JP4405235B2 - Method for repairing inner wall surface of tubular structure - Google Patents

Method for repairing inner wall surface of tubular structure Download PDF

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JP4405235B2
JP4405235B2 JP2003370839A JP2003370839A JP4405235B2 JP 4405235 B2 JP4405235 B2 JP 4405235B2 JP 2003370839 A JP2003370839 A JP 2003370839A JP 2003370839 A JP2003370839 A JP 2003370839A JP 4405235 B2 JP4405235 B2 JP 4405235B2
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panel
wall surface
panel support
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row
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JP2005133429A (en
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伸吉 大岡
満良 張
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吉佳株式会社
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Description

本発明は、筒状構築体、例えばマンホール或いは既設下水管等の内壁面補修方法に係る。 The present invention, tubular constructs, e.g. according to the manhole or the inner wall surface repair how such existing sewer pipe.

コンクリート製マンホール、ヒューム管より成る既設下水管等は、長年月の間に老朽化し、或いは内部で発生する硫化水素や雨水中の硫黄酸化物によって内壁面が腐蝕し、また土圧や振動衝撃によってひび割れが生じることがある。腐蝕の進行はマンホールや下水管の崩壊などに進展する可能性があり、また、ひび割れは、漏水や水浸入といった事態を招き、下水処理量の増大、地盤沈下などに発展する。このため、これら筒状構築体は状況に応じて適時に内壁面を補修する必要がある。   Concrete manholes, existing sewage pipes composed of fume pipes, etc. have deteriorated over the years, or the inner wall surface is corroded by hydrogen sulfide generated inside and sulfur oxides in rainwater, and also by earth pressure and vibration shock Cracks may occur. The progress of corrosion may progress to the collapse of manholes and sewer pipes, and cracks will lead to situations such as water leakage and water intrusion, leading to increased sewage throughput and land subsidence. For this reason, these cylindrical structures need to repair the inner wall surface in a timely manner according to the situation.

マンホールの内壁面を補修する方法として、従来、例えば下記の特許文献1〜4に記載のものが提案されている。   As a method for repairing the inner wall surface of a manhole, for example, the methods described in the following Patent Documents 1 to 4 have been proposed.

特許文献1には、外面に粘着層を有するパネル状のプラスチック製補修材をマンホール内に挿入し、その後、マンホールの内壁面に前記粘着層を押付けてこの補修材を貼り付ける方法が記載されている。   Patent Document 1 describes a method in which a panel-like plastic repair material having an adhesive layer on the outer surface is inserted into a manhole, and then the adhesive layer is pressed against the inner wall surface of the manhole to attach the repair material. Yes.

特許文献2には、内壁面を隙間を有して覆うようにプラスチック製の薄肉の補修材をマンホール内に配置し、その後、前記内壁面とこの補修材との前記隙間に液状のライニング用常温硬化性注入材を充填して硬化させる方法が記載されている。   In Patent Document 2, a thin plastic repair material is placed in a manhole so as to cover the inner wall surface with a gap, and then the liquid lining room temperature is placed in the gap between the inner wall surface and the repair material. A method of filling and curing a curable injectable material is described.

特許文献3には、縦方向に1箇所切断されたプラスチック製の薄肉の筒状マンホール補修材を用いてマンホール内をライニングし補修するマンホール補修方法であって、マンホール内壁面の直壁部を覆うための複数個のマンホール補修材、および斜壁部を覆うためのマンホール補修材を準備する準備工程と、前記マンホール補修材をオーバーラップ状態となるように縮径させ、順次マンホール内に挿入して嵌め込み積み重ねる積み重ね工程と、積み重ね工程中又は積み重ね工程後に、前記マンホール補修材を拡径させ、マンホール内壁面を隙間を有して覆う状態に保持する拡径工程と、マンホール内壁面と前記マンホール補修材との前記隙間に液状のライニング用硬化性注入材を充填して硬化させるライニング工程とを有する方法が記載されている。   Patent Document 3 discloses a manhole repair method for lining and repairing the inside of a manhole using a plastic thin cylindrical manhole repair material cut at one place in the vertical direction, and covers the straight wall portion of the inner wall surface of the manhole. Preparing a plurality of manhole repair materials and a manhole repair material for covering the slant wall, and reducing the diameter of the manhole repair materials so as to be in an overlapping state, and sequentially inserting the manhole repair materials into the manhole A stacking step for fitting and stacking, a diameter expanding step for expanding the diameter of the manhole repair material during or after the stacking step, and maintaining the manhole inner wall surface in a state of covering with a gap, an inner wall surface of the manhole, and the manhole repair material And a lining step in which the gap is filled with a liquid curable injection material for lining and cured. There.

下記特許文献4には、マンホール内壁面を覆う筒状部とマンホール開口部に合わせた形状部とが一体となっているプラスチック製マンホール内面形状の筒状物であって、マンホール内に設置するとマンホール内面との間に隙間を生じる程度の大きさで、該筒状物が筒をつぶして折り曲げられる程度の柔軟性を有し、かつ該筒状物の外面に突起物を複数個有するマンホール内面形成材が記載されている The following Patent Document 4 discloses a plastic manhole inner surface-shaped cylindrical body in which a cylindrical portion covering the inner wall surface of the manhole and a shape portion matched to the manhole opening are integrated, and when installed in the manhole, the manhole Forming a manhole inner surface that is large enough to create a gap with the inner surface, flexible enough to bend and fold the tube, and has a plurality of protrusions on the outer surface of the tube The materials are listed .

特開平8−74280号公報JP-A-8-74280 特開平8−27822号公報JP-A-8-27822 特開平9−13410号公報JP-A-9-13410 特開2001−248177号公報JP 2001-248177 A

特許文献1〜4に記載の従来技術により補修されたマンホールの内壁面は、何れも、プラスチック製補修材が内壁面側に露出した状態になっている。   As for the inner wall surface of the manhole repaired by the prior art described in Patent Documents 1 to 4, the plastic repair material is exposed to the inner wall surface side.

ラスチック製補修材の場合、温度の影響を受け易く、特にマンホールや下水管路のような繰り返しの温度変化が生じる箇所においては、変形が生じやすく、次第に撓んだ状態に進行していく。 For plastic-made repair material, susceptible to temperature, in particular at the location where the temperature change in repeat occurs, such as manholes and sewer pipes, deformation is likely to occur, it progresses gradually deflected state.

本発明の目的は、マンホール、ヒューム管等の筒状構築体の内壁面を、プラスチック若しくは樹脂に比較して耐腐蝕性に優れ、悪環境の中で永続的にその作用を維持し続けることのできるセラミックパネルで覆うようにすることができ、しかも構築体内壁面へのセラミックパネルの接着を簡単かつ確実に行なえる方法を提供することを目的とする。本発明はこのようにセラミックパネルの貼着に特に有為性があるが、セラミック製ではないパネルの場合にも適用可能であることは自明であり、セラミックパネルの貼着のためのみには限定されるものではない。   The object of the present invention is that the inner wall surface of a cylindrical structure such as a manhole or a fume tube is excellent in corrosion resistance compared to plastic or resin, and maintains its action permanently in an adverse environment. It is an object of the present invention to provide a method capable of easily and reliably bonding a ceramic panel to a wall of a built-in body, which can be covered with a ceramic panel. Although the present invention is particularly useful for sticking ceramic panels in this way, it is obvious that it can be applied to panels that are not made of ceramic, and is limited only to sticking ceramic panels. Is not to be done.

上記目的を達成するために、請求項1に記載の発明は、複数のパネルを筒状構築体の内壁面に貼着して同内壁面を補修する、筒状構築体の内壁面補修方法において、前記内壁面の一部に、該内壁面に貼着される前記パネルを、該内壁面の周方向へ連接的に配置して1段のパネル列を形成し、環状に変形可能な帯状保持片と、この帯状保持片の前記内壁面側の面から突出する担持片とを有し、縮径・拡径可能なパネル支持材の前記担持片が前記パネル列の上部に係合するように前記パネル支持材を拡径し、当該パネル支持材と前記内壁面との間に任意の幅の環状のパネル支持溝を形成し、形成された前記パネル支持溝内に次々に新たなパネルを差し込み、連接的に配置することにより次段のパネル列を形成し、同様なパネル支持溝の形成とパネル列の形成を次々に上方へ行い、前記内壁面をパネルにて覆うことを特徴とする。 In order to achieve the above object, the invention described in claim 1 is a method for repairing an inner wall surface of a tubular structure, in which a plurality of panels are attached to the inner wall surface of the tubular structure to repair the inner wall surface. The panel attached to the inner wall surface is partially connected to the inner wall surface in a part of the inner wall surface to form a one-stage panel row, and can be annularly deformed. A strip and a carrier piece projecting from the inner wall surface of the belt-like holding piece, so that the carrier piece of the panel support material capable of shrinking and expanding is engaged with the upper part of the panel row. The diameter of the panel support member is expanded, an annular panel support groove having an arbitrary width is formed between the panel support member and the inner wall surface, and new panels are inserted one after another into the formed panel support groove. The next panel row is formed by connecting them in a continuous manner, and the panel support groove and panel are formed in the same manner. Carried upward to form columns successively, and wherein the covering the inner wall surface on the panel.

