JP2693403B2 - Lining structure construction method - Google Patents
Lining structure construction methodInfo
- Publication number
- JP2693403B2 JP2693403B2 JP7162205A JP16220595A JP2693403B2 JP 2693403 B2 JP2693403 B2 JP 2693403B2 JP 7162205 A JP7162205 A JP 7162205A JP 16220595 A JP16220595 A JP 16220595A JP 2693403 B2 JP2693403 B2 JP 2693403B2
- Authority
- JP
- Japan
- Prior art keywords
- lining
- concealing
- piece
- joining member
- wall surface
- 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.)
- Expired - Lifetime
Links
Landscapes
- Sewage (AREA)
- Finishing Walls (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、コンクリート構造物の
内壁面に添設されるライニング構造の施工方法に関する
ものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a lining structure attached to the inner wall surface of a concrete structure.
【0002】[0002]
【従来の技術】一般に下水道施設の汚水処理槽や浄化槽
等の構築物は、コンクリート構造である。ところが、こ
の種のコンクリート構造物の内壁面は、その中を流れる
流通物より発生するガスや、下水および下水汚泥中の細
菌等の影響によって腐食してしまう。そこで従来より、
コンクリート構造物の内壁面には、硬質塩化ビニル等の
合成樹脂より成形されたライニングが添設被覆され、コ
ンクリート面の腐食に対する保護を行っている。2. Description of the Related Art Generally, structures such as sewage treatment tanks and septic tanks of sewage facilities are concrete structures. However, the inner wall surface of this type of concrete structure is corroded by the influence of gas generated from flowing material flowing through the structure, sewage and bacteria in sewage sludge. Therefore,
A lining formed of a synthetic resin such as hard vinyl chloride is additionally provided on the inner wall surface of the concrete structure to protect the concrete surface against corrosion.
【0003】このようなライニング構造としては、短冊
平板状に形成されたライニング板1が採用されている。
このライニング板1には、図10に示すように、一方の
面に多数のリブ片2が垂直、かつライニング板1の幅方
向に等間隔で平行であって、ライニング板1の長手方向
に連続して一体に設けられている。そして、それぞれの
リブ片2の先端には断面略楕円形状の膨出部2aが形成
されている。また、他方の面は平坦に形成されている。[0003] As such a lining structure, a lining plate 1 formed in a strip shape is employed.
As shown in FIG. 10, a large number of rib pieces 2 are perpendicular to one surface of the lining plate 1 and are parallel to the width direction of the lining plate 1 at equal intervals, and are continuous in the longitudinal direction of the lining plate 1. And are provided integrally. A bulging portion 2a having a substantially elliptical cross section is formed at the tip of each rib piece 2. The other surface is formed flat.
【0004】また、ライニング板1の幅方向の両端部に
は、リブ片2と平行に併設され、外縁が平坦に形成され
ているとともに、先端内側が鉤状に形成された接続片3
が一体に設けられている。そして、このライニング板1
は、図11に示すように両端縁の接続片3によって、幅
方向に連続して他のライニング板1と接続される。[0004] At both ends in the width direction of the lining plate 1, a connecting piece 3 is provided in parallel with the rib piece 2 and has a flat outer edge and a hook-like inner end.
Are provided integrally. And this lining board 1
Is connected to another lining plate 1 continuously in the width direction by connecting pieces 3 at both end edges as shown in FIG.
【0005】ライニング板1の幅方向の接続には、図1
1に示すような奥広がりの溝を有するとともに、内部に
シール材4aが装着された断面略コ字形状のジョイント
部材4を突き合わされた各接続片3,3に嵌挿すること
で、ライニング板1を幅方向に接続し、接続部分に防食
加工が施された所望の幅のライニング板1を得られるよ
うになっている。このジョイント部材4によれば、ライ
ニング板1のリブ片2側からの接続が行える。FIG. 1 shows the connection of the lining plate 1 in the width direction.
1 and a joint member 4 having a substantially U-shaped cross section and having a sealing material 4a mounted therein is inserted into the butted connection pieces 3 and 3 to form a lining plate. 1 are connected in the width direction, so that a lining plate 1 having a desired width in which anticorrosion processing is applied to a connection portion can be obtained. According to this joint member 4, connection from the rib piece 2 side of the lining plate 1 can be performed.
【0006】また、このような構造のライニングの施工
にあたっては、図12に示すように、ライニング板1が
コンクリートに添設される際の所定壁面5aを設けるた
めに、木材等よりなる型枠5を設置し、該型枠5に対し
て上記構成のライニング板1を複数接続させて張り付け
る。ライニング板1の張り付けは、型枠5の壁面5aに
対して平坦に形成された他方の面を添うようにして配設
させた後、リブ片2が設けられた一方の面側から釘6を
打ち込むことにより行われる。[0006] When the lining having such a structure is constructed, as shown in Fig. 12, a formwork 5 made of wood or the like is provided to provide a predetermined wall surface 5a when the lining plate 1 is attached to concrete. Is installed, and a plurality of lining plates 1 having the above-described configuration are connected to the form 5 and attached. After the lining plate 1 is attached so that the other flat surface is attached to the wall surface 5a of the formwork 5, the nail 6 is attached from one surface side on which the rib pieces 2 are provided. It is performed by driving.
【0007】ここで、必要に応じてライニング板1を長
手方向に連続させる場合には、それぞれ長手方向の端面
を突き合わせて型枠5に張り付ける。そして、突き合わ
された各ライニング板1,1間の目地部分7に軟質の合
成樹脂等よりなる充填材を埋め込むことによって、長手
方向に連続し、目地部分7に防食加工が施された所望の
長さのライニング板1を得られるようになっている。Here, when the lining plate 1 is to be made continuous in the longitudinal direction as required, the end surfaces in the longitudinal direction are abutted to each other, and the lining plate 1 is attached to the formwork 5. By embedding a filler made of a soft synthetic resin or the like in the joint portion 7 between the butted lining plates 1, 1, the desired length of the joint portion 7 that is continuous in the longitudinal direction and is subjected to anticorrosion processing is provided. Lining plate 1 can be obtained.
【0008】そして、ライニング板1のリブ片2側にコ
ンクリート8を打設してコンクリート8が養生された後
に上記型枠5を外し、打ち込まれた釘6の突出部分を切
除する。なお、釘6の打ち込み部分においても同様に、
軟質の合成樹脂等よりなる充填材が埋め込まれて防食加
工が施される。このようにして、内壁面にライニングが
添設被覆されたコンクリート構造物が形成される。After the concrete 8 is cast on the rib piece 2 side of the lining plate 1 and the concrete 8 is cured, the form 5 is removed, and the projecting portion of the nail 6 is cut off. In addition, similarly, in the driving portion of the nail 6,
A filler made of a soft synthetic resin or the like is embedded to perform anticorrosion processing. In this way, a concrete structure in which the inner wall surface is covered with the lining is formed.
