを特徴とする請求項1に記載の構造物の補修方法。   Cover the tip of the nozzle that fills the filler with the bag, insert the nozzle in the state of covering the bag into the through hole from one side opening of the through hole, and then from the tip of the nozzle. The method for repairing a structure according to claim 1, wherein the filler is discharged. 前記袋体の材質を内部に充填された充填材が滲み出るものとすることを特徴とする請求項1又は2に記載の構造物の補修方法。 The method for repairing a structure according to claim 1 or 2, wherein a material filled in the bag body oozes out . 前記構造物は、放射線源を格納する建物又は容器であり、
前記充填材として放射線遮蔽材を用いることを特徴とする請求項1から3のいずれか1つに記載の構造物の補修方法。
The structure is a building or container that stores a radiation source;
The method for repairing a structure according to any one of claims 1 to 3, wherein a radiation shielding material is used as the filler.
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