パネルを筒状構築体の内壁面に貼着するための接着剤の介装は、パネルの外周面に予め接着剤を付着させておくことにより行なってもよいし、或いはパネル列形成後、パネル列に上記押付け作用を及ぼす前又はその途中で接着性注入材を注入する形で行なってもよい。 Adhesion of the adhesive for adhering the panel to the inner wall surface of the cylindrical structure may be performed by attaching an adhesive to the outer peripheral surface of the panel in advance, or after forming the panel row, You may carry out in the form which inject | pours an adhesive injection material before or in the middle of giving the said pressing action to a row | line | column.

請求項1に記載の補修方法によれば、構築体内壁面に対するパネルの配列作業が極めて容易に行われ、また、例えばセラミックパネル等のパネルはパネル支持材によって該内壁面に対して確固として保持され、その保持状態は、接着剤がその接着性能を発揮するまで維持されるので、筒状構築体の垂直な壁面や、下向きの壁面へのパネル貼着けの際の注入材固化前の不安定な状態にあっても、筒状構築体内にパネル支持用の大掛かりな装置を別途設置する必要なしに、パネルの剥落やズレを防止しつつ、構築体内壁面をパネルによって確実に補修することができる。 According to the repair method of claim 1, the operation of arranging the panels with respect to the wall surface of the built-in body is performed very easily, and the panel such as a ceramic panel is firmly held against the inner wall surface by the panel support material. The holding state is maintained until the adhesive exhibits its bonding performance, so that it is unstable before solidifying the injection material when attaching the panel to the vertical wall surface of the cylindrical structure or the downward wall surface. even in the state, without the need to separately install a large-scale apparatus for the panel supported by the cylindrical construction body, while preventing flaking and displacement of the panel, that thus reliably repaired panel construction body wall it can.

接着剤の固化後、パネル支持材は必要に応じて取去ってもよい。パネル支持材除去後に生じる空隙には適当な材料を詰めて目地処理が施される。また、パネル列における隣接パネル間の目地部にも、必要に応じて適当な目地材料が充填される。   After the adhesive is solidified, the panel support material may be removed as necessary. A void formed after removing the panel support material is filled with a suitable material and subjected to joint treatment. Moreover, the joint material between the adjacent panels in a panel row | line is filled with a suitable joint material as needed.

ネルは単体の部材であることが好ましいが、場合によっては複数のパネル部片をパズル式に組み合わせることによって1つのパネルとなるようにしても良い。 Panel is preferably a single member, may be the one panel by combining a plurality of panels piece puzzle formula in some cases.

また、請求項に記載の補修方法によれば、担持片によってパネルが同じ高さ位置に整列された状態に保持される。 Moreover, according to the repair method of Claim 1 , a panel hold | maintains the state with which the panel was arranged in the same height position by the support piece.

請求項に記載の発明は、前記拡径が、前記帯状保持片の一方の端縁部領域の内周面に係止片を複数設け、前記帯状保持片の他方の端縁部を前記係止片のうちの何れかに係止させることによって行われることを特徴とする。 According to a second aspect of the present invention, a plurality of locking pieces are provided on an inner peripheral surface of one end edge region of the belt-shaped holding piece, and the other end edge portion of the belt-shaped holding piece is connected to the engagement member. It is performed by being locked to any one of the stop pieces .

請求項に記載の補修方法によれば、帯状保持片そのものが拡径状態を維持する機能を有しており、したがってパネル支持材を構成する部品数が少なくて済み、安価に製造することができる。 According to the repair method of claim 2 , the belt-like holding piece itself has a function of maintaining the expanded diameter state, and therefore, the number of parts constituting the panel support material can be reduced and can be manufactured at low cost. it can.

請求項に記載の発明は、前記拡径は、前記帯状保持片の一方の端縁部領域の内周面と他方の端縁部領域の内周面にそれぞれ逆ネジを切ったナット部材を設け、これらナット部材にネジ棒を螺合させて、該ネジ棒の回転によって行うことを特徴とする。 According to a third aspect of the present invention, the expanded diameter is obtained by providing nut members each having a reverse screw cut on the inner peripheral surface of one end edge region and the inner peripheral surface of the other end edge region of the belt-shaped holding piece. The screw rod is screwed onto these nut members, and the screw rod is rotated .

請求項に記載の補修方法によれば、パネル支持材の拡径、拡径維持、縮径の作動をネジ棒の操作で簡単に行うことができる。 According to repairing method according to claim 3, diameter of panel support, expanded maintained, it is possible to perform the operation of diameter easily by operating the threaded rod.

請求項に記載の発明は、前記担持片が、前記パネル支持材の半径方向断面の形状がL字形となるように形成されていることを特徴とする。 The invention according to claim 4 is characterized in that the carrier piece is formed so that the shape of the cross section in the radial direction of the panel support member is L-shaped .

請求項に記載の補修方法によれば、構築体内壁面の端部、例えばマンホール垂直壁の下端部ぎりぎりの範囲までパネルを貼り付けることができる。担持片の厚み部分に相当する範囲のみ、パネルで覆われない部分が残されるだけである。この非被覆部分はL字形パネル支持材が後で除去される場合、担持片があった部分に生じる隙間に目地材を充填することにより問題なく補修することができる。 According to the repair method of the fourth aspect , the panel can be pasted up to the end of the wall surface of the built-in body, for example, the range just below the lower end of the manhole vertical wall. Only a portion that is not covered by the panel is left in the range corresponding to the thickness portion of the carrier piece. When the L-shaped panel support material is later removed, the uncovered portion can be repaired without any problem by filling the gap formed in the portion where the carrier piece was present with a joint material.

請求項に記載の発明は、前記担持片は、前記パネル支持材の半径方向断面の形状がT字形となるように形成されていることを特徴とする。 The invention according to claim 5 is characterized in that the carrier piece is formed so that a shape of a cross section in a radial direction of the panel support member is a T-shape.

請求項に記載の補修方法によれば、簡単な構成のパネル支持材により、新たに形成されたパネル列の上に、パネル支持溝を容易に形成することができ、その際、既形成の該パネル列の上部もパネル支持材によってしっかりと保持される。 According to the repair method of claim 5 , the panel support groove can be easily formed on the newly formed panel row by the panel support material having a simple configuration. The upper part of the panel row is also firmly held by the panel support.

請求項に記載の発明は、前記パネル支持材に設けられた前記担持片の外周側に前記帯状保持片と平行に帯状締付片を設けて前記半径方向断面の形状をH字形とすることにより前記担持片の上下にパネル支持溝を形成し、前記下側のパネル支持溝を前記下側のパネル列の上部に係合した状態に前記拡径設置を行った後、前記上側のパネル支持溝に前記パネルを差し込んで前記パネル列を形成し、次いで前記パネル支持材の縮径を行い、前記パネル支持溝内の前記パネル列に前記帯状締付片により半径方向内方への押圧力を及ぼし、この押圧力により該環状パネル列の環を縮径させ、隣接パネル同士を強制接触させることを特徴とする。 According to a sixth aspect of the present invention , a belt-like fastening piece is provided in parallel with the belt-like holding piece on the outer peripheral side of the carrier piece provided on the panel support member, and the shape of the radial cross section is an H-shape. Panel support grooves are formed on the upper and lower sides of the support piece, and the diameter of the lower panel support grooves is engaged with the upper portion of the lower panel row, and then the upper panel support is performed. The panel is inserted into the groove to form the panel row, and then the diameter of the panel support member is reduced, and the panel row in the panel support groove is pressed radially inward by the strip-shaped fastening piece. And the pressing force reduces the diameter of the ring of the annular panel row, and the adjacent panels are forcedly brought into contact with each other.

請求項に記載の補修方法によれば、パネル支持材を用いてパネル列を形成した後、該パネル支持材を縮径することにより、いわば樽の箍による効果と同様に、環状に連なったパネル列が周方向に引き締められ、隣接するパネル同士の密着度が増大し、パネル列外周側に注入される注入材がパネル間の突合せ部から漏出するのを防止する効果が高められる。
また、構築体内壁面へのパネル支持材の設置およびこのパネル支持材を介してのパネル配置後、該パネル支持材の縮径による帯状締付片の作用により、パネル間の密着度が高められる。また、形成されたパネル列の内表面とその上に形成されるパネル列の内表面との整合性が図られる。
According to the repair method of Claim 6 , after forming a panel row | line | column using a panel support material, by reducing the diameter of this panel support material, it was connected in the shape of a ring similarly to the effect by the soot of a barrel. The panel row is tightened in the circumferential direction, the degree of adhesion between adjacent panels is increased, and the effect of preventing the injection material injected into the panel row outer peripheral side from leaking out from the butt portion between the panels is enhanced.
Further, after the panel support member is installed on the wall surface of the built-in body and the panel is placed via the panel support member, the degree of adhesion between the panels is enhanced by the action of the band-shaped fastening pieces due to the reduced diameter of the panel support member. In addition, consistency between the inner surface of the formed panel row and the inner surface of the panel row formed thereon is achieved.