【0009】[0009]
【発明が解決しようとする課題】しかしながら、上述し
た従来のライニング構造では、ライニング板1の長手方
向の端部において、他のライニング板1との接続および
その部分の防食をなす構成がないために、他のライニン
グ板1と長手方向に連続させる際には、それぞれの端部
を突き合わせ、その目地部分7に軟質の合成樹脂等より
なる充填材を埋め込んで防食加工が施されているが、こ
のような突き合わせによる連続構成、および充填材によ
る防食加工では、充填材の埋め込みが適度に行えず、十
分な防食効果を得ることができないという問題があっ
た。However, in the above-mentioned conventional lining structure, there is no structure at the longitudinal end of the lining plate 1 for connecting to another lining plate 1 and preventing corrosion of the portion. When the lining plate 1 is made continuous with the other lining plate 1 in the longitudinal direction, the ends are abutted, and a filler made of a soft synthetic resin or the like is embedded in the joint portion 7 to perform anticorrosion processing. In the continuous configuration by such abutting and the anticorrosion processing by the filler, there is a problem that the filler cannot be appropriately embedded and a sufficient anticorrosion effect cannot be obtained.
【0010】また、従来のライニングの施工では、ライ
ニング板1を長手方向に連続することにより生じる目地
部分7が、特に壁,天井,床,梁によって形成される入
隅および出隅に多く生じるため、このような場所に対し
て充填材を埋め込む作業を容易に行うことができず、施
工時間を要するという問題があった。In addition, in the conventional lining construction, joints 7 generated by connecting the lining plates 1 in the longitudinal direction are often generated particularly at the corners inside and outside the corners formed by walls, ceilings, floors and beams. However, the work of embedding the filler in such a place cannot be easily performed, and there is a problem that a construction time is required.
【0011】また、釘6の打ち込み部分においても同様
で、充填材による防食加工では、十分な防食効果を得る
ことができないとともに、作業を容易に行えないという
問題があり、加えて釘6の打ち込み部分が施工後のライ
ニング面より見受けられるので見栄えが悪いという問題
が生じてしまう。さらに、施工後の釘6の見栄えが悪い
ことにより、釘6の打ち込む数に制限が生じ、これによ
ってライニング板1の型枠5に対する固定が十分に行わ
れない恐れがあるという問題があった。The same applies to the nailed portion where the nail 6 is driven. In addition, a sufficient anticorrosion effect cannot be obtained by the anticorrosion process using the filler, and the work cannot be easily performed. Since the part can be seen from the lining surface after construction, there is a problem that the appearance is poor. Furthermore, the appearance of the nail 6 after the construction is poor, so that the number of nails 6 to be driven is limited, thereby causing a problem that the lining plate 1 may not be sufficiently fixed to the formwork 5.
【0012】そこで本発明は、上記課題を解消するため
に、容易な作業で、十分な防食効果を得ることができる
とともに、施工後の見栄えを向上することができるライ
ニング構造の施工方法を提供することを目的としてい
る。In order to solve the above-mentioned problems, the present invention provides a method for constructing a lining structure capable of obtaining a sufficient anticorrosion effect with an easy operation and improving the appearance after the construction. It is intended to be.
【0013】[0013]
【課題を解決するための手段】上記目的を達成するため
本発明の施工方法によって施工されるライニング構造
は、硬質合成樹脂より短冊平板状に形成され、一方の面
に互いに平行かつ等間隔で幅方向に併設されて長手方向
に連続する多数のリブ片2を有したライニング板1と、
硬質合成樹脂より長体に形成され、所定の側面に長手方
向に連続する嵌合溝11を有し、長手方向に複数連続さ
れる前記ライニング板1,1の間に介在される接合部材
10と、硬質合成樹脂より長体平板状に形成されて前記
ライニング板1と接合部材10との間の目地部分7を覆
う隠蔽片14と、該隠蔽片14の長手方向に沿って一体
に設けられ前記接合部材10の嵌合溝11に嵌合し得る
嵌合片15とを有した隠蔽部材13と、を備えている。In order to achieve the above object, the lining structure constructed by the construction method of the present invention is formed of a rigid synthetic resin into a rectangular flat plate shape, and has a width parallel to one surface at equal intervals. A lining plate 1 that has a number of rib pieces 2 that are arranged side by side and are continuous in the longitudinal direction,
A joining member 10 which is made of a hard synthetic resin and has an elongated shape and has a fitting groove 11 which is continuous in the longitudinal direction on a predetermined side surface and is interposed between a plurality of the lining plates 1 and 1 which are continuous in the longitudinal direction. A concealing piece 14 formed of a hard synthetic resin in the shape of an elongated flat plate and covering the joint portion 7 between the lining plate 1 and the joining member 10, and the concealing piece 14 provided integrally along the longitudinal direction of the concealing piece 14. The concealing member 13 having a fitting piece 15 that can be fitted into the fitting groove 11 of the joining member 10.
【0014】しかして、上記目的を達成するため本発明
によるライニング構造の施工方法は、コンクリート構造
物の内壁面を位置決めする所定壁面5aを形成し、長体
に形成され所定の側面に長手方向に連続する嵌合溝11
を有した接合部材10を前記壁面5aの所定位置に対し
て嵌合溝11が前記壁面5a側に向くように固定し、短
冊平板状に形成され一方の面に互いに平行かつ等間隔で
幅方向に併設されて長手方向に連続する多数のリブ片2
を有した複数のライニング板1を前記壁面5aに対して
他方の面が前記壁面5aに添うようにするとともに、前
記接合部材10の幅方向各側面に長手方向の端部を当接
させて固定し、ライニング板1のリブ片2側にコンクリ
ート8を打設・養生させた後に前記壁面5aを取り外
し、長体平板状の隠蔽片14と、該隠蔽片14の長手方
向に沿って一体に設けられた嵌合片15とを有した隠蔽
部材13を前記接合部材10に対して前記嵌合片15を
前記嵌合溝11に嵌合させるとともに、前記ライニング
板1と接合部材10との間の目地部分7を前記隠蔽片1
4にて覆うように接着手段を介して接着することを特徴
としている。Therefore, in order to achieve the above object, the method for constructing a lining structure according to the present invention forms a predetermined wall surface 5a for positioning the inner wall surface of a concrete structure, and forms a long body in a longitudinal direction on a predetermined side surface. Continuous fitting groove 11
The joining member 10 having the above is fixed to the predetermined position of the wall surface 5a so that the fitting groove 11 faces the wall surface 5a side, and is formed in a rectangular plate shape, and is parallel to one surface at equal intervals in the width direction. A number of rib pieces 2 that are attached to the side and are continuous in the longitudinal direction
The plurality of lining plates 1 having the above are arranged such that the other surface is aligned with the wall surface 5a with respect to the wall surface 5a, and end portions in the longitudinal direction are brought into contact with the respective width direction side surfaces of the joining member 10 to be fixed. Then, after the concrete 8 is cast and cured on the rib piece 2 side of the lining plate 1, the wall surface 5a is removed, and the oblong piece 14 in the form of a flat plate and the hiding piece 14 are integrally provided along the longitudinal direction of the hiding piece 14. The concealing member 13 having the fitted fitting 15 is fitted into the fitting groove 11 with respect to the joining member 10, and between the lining plate 1 and the joining member 10. The joint portion 7 is replaced with the concealment piece 1
It is characterized in that it is adhered via an adhesive means so as to be covered with 4.