請求項に記載の発明は、前記パネルが、左右側部端面と、これら側部端面に対して横方向へ伸びる頂部端面及び底部端面を有する平面視略四角形を呈しており、前記環状パネル支持溝内に差し込まれたとき、前記低部端面が前記担持片に当接されることを特徴とする。 According to a seventh aspect of the present invention, the panel has a substantially rectangular shape in plan view having left and right side end faces and a top end face and a bottom end face extending in a lateral direction with respect to the side end faces. When inserted into the groove, the lower end surface is brought into contact with the carrier piece.

請求項に記載の補修方法によれば、パネルがパネル支持溝へ差し込まれた際、低部端面が担持片に当接されることによりパネルの高さ位置が一定に保持され、また、左側部端面と右側部端面が当接して両者間の接合を密閉性の高いものにすることができる。
According to the repairing method of claim 7 , when the panel is inserted into the panel support groove, the lower end face is brought into contact with the carrying piece, so that the height position of the panel is kept constant, and the left side The end face and the right end face come into contact with each other, and the joint between them can be made highly sealed.

なお、上記本発明において、筒状構築体とは、形状を特定して述べる場合を除き、構築体横断面の内壁面部分の形状が円筒形、角形、その他すべての形状を含んだものを意味している。また、内壁面において、内径が一定の部分と、内径が変化している部分との両方がある筒状構築体も本発明に含まれる。   In the present invention, the cylindrical structure means that the shape of the inner wall surface portion of the cross section of the structure includes a cylindrical shape, a square shape, and all other shapes, except when the shape is specified and described. is doing. Further, the present invention also includes a cylindrical structure having both a portion having a constant inner diameter and a portion having a changed inner diameter on the inner wall surface.

本発明によれば、パネル、特にセラミックパネルをコンクリート製筒状構築体内壁面に対し簡単且つ効率的に、従って短い作業時間内に少ない費用で貼着することできるという効果が得られる。   According to the present invention, an effect is obtained that a panel, in particular, a ceramic panel can be attached to the wall surface of a concrete tubular structure in a simple and efficient manner, and therefore at a low cost within a short working time.

以下、本発明の実施の形態を、図面を参照して説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1は本発明による、筒状構築体用、特に円筒状構築体用の内壁面補修用具としてのパネル支持材1の具体例を示しており、また、図2〜図4は他の3つの具体例を示している。何れのパネル支持材も、円環状に形成された帯状保持片10を有している。図2〜図4の具体例では、帯状保持片10から略直角方向外方へ突出し、帯状保持片に沿って延びている担持片11を有している。   FIG. 1 shows a specific example of a panel support material 1 as an inner wall repair tool for a cylindrical construction body, in particular, a cylindrical construction body according to the present invention, and FIGS. A specific example is shown. Each panel support member has a belt-like holding piece 10 formed in an annular shape. In the specific example of FIGS. 2-4, it has the support piece 11 which protrudes from the strip | belt-shaped holding | maintenance piece 10 in the substantially orthogonal direction outward, and is extended along the strip | belt-shaped holding | maintenance piece.

パネル支持材1は、例えばステンレススティール製、或いは炭素繊維或いはガラス繊維で補強されたFRP製であり、縮径状態から拡径状態へ弾性変形可能であるよう形成されている。   The panel support 1 is made of, for example, stainless steel, or FRP reinforced with carbon fiber or glass fiber, and is formed so as to be elastically deformable from a reduced diameter state to an expanded diameter state.

帯状保持片10は、円環の一部が分断され、分断箇所に対向端縁部101、102をもたらしており、これら2つの端縁部は、少なくとも帯状保持片10の縮径状態で相互に重複するようになされている。これら端縁部101、102には、帯状保持片10を必要な程度まで拡径した際、この拡径状態を維持するための手段が設けてあり、この手段は図1〜図4に示すパネル支持材1の場合には、端縁部102に対して外周側に位置する端縁部101に設けた複数の係止片103と、端縁部102の端縁104とで形成されている。係止片103は、端縁部101の一部を、端縁105へ向かって斜めに立ち上がるように、帯状保持片10の内周方向へ切起こすことによって形成されている。図面には、係止片103を帯状保持片10の幅方向に2個、周方向に2個整列された場合が示されているが、必要に応じて各列の個数は任意に選択可能である。   The belt-shaped holding piece 10 is partly cut off from the annular ring, and the opposite edge portions 101 and 102 are provided at the divided portions, and these two edge portions are mutually connected in a reduced diameter state of the belt-shaped holding piece 10. It is made to overlap. These edge portions 101 and 102 are provided with means for maintaining the expanded state when the band-shaped holding piece 10 is expanded to a necessary extent. This means is a panel shown in FIGS. In the case of the support member 1, the support member 1 is formed by a plurality of locking pieces 103 provided on the end edge portion 101 located on the outer peripheral side with respect to the end edge portion 102 and the end edge 104 of the end edge portion 102. The locking piece 103 is formed by cutting up a part of the end edge portion 101 in the inner circumferential direction of the belt-like holding piece 10 so as to rise obliquely toward the end edge 105. The drawing shows a case where two locking pieces 103 are aligned in the width direction and two in the circumferential direction of the belt-like holding piece 10, but the number of each row can be arbitrarily selected as necessary. is there.

図5に、拡径状態維持手段の他の具体例が示されており、図示のように、この例では該手段12は、端縁部101、102の内周面に固定されたナット部材121、122と、これら両ナットに螺合するネジ棒123とを有する。ネジ棒123にはナット部材121に螺合するネジ部124と、ナット部材122に螺合するネジ部125とが設けてあり、両ネジ部124、125は右ネジ対左ネジのように互いに逆の方向にネジ切りされている。従って、ネジ棒123をその軸線に関して回した際、その回転方向に応じて、ナット部材121および122を互いに離隔させる方向、または互いに接近させる方向へ移動させ、離隔させる方向へ移動させた際は帯状保持片10を拡径し、接近させる方向へ移動させた際は帯状保持片10を縮径する。   FIG. 5 shows another specific example of the diameter-expanded state maintaining means. In this example, the means 12 includes a nut member 121 fixed to the inner peripheral surfaces of the edge portions 101 and 102 as shown in the figure. , 122, and a threaded rod 123 that is screwed onto these nuts. The screw rod 123 is provided with a screw portion 124 that is screwed to the nut member 121 and a screw portion 125 that is screwed to the nut member 122. Both screw portions 124 and 125 are opposite to each other like a right screw and a left screw. It is threaded in the direction of. Therefore, when the screw rod 123 is rotated with respect to its axis, the nut members 121 and 122 are moved away from each other, or moved toward each other and moved away from each other according to the direction of rotation. When the holding piece 10 is enlarged in diameter and moved in the approaching direction, the band-like holding piece 10 is reduced in diameter.

図5に示す拡径状態維持手段12の場合、帯状保持片10に設けた2以上の分断部分にそれぞれこの手段12を設けるようにしてもよい。   In the case of the expanded diameter maintaining means 12 shown in FIG. 5, the means 12 may be provided in each of two or more divided portions provided in the belt-like holding piece 10.

上記の担持片11は、図2のパネル支持材1の場合には、帯状保持片10の一方の側縁部から突出し、図3のパネル支持材1の場合には、帯状保持片10の幅方向の中間部から突出している。従って、帯状保持片10と担持片11とは、パネル支持材1の軸線を含む半径方向の断面で見ると、図2の場合にはL字形、図3の場合にはT字形となる。図2及び図3の何れのパネル支持材1の場合にも、端縁部102には担持片11は設けられていない。従って、端縁部101および102は担持片11に阻害されることなく互いに接触状態で重ね合わされる。   In the case of the panel support member 1 in FIG. 2, the carrier piece 11 protrudes from one side edge of the belt-like holding piece 10, and in the case of the panel support member 1 in FIG. 3, the width of the belt-like holding piece 10. Projects from the middle of the direction. Accordingly, the band-shaped holding piece 10 and the carrying piece 11 are L-shaped in the case of FIG. 2 and T-shaped in the case of FIG. In any case of the panel support member 1 shown in FIGS. 2 and 3, the supporting piece 11 is not provided on the end edge portion 102. Therefore, the edge portions 101 and 102 are superposed in contact with each other without being obstructed by the carrier piece 11.