【0015】[0015]
【作用】まず、コンクリート構造物の内壁面を位置決め
する所定壁面5aの所定位置には、接合部材10が嵌合
溝11を壁面5a側に向くように固定される。次に、壁
面5aには、複数のライニング板1が他方の面を壁面5
aに添うようにするとともに、長手方向の端部を接合部
材10の幅方向各側面に当接させて固定される。そし
て、ライニング板1のリブ片2側にコンクリート8を打
設・養生させた後、前記壁面5aが取り外される。First, the joining member 10 is fixed to a predetermined position of the predetermined wall surface 5a for positioning the inner wall surface of the concrete structure so that the fitting groove 11 faces the wall surface 5a side. Next, on the wall surface 5a, a plurality of lining plates 1
a, and the end in the longitudinal direction abuts on each side surface in the width direction of the joining member 10 and is fixed. After the concrete 8 is cast and cured on the rib piece 2 side of the lining plate 1, the wall surface 5a is removed.
【0016】次に、打設・養生されたコンクリート8に
対して添設された接合部材10には、隠蔽部材13が嵌
合片15を接合部材10の嵌合溝11に嵌合することに
よって取り付けられるとともに、接合部材10を介在す
る各ライニング板1,1には、接着手段を介して隠蔽片
14が接着される。Next, the concealing member 13 fits the fitting piece 15 into the fitting groove 11 of the joining member 10 in the joining member 10 attached to the concrete 8 that has been cast and cured. At the same time, the concealing pieces 14 are bonded to the respective lining plates 1 and 1 with the bonding member 10 interposed therebetween through bonding means.
【0017】したがって、各ライニング板1,1と接合
部材10との間の目地部分7は、隠蔽片14によって覆
われることによって防食加工が施される。Therefore, the joint portions 7 between the lining plates 1 and 1 and the joining members 10 are covered with the concealing pieces 14 to perform anticorrosion processing.
【0018】[0018]
【実施例】以下、本発明の一実施例を図面を参照して具
体的に説明する。図1は本発明にかかる施工方法によっ
て施工されるライニング構造の一実施例を示すなお、以
下に説明する実施例において、上述した従来例と同一ま
たは同等部分には同一符号を付し、説明を省略する。DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be specifically described below with reference to the drawings. FIG. 1 shows an embodiment of a lining structure constructed by the construction method according to the present invention. In the embodiments described below, the same or like parts as those of the conventional example described above are designated by the same reference numerals, and the description thereof will be omitted. Omit it.
【0019】この実施例によるライニング構造は、ライ
ニング板1と、接合部材10と、隠蔽部材13とで構成
されている。The lining structure according to this embodiment includes a lining plate 1, a joining member 10, and a concealing member 13.
【0020】接合部材10は、図1に示すように硬質塩
化ビニル等の合成樹脂よりなる断面略M字形状の長体で
あって、一方の面の幅方向両縁近傍には、長手方向に連
続して平行する二つの嵌合溝11,11が形成されてい
る。また、嵌合溝11が形成された一方の面と相反する
他方の面の幅方向中央には、長手方向に連続する溝条1
2が形成されている。As shown in FIG. 1, the joining member 10 is a long body having a substantially M-shaped cross section made of a synthetic resin such as rigid vinyl chloride. Two continuous and parallel fitting grooves 11, 11 are formed. In the widthwise center of the other surface opposite to the one surface on which the fitting groove 11 is formed, a groove 1 continuous in the longitudinal direction is provided.
2 are formed.
【0021】隠蔽部材13は、前記ライニング板1およ
び接合部材10と同様に硬質塩化ビニル等の合成樹脂に
よりなる長体であって、平板状に形成された隠蔽片14
と、接合部材10の嵌合溝11に嵌まり得るように長手
方向に連続して突設された二つの嵌合片15,15とが
一体に形成され、以下に示す第一,第二および第三の構
成を有している。The concealing member 13 is a long member made of a synthetic resin such as hard vinyl chloride like the lining plate 1 and the joining member 10, and is a concealing piece 14 formed in a flat plate shape.
And two fitting pieces 15, 15 continuously projecting in the longitudinal direction so as to fit into the fitting groove 11 of the joining member 10 are integrally formed, and the first, second, and It has a third configuration.
【0022】第一の隠蔽部材13Aは、図2に示すよう
に隠蔽片14が短冊平板状に形成されていて、その一方
の面の中央部分に前記嵌合片15が設けられている。そ
して、嵌合片15を接合部材10に嵌合させた際に、隠
蔽片14の幅方向両縁が接合部材10の嵌合溝11を有
した面の幅方向両側より所定幅延出するように設けられ
ている。As shown in FIG. 2, the first concealing member 13A has a concealing piece 14 formed in a strip-like plate shape, and the fitting piece 15 is provided at a central portion of one surface thereof. Then, when the fitting piece 15 is fitted to the joining member 10, both edges in the width direction of the concealing piece 14 extend a predetermined width from both sides in the width direction of the surface of the joining member 10 having the fitting groove 11. It is provided in.
【0023】第二の隠蔽部材13Bは、図3に示すよう
に隠蔽片14が断面略L字形状に形成されていて、屈曲
された隠蔽片14の外角部分近傍に前記嵌合片15が設
けられている。具体的な嵌合片15の設けられた位置と
しては、嵌合片15を接合部材10に嵌合させた際に、
嵌合片15を有していない隠蔽片14の一側面と接合部
材10の側面とが面一となるように設けられている。As shown in FIG. 3, the second concealing member 13B has a concealing piece 14 formed in a substantially L-shaped cross section, and the fitting piece 15 is provided near the outer corner of the bent concealing piece 14. Have been. As the specific position where the fitting piece 15 is provided, when the fitting piece 15 is fitted to the joining member 10,
One side surface of the concealing piece 14 having no fitting piece 15 and the side surface of the joining member 10 are provided so as to be flush.
【0024】第三の隠蔽部材13Cは、図4に示すよう
に隠蔽片14が断面略L字形状に形成されていて、屈曲
された隠蔽片14の内角部分近傍に前記嵌合片15が設
けられている。具体的な嵌合片15の設けられた位置と
しては、嵌合片15を接合部材10に嵌合させた際に、
嵌合片15を有していない隠蔽片14の一側面と接合部
材10の側面とが当接するように設けられている。As shown in FIG. 4, the third concealing member 13C has a concealing piece 14 formed in a substantially L-shaped cross section, and the fitting piece 15 is provided near an inner corner of the bent concealing piece 14. Have been. As the specific position where the fitting piece 15 is provided, when the fitting piece 15 is fitted to the joining member 10,
One side surface of the concealing piece 14 having no fitting piece 15 and a side surface of the joining member 10 are provided so as to contact each other.
【0025】以下、上記構成によるライニングの施工方
法、すなわちコンクリート構造物の施工手順を説明す
る。Hereinafter, the lining construction method of the above configuration, that is, the construction procedure of a concrete structure will be described.
【0026】まず、壁,天井,床等の平坦面にライニン
グを施工する場合、図5(a)に示すように、ライニン
グ板1がコンクリートに添設される際の所定壁面5aを
設けるために、木材等よりなる型枠5を設置する。そし
て、型枠5の壁面5aに対し、各ライニング板1,1の
長手方向の端部間の接続部分となる境界に沿って接合部
材10を取り付ける。First, when lining is performed on a flat surface such as a wall, a ceiling, a floor, etc., as shown in FIG. 5 (a), in order to provide a predetermined wall surface 5a when the lining plate 1 is attached to concrete. A mold 5 made of wood or the like is installed. Then, the joining member 10 is attached to the wall surface 5a of the formwork 5 along a boundary serving as a connection portion between the ends of the lining plates 1 and 1 in the longitudinal direction.
【0027】接合部材10の型枠5に対する取り付け
は、嵌合溝11を壁面5a側に向けるとともに、後に取
り付けるライニング板1のリブ片2と直交する方向に延
長するように位置させる。そして、予め接合部材10の
溝条12の任意位置に貫通孔を設けておき、この貫通孔
に対して溝条12側から硬質の合成樹脂よりなる釘6を
打ち込むことによって接合部材10が型枠5に固定され
る。The joint member 10 is attached to the formwork 5 with the fitting groove 11 facing the wall 5a and extending in a direction perpendicular to the rib pieces 2 of the lining plate 1 to be attached later. Then, a through-hole is provided in advance at an arbitrary position of the groove 12 of the joining member 10, and a nail 6 made of a hard synthetic resin is driven into the through-hole from the groove 12 side, so that the joining member 10 Fixed to 5.
【0028】ゆえに、溝条12により、接合部材10を
型枠5に固定する釘6の打ち込み箇所が位置決めされる
ので、誤って嵌合溝11内に貫通するように釘6を打ち
込む恐れがなく、接合部材10の固定に要する時間を短
縮することができる。Therefore, the location where the nail 6 for fixing the joining member 10 to the formwork 5 is driven is determined by the groove 12, so that there is no danger that the nail 6 will be accidentally driven into the fitting groove 11. In addition, the time required for fixing the joining member 10 can be reduced.
【0029】続いて、ライニング板1を平坦に形成され
た他方の面が型枠5の壁面5aに添うようにするととも
に、接合部材10の幅方向各側面に対して長手方向の端
部を当接させて型枠5に取り付ける。Subsequently, the other flat surface of the lining plate 1 is made to adhere to the wall surface 5a of the mold frame 5, and the longitudinal end of each of the side surfaces in the width direction of the joining member 10 is applied. And attached to the formwork 5.
【0030】ライニング板1の型枠5に対する取り付け
は、接合部材10に当接するライニング板1の端部の所
定位置に貫通孔を設けておき、この貫通孔に対してリブ
側から硬質の合成樹脂よりなる釘6を打ち込むことによ
ってライニング板1が型枠5に固定される。The lining plate 1 is attached to the mold frame 5 by providing a through hole at a predetermined position at an end of the lining plate 1 which comes into contact with the joining member 10, and a hard synthetic resin is formed from the rib side to the through hole. The lining plate 1 is fixed to the formwork 5 by driving in a nail 6 made of.
【0031】そして、接合部材10の幅方向両側に対し
て同様にライニング板1を当接させて型枠5に取り付け
ることにより、ライニング板1の長手方向の接続部分に
接合部材10が介在される。なお、ライニング板1の幅
方向に関しては、鉤状部分を突き合わせ、断面略コ字形
状のジョイント部材4を嵌合させて接続する。Then, the lining plate 1 is similarly brought into contact with both sides in the width direction of the joining member 10 and is attached to the formwork 5, so that the joining member 10 is interposed at the connection portion in the longitudinal direction of the lining plate 1. . Note that, in the width direction of the lining plate 1, the hook-shaped portions are abutted, and a joint member 4 having a substantially U-shaped cross section is fitted and connected.
【0032】このように型枠5に複数のライニング板1
を固定させた後、図5(b)に示すようにライニング板
1のリブ片2側に鉄筋を組み立てるとともに、リブ片2
側にコンクリート8を打設する。さらに、コンクリート
8を養生させた後に型枠5を外し、打ち込まれた釘6の
突出部分をハンマー等で叩いて切除する。As described above, the plurality of lining plates 1 are
After fixing, the rebar is assembled on the rib piece 2 side of the lining plate 1 as shown in FIG.
Place concrete 8 on the side. Further, after the concrete 8 is cured, the form 5 is removed, and the projected portion of the nail 6 that has been driven is cut off by hitting with a hammer or the like.