担持片11の突出幅もしくは突出長さは、図2および図3のパネル支持材1の場合、パネル支持材1を拡径して担持片11の外周縁部110を筒状構築体の内壁面に押し当てた際に、下記パネルの幅寸法に加えて、パネルの外周側に所定の幅の間隙が形成されるように選択されている。ただし、パネル支持材1を用いて実際に作業する場合、必ずしも担持片11の外周縁部110を筒状構築体の内壁面に押し当てる必要はない。   In the case of the panel support member 1 shown in FIGS. 2 and 3, the protrusion width or the protrusion length of the support piece 11 is such that the diameter of the panel support member 1 is increased and the outer peripheral edge 110 of the support piece 11 is changed to the inner wall surface of the cylindrical structure. In addition to the panel width dimension described below, a gap having a predetermined width is selected on the outer peripheral side of the panel. However, when actually working using the panel support member 1, it is not always necessary to press the outer peripheral edge 110 of the carrying piece 11 against the inner wall surface of the cylindrical structure.

図4に示すパネル支持材1の場合、担持片11の外周側に帯状保持片10と同様の幅寸法の帯状締付片13が、帯状保持片10と略平行に一体形成してあり、結果的に帯状保持片10、担持片11及び帯状締付片13の3つの部片は、パネル支持材1の軸線を含む半径方向の断面で見てH字形になる。帯状保持片10と帯状締付片13とで形成されるパネル支持溝5内には後述のパネルが差し込まれる。帯状締付片13以外の構成は図3に示されたパネル支持材1と実質的に同様である。   In the case of the panel support 1 shown in FIG. 4, the band-like fastening piece 13 having the same width as the band-like holding piece 10 is integrally formed substantially in parallel with the band-like holding piece 10 on the outer peripheral side of the carrying piece 11. In particular, the three pieces of the belt-like holding piece 10, the carrying piece 11, and the belt-like fastening piece 13 are H-shaped when viewed in a radial section including the axis of the panel support 1. A panel described later is inserted into the panel support groove 5 formed by the belt-like holding piece 10 and the belt-like fastening piece 13. The configuration other than the belt-like fastening piece 13 is substantially the same as the panel support 1 shown in FIG.

〜図は筒状構築体の内壁面に貼り付けられるセラミックパネル3の例を示している。このパネル3は、2つの側方端面31、32と、これら側方端面に対して直交する方向の頂部端面33および底部端面34とを有する平面視略四角形状を有している。 6 to 9 show an example of a ceramic panel 3 to be pasted to the inner wall surface of the tubular construct. The panel 3 has a substantially quadrangular shape in a plan view having two side end faces 31 and 32 and a top end face 33 and a bottom end face 34 in a direction orthogonal to the side end faces.

パネル3の外周面35(図参照)は、筒状構築体の内壁面と略同一の曲面を有していることが好ましい。パネル3の内周面36は、図のように外周面と略同様の曲面を有するか、あるいは図に示す様に平坦面であってもよい。 It is preferable that the outer peripheral surface 35 (refer FIG. 7 ) of the panel 3 has the curved surface substantially the same as the inner wall surface of a cylindrical structure. The inner peripheral surface 36 of the panel 3, substantially or have similar curved surface, or may be a flat surface as shown in FIG. 8 and the outer peripheral surface as shown in FIG.

パネル3の左右側部31、32は図示のように互いに相補的な形状になされており、隣接パネルの側部が互いに突き合わされたとき、互いに補完し合うと共に、屈折した目地部をもたらす。   The left and right side portions 31 and 32 of the panel 3 have complementary shapes as shown in the figure, and when the side portions of the adjacent panels are abutted against each other, they complement each other and provide a refracted joint.

相補的な形状としては、例えば図〜図に示す様に、左右側部31、32を線対称的に段状にするか、あるいは、図に示す様に、左側部31に凹溝310、右側部32に、該凹溝310に嵌合する寸法の突条320を、雄雌の態様に設けたものが好ましい。もちろん、左右を逆の構成にしてもよい。 The complementary shapes, for example as shown in FIGS. 6-8, either the left and right side portions 31 and 32 line-symmetrically stepped, or, as shown in FIG. 9, the recessed groove on the left portion 31 310 and the right side portion 32 are preferably provided with a ridge 320 of a size that fits into the groove 310 in a male-female manner. Of course, the left and right structures may be reversed.

上記のような段状、又は雄雌状の相補的構成は、必要に応じパネルの頂部及び底部、殊に頂部端面及び底部端面に設けてもよい。   The stepped or male-female complementary structure as described above may be provided on the top and bottom of the panel, particularly on the top and bottom end faces, if necessary.

上記のような相補的な目地部構成とする代わりに、図10に示すように、パネル3の左右側部端面に横断面半円形の凹溝311、321を全高にわたって形成し、2つのパネルの左右側部端面を互いに当接したときに、凹溝311、321が1つの丸孔を形成するようになし、この丸孔に棒体37を挿し込み得るようにしてもよい。 Instead of the complementary joint configuration as described above, as shown in FIG. 10 , grooves 311 and 321 having a semicircular cross section are formed on the left and right side end faces of the panel 3 over the entire height, The grooves 311 and 321 may form one round hole when the left and right end surfaces are brought into contact with each other, and the rod body 37 may be inserted into the round hole.

棒体37は、金属やプラスチック製の剛性芯体371と、この芯体の周囲に被着された止水ゴムのような弾性被覆372とを有している。この弾性被覆372の外径は丸孔(311、321)の内径よりも若干大きくなされており、従って前記丸孔に棒体37を挿し込んだ際、2つのパネルの突合せ部に生じる目地部は、圧縮される弾性被覆372にてもたらされる密封作用によって、流動体の漏出を完全に阻止し得るものとなる。   The rod body 37 has a rigid core body 371 made of metal or plastic, and an elastic coating 372 such as water-stopping rubber attached around the core body. The outer diameter of the elastic coating 372 is slightly larger than the inner diameter of the round holes (311 and 321). Therefore, when the rod body 37 is inserted into the round hole, the joint portion generated at the butted portion of the two panels is as follows. The sealing action provided by the compressed elastic coating 372 can completely prevent fluid leakage.

に示す様に、パネル3の外周面35には溝351が形成してある。この溝は、後述のようにパネル3を連ねて形成される環状パネル列の外周側に設けられる間隙に接着性注入材を注入する際に、注入材の流れを所望の方向へ指向させる案内となって注入材を満遍なく間隙全体に行き渡らせる作用を果たす。 As shown in FIG. 7 , a groove 351 is formed on the outer peripheral surface 35 of the panel 3. This groove has a guide for directing the flow of the injection material in a desired direction when the adhesive injection material is injected into the gap provided on the outer peripheral side of the annular panel row formed by connecting the panels 3 as described later. The filling material is spread evenly throughout the gap.

パネル3の外周面35には多数の小突起又は小突条(図示せず)を間隔を空けて形成しておくことが好ましい。この小突起又は小突条は、パネルが以下に説明するように、パネル支持材によって構築体内壁面に対して押し当てられた際、該内壁面に衝合し、パネルと内壁面との間に注入材(接着剤)浸入用の空隙を形成する。   It is preferable that a large number of small protrusions or small protrusions (not shown) are formed on the outer peripheral surface 35 of the panel 3 at intervals. As described below, the small protrusions or ridges collide with the inner wall surface when pressed against the built-in wall surface by the panel support material, and between the panel and the inner wall surface. A void for injecting the injection material (adhesive) is formed.

図示されてはいないが、パネル3は、前記パネル支持材1によって支持される際に前記の帯状保持片10に対向する内周面部分を、前記帯状保持片10の厚みに略相当する分だけ外周側に後退させた状態にしておいても良い。この後退内周面部分はパネル3の頂部および底部に沿って設けられる。このようにすることにより、パネル支持材1を用いて筒状構築体の内壁面をパネルで覆った場合に、パネルの内周面と帯状保持片10の内周面が互いに面一の状態になる。   Although not shown in the figure, the panel 3 has an inner peripheral surface portion that faces the belt-shaped holding piece 10 when supported by the panel support member 1 by an amount substantially corresponding to the thickness of the belt-shaped holding piece 10. You may leave in the state retreated to the outer peripheral side. The receding inner peripheral surface portion is provided along the top and bottom of the panel 3. By doing in this way, when the inner wall surface of a cylindrical structure is covered with a panel using the panel support material 1, the inner peripheral surface of a panel and the inner peripheral surface of the strip | belt-shaped holding piece 10 are mutually flush. Become.

パネルの寸法は対象とする構築体に応じて任意に選択可能であるが、一般的なものとしては、例えば縦横の長さが20〜40cm、厚さが約2cmである。   The dimensions of the panel can be arbitrarily selected according to the target structure. As a general one, for example, the length is 20 to 40 cm and the thickness is about 2 cm.

セラミックパネル3は様々な原料および配合にて製作可能であるが、好ましくは、下水汚泥焼却灰を約30%、陶器質微粉砕品(例えば瓦シャモット)約35%、粘土(陶土)約35%を配合して製作される。これらの原料で製作した場合、総原料の約65%が再利用品となり、高リサイクル率製品となる。   The ceramic panel 3 can be manufactured with various raw materials and blends, but preferably about 30% of sewage sludge incineration ash, about 35% of ceramic finely pulverized products (for example, tile chamotte), and about 35% of clay (porcelain clay). It is manufactured by blending. When manufactured with these raw materials, approximately 65% of the total raw materials become recycled products, resulting in products with a high recycling rate.

次に、筒状構築体としてのコンクリート製円筒状マンホール4の内壁面をセラミックパネルにより補修する本発明の実施の形態を説明する。   Next, an embodiment of the present invention will be described in which the inner wall surface of a concrete cylindrical manhole 4 as a cylindrical structure is repaired with a ceramic panel.

先ず始めに、マンホールの内壁面は、例えば特開平8−267444号公報に示されているような切削機を使用して劣化した表層部が削り取られる。切削により露出した新たなマンホール内壁面40(図11参照)は、接着剤の接着性を良くするために送風機によって風を当てて乾燥させることが好ましい。 First, the deteriorated surface layer portion of the inner wall surface of the manhole is scraped off by using a cutting machine as disclosed in, for example, JP-A-8-267444. The new manhole inner wall surface 40 (see FIG. 11 ) exposed by cutting is preferably dried by blowing air with a blower in order to improve the adhesiveness of the adhesive.

パネル貼着方法の第1の実施形態では、先ず、前記内壁面40に対し、外周側に接着剤を施したパネル3を内壁面周方向へ連接的に配置してパネル列を形成し、次いで、該パネル列に対応して図1〜図5に示すパネル支持材1の何れかを配置し、このパネル支持材を拡径する。これによってパネル支持材はパネルを前記内壁面に押付けると共に、拡径ないし間隔維持手段103,104(図1〜図4)又は拡径状態維持手段12(図5)が作用してパネル押付け作用を維持する。接着剤が固化し、その接着性能を完全に発揮した時点でパネル支持材1は取り外してもよい。また、パネル間に形成される目地は後述のように処理される。   In the first embodiment of the panel adhering method, first, the panel 3 is formed by continuously disposing the panel 3 with the adhesive on the outer peripheral side in the circumferential direction of the inner wall surface with respect to the inner wall surface 40, and then One of the panel support members 1 shown in FIGS. 1 to 5 is arranged corresponding to the panel row, and the diameter of the panel support member is expanded. As a result, the panel support member presses the panel against the inner wall surface, and the expanded diameter or spacing maintaining means 103, 104 (FIGS. 1 to 4) or the expanded diameter maintaining means 12 (FIG. 5) act to press the panel. To maintain. The panel support 1 may be removed when the adhesive is solidified and fully exhibits its adhesive performance. Also, joints formed between the panels are processed as described below.

一段のパネル列が形成、貼着された後、それに続けて、上記一段目と同様に次段のパネル列の形成が行われ、そのようにして次々に、構築体内壁面全体を覆うように複数段のパネル列の形成、貼着が行なわれる。その際、一つの段のパネル列におけるパネル間の目地の位置と、次段のパネル列におけるパネル間の目地の位置とは互いに食い違い状態にしておくことが好ましい。   After the first row of panels is formed and pasted, the next row of panels is formed in the same manner as the first row, and in this way, a plurality of panels are successively formed so as to cover the entire wall surface of the construction body. Step panel rows are formed and attached. At that time, it is preferable that the joint position between the panels in the one-stage panel row and the joint position between the panels in the next-stage panel row are mutually inconsistent.

パネル貼着方法の第2の実施形態では、前記構築体内壁面40に対して所定の間隔幅を持たせて図1〜図5の何れかのパネル支持材1が配置され、次いで、前記内壁面とパネル支持材との間にパネル3を連接的に配置してパネル列を形成し、その際パネルには上記のようにその外周面に予め接着剤を施しておき、或いはそのように接着剤を設けておく代わりに、パネル列形成後にパネル列と前記内壁面との間に接着剤を注入し、次いで、前記パネル支持材1の間隔維持手段103,104(図1〜図4)又は拡径状態維持手段12(図5)によりパネル3を接着剤と共に前記内壁面40に押し付け、接着剤が固化するまで押付け作用を維持する。接着剤固化後は、前記と同様にパネル支持材1は取り外してもよく、また、パネル間に形成される目地は同様に処理される。   In 2nd Embodiment of the panel sticking method, the panel support material 1 in any one of FIGS. 1-5 is arrange | positioned with the predetermined space | interval width with respect to the said construction internal wall surface 40, and then the said inner wall surface A panel row is formed by arranging the panels 3 in a continuous manner between the panel support material and the panel, and in this case, an adhesive is applied to the outer peripheral surface of the panel in advance as described above, or such an adhesive is used. In this case, after forming the panel row, an adhesive is injected between the panel row and the inner wall surface, and then the gap maintaining means 103, 104 (FIGS. 1 to 4) or the expansion of the panel support material 1 are expanded. The panel 3 is pressed against the inner wall surface 40 together with the adhesive by the diameter state maintaining means 12 (FIG. 5), and the pressing action is maintained until the adhesive is solidified. After the adhesive is solidified, the panel support 1 may be removed in the same manner as described above, and joints formed between the panels are treated in the same manner.

複数段のパネル列の形成による構築体内壁面全体の被覆、目地の食い違い状態などについては第1の実施形態の場合と同様である。   The covering of the entire wall surface of the built-in body due to the formation of a plurality of panel rows, the state of joint misalignment, and the like are the same as in the case of the first embodiment.

次いで、図11〜図18を参照して第3の実施形態について説明する。図11に示す様に、マンホール4の垂直壁面の最下端に、例えば上記L字形のパネル支持材1-1が設置される。設置は、図2に示すL字形パネル支持材1-1をマンホール内でマンホールと略同軸の状態で拡径し、担持片11-1の外周縁がマンホール内壁面40に近接した際に拡径状態維持手段103、104または121〜125によりパネル支持材1-1の拡径状態を維持する。これにより、パネル支持-1はマンホール内壁面40に対してパネル支持溝5-1を環状に形成した状態で設置される。設置された状態において担持片11-1の外周縁はマンホール内壁面40に当接していても、していなくてもよい。当接していない場合にはパネル支持材1-1は必要に応じて更に拡径可能である。なお、図中106-1はゴムなどから成るパッキン材であって、帯状保持片10-1の外周面に装着されている。 Next, a third embodiment will be described with reference to FIGS. 11 to 18. As shown in FIG. 11 , for example, the L-shaped panel support material 1-1 is installed at the lowermost end of the vertical wall surface of the manhole 4. Installation, enlarged when the L-shaped panel support member 1 -1 as shown in FIG. 2 was expanded in the state of the manhole and substantially coaxial with the manhole, the outer peripheral edge of the carrier strip 11 -1 is close to the manhole wall 40 maintaining the expanded state of the panel support material 1 -1 by the state maintaining means 103, 104 or 121 to 125. Thereby, the panel support member 1-1 is installed in a state where the panel support groove 5-1 is formed in an annular shape with respect to the inner wall surface 40 of the manhole. Even if the outer peripheral edge of the carrier strip 11 -1 in the installed state have contact with the manhole wall 40, it may not be. It can be further expanded according to the panel support material 1 -1 required when not in contact. In the drawing, 106 -1 is a packing material made of rubber, is mounted on the outer peripheral surface of the belt-shaped holding piece 10 -1.

次に、図12に示す様にパネル支持溝5-1にパネル3-1の底部側部分が差込まれ、パネルの底部端面34が担持片11-1に当接せしめられ、これによって1つのパネル3-1がパネル支持材1-1に支持される。その際、支持されたパネル3-1とマンホール内壁面40との間には前述のような注入材を注入するための間隙6-1が設けられる。次いで、このように設置された第1のパネルに隣接して第2のパネルが、左右側部端面を互いに密着させて、パネル支持溝5-1内に同様の態様で配置され、以下同様にして次々にパネルがパネル支持溝5-1に差込まれる。このようにして複数個のパネルによって環状に形成される1段のパネル列がマンホール内壁面の垂直壁下端部の全周面を覆うようにする。 Next, the bottom portion of the panel 3 -1 panel support grooves 5 -1 as shown in FIG. 12 is plugged, the bottom end face 34 of the panel are brought into contact with the bearing piece 11 -1, whereby one The panel 3 -1 is supported by the panel support member 1 -1 . At that time, a gap 6 -1 for injecting the injection material as described above is provided between the supported panel 3 -1 and the inner wall surface 40 of the manhole. Then, thus the installed first second panel adjacent the panel, the left and right side end face in close contact with each other, are arranged in a similar manner to the panel support grooves 5 in -1, the same manner panel is inserted into the panel support grooves 5 -1 successively Te. Thus, the one-stage panel row formed in an annular shape by a plurality of panels covers the entire peripheral surface of the lower end portion of the vertical wall of the inner wall surface of the manhole.