【0033】そして、ライニング板1の平坦面のゴミ等
を除去し、第一の隠蔽部材13Aの隠蔽片14に対して
嵌合片15が設けられた側に接着材および軟質合成樹脂
よりなる接着手段としての充填材を塗布し、嵌合片15
を接合部材10の嵌合溝11に嵌合させる。Then, dust and the like on the flat surface of the lining plate 1 are removed, and an adhesive made of an adhesive and a soft synthetic resin is attached to the concealing piece 14 of the first concealing member 13A on the side where the fitting piece 15 is provided. Applying a filler as a means,
Into the fitting groove 11 of the joining member 10.
【0034】なお、接合部材10の嵌合溝11側の面に
は、図示しない貼着シートが接合部材10の長さに沿っ
て設けられていて、施工の際、第一の隠蔽部材13Aを
取り付ける直前に貼着シートを剥がすことにより、嵌合
溝11内へのゴミ等の進入を防止することができる。An adhesive sheet (not shown) is provided along the length of the joining member 10 on the surface of the joining member 10 on the fitting groove 11 side. By peeling off the adhesive sheet immediately before attachment, entry of dust and the like into the fitting groove 11 can be prevented.
【0035】これにより、ライニング板1と接合部材1
0との目地部分7が隠蔽片14により隠蔽されて防食加
工が施される。また、ライニング板1を型枠5に固定す
る釘6の打ち込み部分においても、ライニング板1を型
枠5に固定する際に、隠蔽片14が隠蔽し得る所定範囲
に打ち込むことにより隠蔽片14によって隠蔽されると
ともに防食加工が施される。このようにして、壁,天
井,床等の平坦面にライニングが添設被覆されたコンク
リート構造物が形成される。Thus, the lining plate 1 and the joining member 1
The joint portion 7 with 0 is concealed by the concealing piece 14 and subjected to anticorrosion processing. Also, at the driving portion of the nail 6 for fixing the lining plate 1 to the formwork 5, when the lining plate 1 is fixed to the formwork 5, the concealing piece 14 is driven into the predetermined range where the concealing piece 14 can conceal. It is concealed and subjected to anticorrosion processing. In this way, a concrete structure in which a lining is additionally provided on a flat surface such as a wall, a ceiling, and a floor is formed.
【0036】次に、壁および天井等によりなる入隅にラ
イニングを施工する場合、図6(a)に示すように平坦
面の際と同様にライニング板1がコンクリートに添設さ
れる際の所定壁面5aを設けるために、木材等よりなる
型枠5を設置する。そして、型枠5における隅部の天井
側に対し、嵌合溝11を壁面5a側に向けて溝条12側
から硬質の合成樹脂よりなる釘6を打ち込み接合部材1
0を固定する。さらに、型枠5における壁側および天井
側に対して、接合部材10を間に介在するように各ライ
ニング板1,1を固定する。Next, when the lining is to be formed at the corner formed by the wall and the ceiling, etc., as shown in FIG. In order to provide the wall surface 5a, a formwork 5 made of wood or the like is installed. Then, a nail 6 made of a hard synthetic resin is driven into the joining member 1 with the fitting groove 11 facing the wall surface 5a and the groove 6 facing the ceiling side of the corner of the form 5.
0 is fixed. Further, the lining plates 1, 1 are fixed to the wall side and the ceiling side of the formwork 5 with the joining member 10 interposed therebetween.
【0037】そして、型枠5に複数のライニング板1を
固定させた後、ライニング板1のリブ片2側に鉄筋を組
み立てるとともに、図6(b)に示すようにリブ片2側
にコンクリート8を打設・養生させた後に型枠5を外
す。そして、ライニング板1の平坦面のゴミ等を除去
し、第二の隠蔽部材13Bの隠蔽片14に対し、嵌合片
15が設けられた側としての屈曲された外側に接着材お
よび充填材を塗布して、嵌合片15を接合部材10の嵌
合溝11に嵌合させる。After the plurality of lining plates 1 are fixed to the form 5, rebar is assembled on the side of the ribs 2 of the lining plate 1, and concrete 8 is placed on the side of the ribs 2 as shown in FIG. After casting and curing, the mold 5 is removed. Then, dust and the like on the flat surface of the lining plate 1 are removed, and an adhesive and a filler are applied to the concealing piece 14 of the second concealing member 13B on the bent outer side on which the fitting piece 15 is provided. After application, the fitting piece 15 is fitted into the fitting groove 11 of the joining member 10.
【0038】なお、接合部材10の嵌合溝11側の面に
は、図示しない貼着シートが接合部材10の長さに沿っ
て設けられていて、施工の際、第二の隠蔽部材13Bを
取り付ける直前に貼着シートを剥がすことにより、嵌合
溝11内へのゴミ等の進入を防止することができる。A bonding sheet (not shown) is provided along the length of the joining member 10 on the surface of the joining member 10 on the fitting groove 11 side. By peeling off the adhesive sheet immediately before attachment, entry of dust and the like into the fitting groove 11 can be prevented.
【0039】これにより、ライニング板1と接合部材1
0との目地部分7が隠蔽片14により隠蔽されて防食加
工が施される。また、ライニング板1を型枠5に固定す
る釘6の打ち込み部分においても、隠蔽片14によって
隠蔽されるとともに防食加工が施される。このようにし
て、入隅にライニングが添設被覆される。Thus, the lining plate 1 and the joining member 1
The joint portion 7 with 0 is concealed by the concealing piece 14 and subjected to anticorrosion processing. Also, the portion where the nail 6 for fixing the lining plate 1 to the formwork 5 is driven is concealed by the concealing piece 14 and is subjected to anticorrosion processing. In this way, the lining is additionally coated at the corner.
【0040】なお、接合部材10の固定位置は、隅部の
天井側に限らず隅部の壁側に固定してもよい。The fixing position of the joining member 10 is not limited to the ceiling side of the corner, but may be fixed to the wall side of the corner.
【0041】次に、梁等によりなる出隅にライニングを
施工する場合、図7(a)に示すようにライニング板1
がコンクリートに添設される際の所定壁面5aを設ける
ために、木材等よりなる型枠5を設置する。そして、型
枠5における隅部の垂直壁面側に対し、嵌合溝11を壁
面5a側に向けて溝条12側から硬質の合成樹脂よりな
る釘6を打ち込み接合部材10を固定する。さらに、型
枠5における水平壁面および垂直壁面に対して、接合部
材10を間に介在するように各ライニング板1,1を固
定する。Next, when the lining is to be formed at the protruding corner made of a beam or the like, as shown in FIG.
In order to provide a predetermined wall surface 5a when is attached to concrete, a formwork 5 made of wood or the like is installed. Then, a nail 6 made of a hard synthetic resin is driven into the fitting wall 11 from the groove 12 side to the vertical wall surface side of the corner of the form 5 with the fitting groove 11 facing the wall surface 5a side, and the joining member 10 is fixed. Further, the lining plates 1 and 1 are fixed to the horizontal wall surface and the vertical wall surface of the mold 5 so that the joining member 10 is interposed therebetween.