このように形成されたパネル列において、隣り合うパネルの左右側部が、図〜図、図或いは図10に示す様に特別に形成されていることにより、下記のように注入材がパネル列外周側に注入される際、注入材がパネルの突合せ部から漏出することが回避され、特に図10の構成を用いた場合には、確実な目地処理効果を得ることができる。 In the thus formed panel columns, the left and right sides of adjacent panels, 6 to 8, by which is specially formed as shown in FIG. 9 or FIG. 10, the injection material in the following manner When injected to the outer peripheral side of the panel row, it is avoided that the injected material leaks out from the butt portion of the panel. Particularly when the configuration of FIG. 10 is used, a reliable joint treatment effect can be obtained.

また、パネル列形成後にパネル支持材1-1を再拡径する場合には、パネル3-1の外周面35が構築体内周面40に押し当てられるが、前記のように外周面35に突起がある場合には、この突起によって環状間隙6-1が形成される。 Further, in the case of re-expanded the panel support member 1 -1 after the panel column formation, against which the outer peripheral surface 35 of the panel 3 -1 pushes the building body peripheral surface 40, projections on the outer circumferential surface 35 as described above If there is, an annular gap 6-1 is formed by this projection.

次に、パネル列外周側に形成される環状間隙6-1に、図13に示す様に、接着性能を有する注入剤が注入され、接着剤層7-1が形成される。注入材は低粘性のもので、例えばポリウレタン樹脂、シアノアクリレート、シリコーンゴム等が使用可能であり、特に耐久性、耐水性、耐酸性、耐薬品性、微生物による腐蝕に対抗する能力に優れたエポキシ樹脂が好適である。その他に複合材、例えば樹脂セメントなども使用可能である。 Then, the annular gap 6 -1 formed in the panel row outer peripheral side, as shown in FIG. 13, infusate having adhesive properties is injected, the adhesive layer 7 -1 is formed. The injection material is low-viscosity, for example, polyurethane resin, cyanoacrylate, silicone rubber, etc. can be used, especially epoxy with excellent durability, water resistance, acid resistance, chemical resistance, and resistance to microbial corrosion. Resins are preferred. In addition, composite materials such as resin cement can be used.

に示すように、パネル外周面に溝351を設けることにより、間隙内での注入材の流れに指向性を持たせ、迅速且つ満遍なく間隙全体の注入を行うことができる。 As shown in FIG. 7 , by providing the groove 351 on the outer peripheral surface of the panel, the flow of the injection material in the gap is given directivity, and the entire gap can be injected quickly and uniformly.

上記注入材の注入は、下記のパネル支持材1-2の設置後行なってもよい。その場合には、担持片11-2とマンホール内壁面40との間には注入材が通過可能の間隙乃至導通路(図示せず)が形成される。 Injection of the injection material may be performed after installation of the following panel support member 1 -2. In that case, a gap or a conduction path (not shown) through which the injection material can pass is formed between the carrier piece 11 -2 and the manhole inner wall surface 40.

上記のように帯状保持片10-1の外周面にパッキン材106-1が装着してある場合、注入材の固化後にパネル支持材1-1を更に拡径し、その拡径状態を保持することによってパッキン材106-1を積極的にパネルに押付け、パネル底部の目地部における止水作用をパッキン材106-1によって高めるようにすることができる。 When the packing material 106 -1 is attached to the outer peripheral surface of the belt-like holding piece 10 -1 as described above, the diameter of the panel support material 1-1 is further expanded after the injection material is solidified, and the expanded diameter state is maintained. it can be made to the pressing actively in panels packing material 106 -1, increasing the waterproofing effect in the joint portion of the panel bottom by packing material 106 -1 by.

上記パッキン材106-1を用いる場合はパネル支持材1-1をマンホール内にそのまま残置しておくことを意図するものであるが、注入材の固化後にパネル支持材1-1を取り外すことも可能であり、その場合には帯状保持片10-1の外周面にはパッキン材106-1を装着しない。パネル支持材1-1を取り外した後に生じる空隙は上記注入材と同様なコーキング材を詰めることによって処理される。 Although intended to keep the panel support member 1 -1 in the case of using the packing material 106 -1 as it left on the manhole, also possible to remove the panel support member 1 -1 after solidification of the injection material , and the not wearing the packing material 106 -1 on the outer circumferential surface of the belt-shaped holding piece 10 -1 that case. Gap occurring after removal of the panel support member 1 -1 is processed by filling the injection material similar to caulking material.

上記のようにパネル列形成後にパネル列の外周側に注入材を注入する代わりに、パネルの外周面35に予め接着剤の層を設けておき、パネル列形成後にパネル支持材を再拡径せしめ、これによりパネルを構築体内壁面40に対して押圧し、接着剤層を圧縮するようにしてパネルを内壁面に接着させるようにしてもよい。   Instead of injecting the injection material on the outer peripheral side of the panel row after the panel row is formed as described above, an adhesive layer is provided in advance on the outer peripheral surface 35 of the panel, and the panel support material is re-expanded after the panel row is formed. In this way, the panel may be pressed against the inner wall surface 40 and the adhesive layer may be compressed to adhere the panel to the inner wall surface.

上記にようにして1段のパネル列が形成され且つ該パネル列がマンホール内壁面40に接着せしめられた後、その上部に次段のパネル列が図14〜図16に示すように形成される。次段のパネル列は、図示の場合、T字形パネル支持材1-2(図3)が使用されている。 After the first stage of the panel column as in the formation and the panel columns were allowed to adhere to the manhole wall 40, next panel column is formed as shown in FIGS. 14 to 16 in its upper portion . In the case of the next row of panels, a T-shaped panel support 1 -2 (FIG. 3) is used.

14に示すように、T字形パネル支持材1-2はマンホール4内でマンホールと同心的に拡径され、担持片11-2が第1段のパネル列上に乗り、且つ担持片外周縁がマンホール内壁面40に接触するか、若しくは接近した時に拡径状態に維持される。このようにしてパネル支持材1-2の帯状保持片10-2とマンホール内壁面40との間にはパネル支持溝5-2が形成される。 As shown in FIG. 14, T-shaped panel support member 1 -2 are manhole concentrically with diameter within the manhole 4, bearing pieces 11 -2 rides on the panel row of first stage, and carrying piece outer periphery Is maintained in an expanded state when it contacts or approaches the manhole inner wall surface 40. Panel support grooves 5-2 are formed between the strip holding pieces 10-2 and manhole wall 40 of the panel support material 1 -2 in this way.

形成されたパネル支持溝5-2には、前記パネル支持溝5-1の場合と同様に、図15に示す様に、パネル3-2が差込まれ、環状に配列されてマンホール内壁面40を帯状に覆う第2段のパネル列を形成する。 To the formed panel support grooves 5-2, as in the case of the panel support grooves 5 -1, as shown in FIG. 15, panel 3 -2 plugged, manhole wall 40 are arranged annularly A second-stage panel row is formed so as to cover in a strip shape.

次いで、この第2段のパネル列の外周側に設けられる環状間隙6-2に注入材の注入が行なわれ、図16のように第2段のパネル列とマンホール内壁面40とが接着剤層7-2を介して接着される。 Then, the second stage of injection of the injection material into the annular gap 6-2 provided on the outer periphery of the panel row is performed, the second stage of the panel columns and manhole wall 40 is adhesive layer as in FIG. 16 Glued through 7-2 .

パネル列形成及び接着後にパネル支持材1-2をそのまま残置しておく場合には、帯状保持片10-2の外周面にパッキン材106-2を装着しておき、パネル3-1の頂部端面およびパネル3-2の底部端面のおける止水作用を高める。この場合、注入材固化後にパネル支持材1-2を拡径し、その拡径状態を前記拡径状態維持手段によって維持することにより、パッキン材106-2による止水作用は更に高められる。 If the keep panels stream forming and panel support member 1 -2 after bonding as it is leaving the previously wearing the packing material 106 -2 outer peripheral surface of the belt-shaped holding piece 10 -2, the top end surface of the panel 3 -1 and panel 3 increase the water stopping effect definitive bottom end surface of -2. In this case, the panel support member 1 -2 after injection material solidified expanded, by maintaining its expanded state by the expanded state maintaining means, waterproofing effect of the packing material 106 -2 is further enhanced.

パネル支持材1-2を除去する場合にはパッキン材106-2は装着されず、パネル列形成及び接着後にパネル支持材1-2は取り外され、除去後に生じる間隙コーキング処理により充填される。 If the removal of the panel support material 1 -2 packing material 106 -2 not mounted, the panel support material 1 -2 after panel row forming and adhesive is removed, a gap occurring after removal is filled with coking process.