【0042】そして、型枠5に複数のライニング板1を
固定させた後、ライニング板1のリブ片2側に鉄筋を組
み立てるとともに、図7(b)に示すようにリブ片2側
にコンクリート8を打設・養生させた後に型枠5を外
す。そして、ライニング板1の平坦面のゴミ等を除去
し、第三の隠蔽部材13Cの隠蔽片14に対し、嵌合片
15が設けられた側としての屈曲された内側に接着材お
よび充填材を塗布して、嵌合片15を接合部材10の嵌
合溝11に嵌合させる。After the plurality of lining plates 1 are fixed to the formwork 5, a reinforcing bar is assembled on the side of the rib 2 of the lining plate 1, and concrete 8 is placed on the side of the rib 2 as shown in FIG. After casting and curing, the mold 5 is removed. Then, dust and the like on the flat surface of the lining plate 1 are removed, and an adhesive and a filler are applied to the concealing piece 14 of the third concealing member 13C on the bent inner side on which the fitting piece 15 is provided. After application, the fitting piece 15 is fitted into the fitting groove 11 of the joining member 10.
【0043】なお、接合部材10の嵌合溝11側の面に
は、図示しない貼着シートが接合部材10の長さに沿っ
て設けられていて、施工の際、第三の隠蔽部材13Cを
取り付ける直前に貼着シートを剥がすことにより、嵌合
溝11内へのゴミ等の進入を防止することができる。An adhesive sheet (not shown) is provided along the length of the joining member 10 on the surface of the joining member 10 on the fitting groove 11 side. By peeling off the adhesive sheet immediately before attachment, entry of dust and the like into the fitting groove 11 can be prevented.
【0044】これにより、ライニング板1と接合部材1
0との目地部分7が隠蔽片14により隠蔽されて防食加
工が施される。また、ライニング板1を型枠5に固定す
る釘6の打ち込み部分においても、隠蔽片14によって
隠蔽されるとともに防食加工が施される。このようにし
て、出隅にライニングが添設被覆される。Thus, the lining plate 1 and the joining member 1
The joint portion 7 with 0 is concealed by the concealing piece 14 and subjected to anticorrosion processing. Also, the portion where the nail 6 for fixing the lining plate 1 to the formwork 5 is driven is concealed by the concealing piece 14 and is subjected to anticorrosion processing. In this way, the lining is additionally coated at the protruding corner.
【0045】なお、接合部材10の固定位置は、隅部の
垂直壁面側に限らず隅部の水平壁面側に固定してもよ
い。The fixing position of the joining member 10 is not limited to the vertical wall surface of the corner, but may be fixed to the horizontal wall surface of the corner.
【0046】したがって、このように構成されたライニ
ング構造では、各ライニング板1,1の長手方向の接続
部分に介在される接合部材10を備えるとともに、平坦
面,入隅および出隅のそれぞれの箇所に対応した隠蔽片
14を有して接合部材10に嵌合される第一の隠蔽部材
13A,第二の隠蔽部材13Bおよび第三の隠蔽部材1
3Cを備えたことにより、各ライニング板1,1の長手
方向の接続が容易に行えるとともに、十分な防食効果を
得ることができる。Therefore, the lining structure thus configured includes the joining member 10 interposed between the connecting portions in the longitudinal direction of the lining plates 1 and 1 and the flat surface, the inside corner and the outside corner. The first concealing member 13A, the second concealing member 13B, and the third concealing member 1 that have the concealing pieces 14 corresponding to
The provision of the 3C makes it possible to easily connect the lining plates 1 and 1 in the longitudinal direction and to obtain a sufficient anticorrosion effect.
【0047】また、第一の隠蔽部材13A,第二の隠蔽
部材13Bおよび第三の隠蔽部材13Cをなす隠蔽片1
4により、各隠蔽部材13A,13B,13Cを接合部
材10に嵌合させて各ライニング板1,1の接続部分の
防食効果を得る際に、同時に接合部材10およびライニ
ング板1を型枠5に固定するために打ち込まれた釘6の
打ち込み部分に対して、隠蔽および防食加工を施すの
で、施工後の見栄えをよくすることができる。The concealing piece 1 forming the first concealing member 13A, the second concealing member 13B and the third concealing member 13C
According to 4, when the concealing members 13A, 13B, and 13C are fitted to the joining member 10 to obtain the anticorrosion effect of the connection portion between the lining plates 1 and 1, the joining member 10 and the lining plate 1 are simultaneously attached to the formwork 5. Since the concealing and anticorrosion processing is performed on the driven portion of the nail 6 driven for fixing, the appearance after construction can be improved.
【0048】そして、釘6の打ち込み部分が隠蔽される
ことにより、各隠蔽部材13A,13B,13Cの隠蔽
片14による隠蔽範囲内であれば、釘6の打ち込む数な
どを考慮する必要がないので、接合部材10およびライ
ニング板1を型枠5に対して十分に固定することができ
る。Since the driving portion of the nail 6 is concealed, it is not necessary to consider the number of nails to be driven and the like, as long as it is within the concealing range of the concealing pieces 14 of the concealing members 13A, 13B, 13C. The joining member 10 and the lining plate 1 can be sufficiently fixed to the mold 5.
【0049】さらに、このようなライニングの施工方法
では、コンクリート構造物の内壁面を位置決めするため
に設置された型枠5の壁面5aに対して、各ライニング
板1,1の長手方向の接続部分に介在するように接合部
材10を固定し、コンクリート8を打設・養生させて、
型枠5を外した後に、接合部材10に対して、平坦面,
入隅および出隅のそれぞれの箇所に対応した第一の隠蔽
部材13A,第二の隠蔽部材13Bおよび第三の隠蔽部
材13Cを嵌合させる手順としたので、各目地部分7,
7に対して総括して防食加工を施すことが可能となり、
また、同時に釘6の打ち込み部分に対しても防食加工が
施されるので、作業が容易となり作業時間を大幅に削減
することができる。Further, in such a lining construction method, the longitudinal connecting portions of the lining plates 1, 1 are connected to the wall surface 5a of the formwork 5 installed for positioning the inner wall surface of the concrete structure. The joining member 10 is fixed so as to be interposed in the concrete 8 and the concrete 8 is cast and cured.
After removing the mold 5, a flat surface,
Since the first concealing member 13A, the second concealing member 13B, and the third concealing member 13C corresponding to each of the entrance corner and the exit corner were fitted, the joint portions 7,
It becomes possible to apply anticorrosion processing to 7 as a whole,
At the same time, since the anticorrosion processing is applied to the nailed portion, the work is facilitated and the work time can be greatly reduced.
【0050】なお、上述した実施例では、接合部材10
に二つの嵌合溝11,11が併設されており、これに伴
って各隠蔽部材13A,13B,13Cにおいても二つ
の嵌合片15,15が設けられているが、嵌合溝11お
よび嵌合片15は、それぞれ単一であってもよく、この
ような構成でも上述した実施例と同様の効果を得ること
ができる。In the embodiment described above, the joining member 10
Are provided with two fitting grooves 11, and two concealing members 13A, 13B, 13C are also provided with two fitting pieces 15, 15, respectively. Each piece 15 may be a single piece. Even with such a configuration, the same effect as in the above-described embodiment can be obtained.
【0051】ところで、入隅に対応する他の実施例とし
て、図8に示すような接合部材10および第四の隠蔽部
材13Dを採用することができ、この構成について以下
に説明する。接合部材10は、硬質塩化ビニル等の合成
樹脂によりなる断面略L字形状の長体であって、それぞ
れ屈曲した内面に嵌合溝11が設けられるとともに、屈
曲された一方の外面には嵌合溝11と干渉しない位置を
示す溝条12が設けられている。By the way, as another embodiment corresponding to the corner, a joining member 10 and a fourth concealing member 13D as shown in FIG. 8 can be adopted, and this configuration will be described below. The joining member 10 is a long body having a substantially L-shaped cross section made of a synthetic resin such as hard vinyl chloride, and has a fitting groove 11 provided on each bent inner surface, and a fitting groove 11 fitted on one of the bent outer surfaces. A groove 12 indicating a position that does not interfere with the groove 11 is provided.
【0052】第四の隠蔽部材13Dは、隠蔽片14が短
冊平板状に形成されていて、その一方の面の幅方向端部
近傍に単一の嵌合片15が設けられている。The fourth concealing member 13D has a concealing piece 14 formed in a strip-like plate shape, and a single fitting piece 15 is provided in the vicinity of one widthwise end of one surface.
【0053】施工の際には、接合部材10を嵌合溝11
が壁面5a側に向くように型枠5の隅部分に固定し、壁
側および天井側にライニング板1を固定する。そして、
コンクリート8を打設・養生して型枠5を外した後、そ
れぞれの嵌合溝11に対して、それぞれ第四の隠蔽部材
13D,13Dを嵌合させることによりライニングが施
工される。At the time of construction, the joining member 10 is
Are fixed to the corners of the formwork 5 so that they face the wall 5a, and the lining plate 1 is fixed to the wall and the ceiling. And
After placing and curing the concrete 8 and removing the form 5, the lining is constructed by fitting the fourth concealing members 13 </ b> D into the respective fitting grooves 11.
【0054】さらに、出隅においても、図9に示すよう
な他の実施例としての接合部材10および上述した第四
の隠蔽部材13Dが採用される。接合部材10は、硬質
塩化ビニル等の合成樹脂によりなる断面略L字形状の長
体であって、それぞれ屈曲した外面に嵌合溝11が設け
られるとともに、屈曲された一方の内面には嵌合溝11
と干渉しない位置を示す溝条12が設けられている。Further, the joining member 10 as another embodiment as shown in FIG. 9 and the above-mentioned fourth concealing member 13D are also employed in the protruding corner. The joining member 10 is a long body having a substantially L-shaped cross section made of a synthetic resin such as hard vinyl chloride. The fitting member 11 is provided with a fitting groove 11 on a bent outer surface, and is fitted on one of the bent inner surfaces. Groove 11
Groove 12 indicating a position not interfering with the groove.
【0055】施工の際には、接合部材10を嵌合溝11
が壁面5a側に向くように型枠5の隅部分に固定し、垂
直壁面側および水平壁面側にライニング板1を固定す
る。そして、コンクリート8を打設・養生して型枠5を
外した後、それぞれの嵌合溝11に対して、それぞれ第
四の隠蔽部材13D,13Dを嵌合させることによりラ
イニングが施工される。At the time of construction, the joining member 10 is
Are fixed to the corners of the formwork 5 so as to face the wall 5a, and the lining plate 1 is fixed to the vertical wall and the horizontal wall. Then, after the concrete 8 is cast and cured, and the formwork 5 is removed, the lining is constructed by fitting the fourth concealing members 13D, 13D into the respective fitting grooves 11, respectively.
【0056】このように、他の実施例によるライニング
構造であっても、上述した実施例と同様の効果を得るこ
とができる。また、施工においても、上述した実施例と
同様の効果を得ることができる。As described above, even with the lining structure according to the other embodiment, the same effect as that of the above-described embodiment can be obtained. Also, in the construction, the same effect as in the above-described embodiment can be obtained.
【0057】さらに、他の実施例においても、接合部材
10の嵌合溝11側の面に、貼着シートが接合部材10
の長さに沿って設けられていて、施工の際、第四の隠蔽
部材13Dを取り付ける直前に貼着シートを剥がすこと
により、嵌合溝11内へのゴミ等の進入を防止すること
ができる。Further, in another embodiment, an adhesive sheet is provided on the surface of the joining member 10 on the fitting groove 11 side.
, And at the time of construction, it is possible to prevent the entry of dust and the like into the fitting groove 11 by peeling off the adhesive sheet immediately before attaching the fourth concealing member 13D. .
【0058】なお、上述した全ての実施例において、隠
蔽部材13の嵌合片15は、隠蔽片14の長手方向に沿
って連続して設けられていると説明したが、この限りで
なく、隠蔽片14の長手方向に沿って断続的に設けられ
ていてもよい。In all the above-described embodiments, the fitting piece 15 of the concealing member 13 has been described as being provided continuously along the longitudinal direction of the concealing piece 14. However, the present invention is not limited to this. It may be provided intermittently along the longitudinal direction of the piece 14.
【0059】[0059]
【発明の効果】以上説明したように本発明によるライニ
ング構造の施工方法によれば、各ライニング板の長手方
向の接続部分に介在される接合部材を備えるとともに、
接合部材の嵌合溝に対して嵌合される嵌合片と、各ライ
ニング板と接合部材との間の目地部分を覆う隠蔽片とを
有した隠蔽部材を備えたことにより、各ライニング板の
長手方向の接続部分において十分な防食効果を得ること
ができる。As described above, according to the method of constructing a lining structure of the present invention, the lining plate is provided with the joining member interposed at the connecting portion in the longitudinal direction,
By providing a concealing member having a fitting piece fitted into the fitting groove of the joining member and a hiding piece covering the joint portion between each lining plate and the joining member, A sufficient anticorrosion effect can be obtained at the connecting portion in the longitudinal direction.