17は第2段、またはその上方の段のパネル列をH字形パネル支持材3-3(図4参照)を用いて形成した場合を示している。このH字形パネル支持材を使用する場合、H字形パネル支持材1-3を所定の径まで拡径し、その拡径状態を前記拡径状態維持手段にて維持した後、下段の、例えば図16の第2段のパネル3-2に対する注入材の固化が始まる前に、あるいは第2段のパネル3-2に対する注入材の注入前に、帯状保持片10と締付片13とで形成される、担持片11下側の環状パネル支持溝に第2段のパネル列の頂部側部分が嵌め入れられる。この場合、帯状保持片10と帯状締付片13におけるパネル支持溝側には上記同様のパッキン材106-3が装着されていることが好ましい。 FIG. 17 shows a case where the second row or the upper row of the panel row is formed using an H-shaped panel support member 3 -3 (see FIG. 4). When using this H-shaped panel support member, and expanded the H-shaped panel support member 1 -3 to a predetermined diameter, after maintaining its expanded state in the expanded state maintaining means, and the lower, for example, FIG. Before the solidification of the injection material to the 16th second stage panel 3 -2 or before the injection of the injection material to the second stage panel 3 -2 , it is formed by the band-shaped holding piece 10 and the fastening piece 13. The top side portion of the second-stage panel row is fitted into the annular panel support groove below the carrier piece 11. In this case, it is preferable that the same packing material 106-3 is mounted on the panel support groove side of the belt-shaped holding piece 10 and the belt-shaped fastening piece 13.

次いで、担持片11上側のパネル支持溝に第3段のパネル3-3が前記同様に嵌め込まれ、第3段のパネル列が形成される。 Next, the third-stage panel 3-3 is fitted into the panel support groove on the upper side of the carrying piece 11 in the same manner as described above to form a third-stage panel row.

H字形パネル支持材1-3を使用し、また拡径状態維持手段を図5に示したものを採用した場合、前記パネル列形成後、拡径状態維持手段によりパネル支持材1-3を縮径することによって、帯状締付片13が、いわば樽の箍のように環状パネル列の環を引き締めるように作用するので、隣接パネルの側部端面間の密着度が増大し、突合せ部における注入材漏出阻止効果が増大する。 If using the H-shaped panel support member 1 -3, also was employed shows the expanded state maintaining means 5, after the panel row formation, the expanded state maintaining means panel support member 1 -3 condensation By making the diameter, the band-like fastening piece 13 acts to tighten the ring of the annular panel row like a barrel collar, so that the degree of adhesion between the side end faces of adjacent panels increases, and injection at the butt portion The material leakage prevention effect increases.

このような効果は、例えばマンホールのような構築体の内壁の腐蝕の程度が激しく、内壁面の切削を予定以上に深く行なわなければならないような場合に特に有効である。即ち、切削を予定以上に深く行なった場合、切削によって生じた内壁面の周長は、既成のパネルを配列したときのパネル列の外周面の周長よりも大きくなり、パネルを前記内壁面に押圧するとパネル間の隙間が必然的に拡がり、後でパネル列外周側に注入される注入材がこの隙間から漏洩するという事態が生じる。このような場合に上記のH字形パネル支持材を使用すれば、パネル列の環を引き締め、隣り合うパネル同士を密着させるという作用をもたらすことができることにより、内壁面の切削に伴って考慮されるべき問題が簡単に解消できる。   Such an effect is particularly effective when the inner wall of a structure such as a manhole is severely corroded and the inner wall must be cut deeper than expected. That is, when cutting is performed deeper than planned, the peripheral length of the inner wall surface generated by the cutting becomes larger than the peripheral length of the outer peripheral surface of the panel row when the existing panels are arranged, and the panel is placed on the inner wall surface. When pressed, the gap between the panels inevitably expands, and an injection material that is injected into the outer periphery of the panel row later leaks from the gap. In such a case, if the above-mentioned H-shaped panel support is used, it is possible to bring about the effect of tightening the ring of the panel row and bringing the adjacent panels into close contact with each other. The problem to be solved can be solved easily.

次いで、第3段のパネル列とマンホール内周壁面との間の間隙に注入材が注入され、接着剤層7-3が形成される。なお、第2段のパネル列に関して未注入の場合には、それに対応する間隙への注入が同時に行なわれ、接着剤層7-2が同時に形成される。その場合、外周側帯状締付片13の外周とマンホール内周壁面との間には注入材の導通路が形成されるようにする。 Next, an injection material is injected into the gap between the third-stage panel row and the inner peripheral wall surface of the manhole to form an adhesive layer 7-3 . In the case where the second-stage panel row has not been injected, injection into the corresponding gap is simultaneously performed, and the adhesive layer 7-2 is simultaneously formed. In that case, a conduction path for the injected material is formed between the outer periphery of the outer peripheral belt-shaped fastening piece 13 and the inner peripheral wall surface of the manhole.

上記の第1〜第の実施の形態はそれぞれ単独で実施してもよく、或いはパネル列形成箇所に応じて様々に組み合わせて実施してもよい。 Said 1st- 3rd embodiment may each be implemented independently, and may be implemented in various combinations according to a panel row formation location.

18は上記のようにして内壁面を補修されたマンホール4の中央部垂直縦断面図を示している。図中、1-1、1-2、1-3、1-4、1-5はそれぞれ第1段のパネル3-1、第2段のパネル3-2、第3段のパネル3-3、第4段のパネル3-4、第5段のパネル3-5用のパネル支持材を示し、符号8はこのマンホールに接続された下水管渠を示している。 FIG. 18 shows a vertical vertical sectional view of the central portion of the manhole 4 whose inner wall surface has been repaired as described above. In the figure, 1 −1 , 1 −2 , 1 −3 , 1 −4 , and 1 −5 are the first panel 3 −1 , the second panel 3 −2 , and the third panel 3 −3, respectively. Panel support materials for the fourth stage panel 3 -4 and the fifth stage panel 3 -5 are shown. Reference numeral 8 denotes a sewer pipe connected to the manhole.

上記の本発明方法の実施態様はマンホールに関してのものであるが、下水管渠など他の筒状構築体に対しても全く同様に実施できることは明らかである。   Although the above-described embodiment of the method of the present invention relates to a manhole, it is obvious that the present invention can be carried out in the same manner for other tubular structures such as sewer pipes.

筒状構築体内壁面補修用具としてのパネル支持材の1実施形態を示す斜視図である。It is a perspective view which shows one Embodiment of the panel support material as a cylindrical construction | assembly body wall surface repair tool. パネル支持材の他の実施形態を示す斜視図である。It is a perspective view which shows other embodiment of a panel support material. パネル支持材の更に他の実施形態を示す斜視図である。It is a perspective view which shows other embodiment of a panel support material. パネル支持材の更に他の実施形態を示す斜視図である。It is a perspective view which shows other embodiment of a panel support material. 拡径状態維持手段の実施形態を示す斜視図である。It is a perspective view which shows embodiment of an expanded state maintenance means. パネルの1実施形態を示す斜視図である。It is a perspective view which shows one Embodiment of a panel. 図6のパネルを反対側から見た斜視図である。It is the perspective view which looked at the panel of FIG. 6 from the other side. パネルの他の実施形態を示す斜視図である。It is a perspective view which shows other embodiment of a panel. パネルの更に他の実施形態を示す斜視図である。It is a perspective view which shows other embodiment of a panel. パネル側部を当接した際の密閉性を高めるための手段を示す斜視図である。It is a perspective view which shows the means for improving the sealing performance at the time of contact | abutting the panel side part. 本発明方法の1実施形態において、マンホール内壁面に第1段の環状パネル列を形成するためにL字形パネル支持材を取り付けた状態を示す、マンホールの中央縦断面部分図である。In one Embodiment of this invention method, it is the center longitudinal cross-section fragmentary view of the manhole which shows the state which attached the L-shaped panel support material in order to form the 1st step | paragraph annular panel row | line | column in the manhole inner wall surface. 図11の工程に続いて、設置されたL字形パネル支持材にパネルを差込む工程を示す、図11と同様の中央縦断面部分図である。FIG. 12 is a central vertical cross-sectional partial view similar to FIG. 11 showing a step of inserting the panel into the installed L-shaped panel support material following the step of FIG. 11. 図12の工程に続いて、配列されたパネル列の外周側に注入材を注入する工程を示す、図11と同様の中央縦断面部分図である。FIG. 13 is a central vertical cross-sectional partial view similar to FIG. 11 showing a step of injecting an injection material into the outer peripheral side of the arranged panel row following the step of FIG. 12. 図13の工程に続いて、第1段の環状パネル列の上に第2段のパネル列を形成するためにT字形パネル支持材を取り付けた状態を示す、図12と同様の中央縦断面部分図である。13 is a central longitudinal section similar to FIG. 12, showing a state in which a T-shaped panel support is attached to form a second panel row on the first annular panel row following the step of FIG. FIG. 図14の工程に続いて、設置されたT字形パネル支持材にパネルを差込む工程を示す、図11と同様の中央縦断面部分図である。FIG. 15 is a central vertical cross-sectional partial view similar to FIG. 11, showing a step of inserting the panel into the installed T-shaped panel support material following the step of FIG. 14. 図15の工程に続いて、配列された第2段のパネル列の外周側に注入材を注入する工程を示す、図11と同様の中央縦断面部分図である。FIG. 16 is a partial partial sectional view similar to FIG. 11 showing the step of injecting an injection material into the outer peripheral side of the arranged second-stage panel row following the step of FIG. 15. 第2段以降のパネル列を形成する際、H字形パネル支持材を使用した場合を例示する、図11と同様の中央縦断面部分図である。FIG. 12 is a central vertical cross-sectional partial view similar to FIG. 11 illustrating a case where an H-shaped panel support material is used when forming the second and subsequent panel rows. 内壁面全面にパネルを貼着されたマンホールの中央縦断面図である。It is a center longitudinal cross-sectional view of the manhole by which the panel was stuck on the inner wall surface.

符号の説明Explanation of symbols

1、1-1、1-2、1-3、1-4、1-5 パネル支持材
10、10-1、10-2 帯状保持片
101、102 対向端縁部
103 係止片
104、105 端縁
106-1、106-2、106-3 パッキン材
11、11-1、11-2 担持片
110 外周縁部
12 拡径状態維持手段
121、122 ナット部材
123 ネジ棒
124、125 ネジ部
13 帯状締付片
3、3-1、3-2、3-3、3-4、3-5 パネル
31、32 側方端面(31 左側部、32 右側部)
310、311、321 凹溝
320 突条
33 頂部端面
34 底部端面
35 外周面
351 溝
36 内周面
37 棒体
371 剛性芯体
372 弾性被覆
4 マンホール
40 マンホール内壁面
-1、5-2 パネル支持溝
-1、6-2 環状間隙
-1、7-2、7-3 接着剤層
8 下水管渠
1, 1 −1 , 1 −2 , 1 −3 , 1 −4 , 1 −5 Panel support member 10, 10 −1 , 10 −2 Band - shaped holding piece 101, 102 Opposing edge 103 Locking piece 104, 105 Edge 106 -1 , 106 -2 , 106 -3 Packing material 11, 11 -1 , 11 -2 carrying piece 110 Outer peripheral edge 12 Expanded state maintaining means 121, 122 Nut member 123 Screw rod 124, 125 Thread 13 Strip fastening pieces 3, 3-1 , 3-2 , 3-3 , 3-4 , 3-5 Panel 31, 32 Side end face (31 left side, 32 right side)
310, 311, 321 Concave groove 320 ridge 33 top end surface 34 bottom end surface 35 outer peripheral surface 351 groove 36 inner peripheral surface 37 rod body 371 rigid core 372 elastic coating 4 manhole 40 manhole inner wall surface 5 -1 , 5-2 panel support Groove 6 -1 , 6-2 Annular gap 7 -1 , 7 -2 , 7 -3 Adhesive layer 8 Sewer pipe

Claims (7)

複数のパネルを筒状構築体の内壁面に貼着して同内壁面を補修する、筒状構築体の内壁面補修方法において、
前記内壁面の一部に、該内壁面に貼着される前記パネルを、該内壁面の周方向へ連接的に配置して1段のパネル列を形成し、
環状に変形可能な帯状保持片と、この帯状保持片の前記内壁面側の面から突出する担持片とを有し、縮径・拡径可能なパネル支持材の前記担持片が前記パネル列の上部に係合するように前記パネル支持材を拡径し、当該パネル支持材と前記内壁面との間に任意の幅の環状のパネル支持溝を形成し、
形成された前記パネル支持溝内に次々に新たなパネルを差し込み、連接的に配置することにより次段のパネル列を形成し、
同様なパネル支持溝の形成とパネル列の形成を次々に上方へ行い、前記内壁面をパネルにて覆うことを特徴とする筒状構築体の内壁面補修方法。
In the method of repairing the inner wall surface of the tubular structure, in which a plurality of panels are attached to the inner wall surface of the tubular structure to repair the inner wall surface,
The panel attached to the inner wall surface is partially connected to the inner wall surface in a circumferential direction of the inner wall surface to form a one-stage panel row,
An annularly deformable belt-like holding piece and a carrying piece protruding from the inner wall surface of the belt-like holding piece, and the carrying piece of the panel support material capable of reducing and expanding the diameter is the panel row. The diameter of the panel support member is expanded so as to engage with the upper portion, and an annular panel support groove having an arbitrary width is formed between the panel support member and the inner wall surface,
Insert new panels one after another into the formed panel support groove, and form a panel row of the next stage by arranging them consecutively,
A method of repairing an inner wall surface of a cylindrical structure, wherein the same panel support groove and panel row are formed one after another, and the inner wall surface is covered with a panel.
前記拡径は、前記帯状保持片の一方の端縁部領域の内周面に係止片を複数設け、前記帯状保持片の他方の端縁部を前記係止片のうちの何れかに係止させることによって行うことを特徴とする請求項1に記載の内壁面補修方法。 The enlarged diameter is obtained by providing a plurality of locking pieces on the inner peripheral surface of one end edge region of the band-shaped holding piece, and engaging the other end edge of the band-shaped holding piece with one of the locking pieces. The inner wall surface repair method according to claim 1, wherein the inner wall surface repair method is performed by stopping . 前記拡径は、前記帯状保持片の一方の端縁部領域の内周面と他方の端縁部領域の内周面にそれぞれ逆ネジを切ったナット部材を設け、これらナット部材にネジ棒を螺合させて、該ネジ棒の回転によって行うことを特徴とする請求項1に記載の内壁面補修方法。 The enlarged diameter is provided with nut members each having a reverse thread on the inner peripheral surface of one end edge region and the inner peripheral surface of the other end edge region of the belt-shaped holding piece, and screw rods are provided on these nut members. The inner wall surface repair method according to claim 1, wherein the inner wall surface repairing method is performed by screwing and rotating the screw rod . 前記担持片は、前記パネル支持材の半径方向断面の形状がL字形となるように形成されていることを特徴とする請求項1〜3の何れか1項に記載の内壁面補修方法。 The inner wall surface repair method according to any one of claims 1 to 3 , wherein the carrier piece is formed such that a shape of a cross section in a radial direction of the panel support member is L-shaped . 前記担持片は、前記パネル支持材の半径方向断面の形状がT字形となるように形成されていることを特徴とする請求項1〜3の何れか1項に記載の内壁面補修方法。 The inner wall surface repair method according to any one of claims 1 to 3 , wherein the carrier piece is formed so that a shape of a radial cross section of the panel support member is a T-shape . 前記パネル支持材に設けられた前記担持片の外周側に前記帯状保持片と平行に帯状締付片を設けて前記半径方向断面の形状をH字形とすることにより前記担持片の上下にパネル支持溝を形成し、前記下側のパネル支持溝を前記下側のパネル列の上部に係合した状態に前記拡径設置を行った後、前記上側のパネル支持溝に前記パネルを差し込んで前記パネル列を形成し、次いで前記パネル支持材の縮径を行い、前記パネル支持溝内の前記パネル列に前記帯状締付片により半径方向内方への押圧力を及ぼし、この押圧力により該環状パネル列の環を縮径させ、隣接パネル同士を強制接触させることを特徴とする、請求項1〜3の何れか1項に記載の内壁面補修方法。 A panel-like fastening piece is provided on the outer peripheral side of the carrying piece provided on the panel support member in parallel with the belt-like holding piece, and the shape of the radial cross-section is made H-shaped to support the panel above and below the carrying piece. Forming a groove and engaging the lower panel support groove with an upper portion of the lower panel row, and then inserting the panel into the upper panel support groove and inserting the panel into the panel Forming a row, then reducing the diameter of the panel support member, and applying a pressing force inward in the radial direction to the panel row in the panel support groove by the strip-shaped fastening piece, and by this pressing force, the annular panel The inner wall surface repair method according to any one of claims 1 to 3 , wherein the ring of the row is reduced in diameter and the adjacent panels are forcedly brought into contact with each other. 前記パネルは、左右側部端面と、これら側部端面に対して横方向へ伸びる頂部端面及び底部端面を有する平面視略四角形を呈しており、前記環状パネル支持溝内に差し込まれたとき、前記低部端面が前記担持片に当接されることを特徴とする請求項1〜6の何れか1項に記載の内壁面補修方法。 The panel has a substantially rectangular shape in plan view having left and right side end faces and a top end face and a bottom end face extending laterally with respect to the side end faces, and when inserted into the annular panel support groove, The inner wall surface repair method according to any one of claims 1 to 6 , wherein the lower end surface is brought into contact with the carrying piece.
JP2003370839A 2003-10-30 2003-10-30 Method for repairing inner wall surface of tubular structure Expired - Fee Related JP4405235B2 (en)

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