【0060】さらに、隠蔽部材の隠蔽片により、各ライ
ニング板と接合部材との間の目地部分を覆われるので、
施工後の見栄えをよくすることができる。Further, the joint between the lining plate and the joining member is covered with the concealing piece of the concealing member.
The appearance after construction can be improved.
【0061】また、コンクリート構造物の内壁面を位置
決めする所定壁面に対して、各ライニング板の長手方向
の接続部分に介在するように接合部材を固定し、コンク
リートを打設・養生させた後に壁面を外し、接合部材に
対して隠蔽部材を嵌合させる手順としたので、各ライニ
ング板と接合部材との間の目地部分に対する防食加工を
容易に施すことが可能となり、作業時間を大幅に削減す
ることができる。Further, a joint member is fixed to a predetermined wall surface for positioning the inner wall surface of the concrete structure so as to intervene in a connecting portion in the longitudinal direction of each lining plate, and after the concrete is poured and cured, the wall surface is formed. Since the procedure is to remove the above and to fit the concealing member to the joining member, it becomes possible to easily perform anticorrosion processing on the joint portion between each lining plate and the joining member, and the working time is greatly reduced. be able to.
【図1】本発明の施工方法によって施工されるライニン
グ構造を構成する接合部材を示す斜視図。FIG. 1 is a perspective view showing a joining member constituting a lining structure constructed by a construction method of the present invention.
【図2】同ライニング構造を構成する第一の隠蔽部材を
示す斜視図。FIG. 2 is a perspective view showing a first concealing member forming the same lining structure.
【図3】同ライニング構造を構成する第二の隠蔽部材を
示す斜視図。FIG. 3 is a perspective view showing a second concealing member forming the same lining structure.
【図4】同ライニング構造を構成する第三の隠蔽部材を
示す斜視図。FIG. 4 is a perspective view showing a third concealing member forming the same lining structure.
【図5】(a),(b)同ライニング構造に用いるの第
一の隠蔽部材を採用した施工方法を示す側断面図。5A and 5B are side sectional views showing a construction method in which the first concealing member used in the lining structure is adopted.
【図6】(a),(b)同ライニング構造に用いる第二
の隠蔽部材を採用した施工方法を示す側断面図。6A and 6B are side sectional views showing a construction method in which a second concealing member used in the same lining structure is adopted.
【図7】(a),(b)同ライニング構造に用いる第三
の隠蔽部材を採用した施工方法を示す側断面図。7A and 7B are side sectional views showing a construction method in which a third concealing member used in the lining structure is adopted.
【図8】同ライニング構造の施工方法の他の例を示す側
断面図。FIG. 8 is a side sectional view showing another example of a method of constructing the lining structure.
【図9】同ライニング構造の施工方法のさらに他の例を
示す側断面図。FIG. 9 is a side sectional view showing still another example of a method of constructing the lining structure.
【図10】ライニング構造を構成するライニング板を示
す斜視図。FIG. 10 is a perspective view showing a lining plate constituting the lining structure.
【図11】同ライニング板の接続構成を示す平面図。FIG. 11 is a plan view showing a connection configuration of the lining plate.
【図12】従来のライニング構造の施工方法を示す側断
面図。FIG. 12 is a side sectional view showing a conventional lining structure construction method.
1…ライニング板、2…リブ片、5a…壁面、7…目地
部分、8…コンクリート、10…接合部材、11…嵌合
溝、13…隠蔽部材、14…隠蔽片、15…嵌合片。DESCRIPTION OF SYMBOLS 1 ... Lining plate, 2 ... Rib piece, 5a ... Wall surface, 7 ... Joint part, 8 ... Concrete, 10 ... Joining member, 11 ... Fitting groove, 13 ... Concealing member, 14 ... Concealing piece, 15 ... Fitting piece.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E04F 13/18 0231−2E E04F 13/18 F ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display area E04F 13/18 0231-2E E04F 13/18 F
Claims (1)
する所定壁面を形成し、 長体に形成され所定の側面に長手方向に連続する嵌合溝
を有した接合部材を前記壁面の所定位置に対して嵌合溝
が前記壁面側に向くように固定し、 短冊平板状に形成され一方の面に互いに平行かつ等間隔
で幅方向に併設されて長手方向に連続する多数のリブ片
を有した複数のライニング板を前記壁面に対して他方の
面が前記壁面に添うようにするとともに、前記接合部材
の幅方向各側面に長手方向の端部を当接させて固定し、 ライニング板のリブ片側にコンクリートを打設・養生さ
せた後に前記壁面を取り外し、 長体平板状の隠蔽片と、該隠蔽片の長手方向に沿って一
体に設けられた嵌合片とを有した隠蔽部材を前記接合部
材に対して前記嵌合片を前記嵌合溝に嵌合させるととも
に、前記ライニング板と接合部材との間の目地部分を前
記隠蔽片にて覆うように接着手段を介して接着すること
を特徴とするライニング構造の施工方法。1. A joining member which forms a predetermined wall surface for positioning an inner wall surface of a concrete structure, and which is formed into an elongated body and has a fitting groove continuous in the longitudinal direction on a predetermined side surface with respect to a predetermined position of the wall surface. Fixing so that the fitting groove faces the wall surface side, a plurality of rib pieces formed in the shape of a strip plate and having a plurality of rib pieces that are parallel to each other in the width direction at equal intervals and continuous in the longitudinal direction Of the lining plate with respect to the wall surface so that the other surface is along the wall surface, and end portions in the longitudinal direction are abutted and fixed to the width direction side surfaces of the joining member, and the lining plate is attached to one side of the rib. The wall surface is removed after the concrete is cast and cured, and the concealing member having the oblong plate-shaped concealing piece and the fitting piece integrally provided along the longitudinal direction of the concealing piece is used as the joining member. The fitting piece to the fitting groove Causes fitted, the construction method of lining structure, which comprises bonding the joint portion between the lining plate and the joint member through a bonding means to cover at the hidden piece.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7162205A JP2693403B2 (en) | 1995-06-28 | 1995-06-28 | Lining structure construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7162205A JP2693403B2 (en) | 1995-06-28 | 1995-06-28 | Lining structure construction method |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9107313A Division JPH1068164A (en) | 1997-04-24 | 1997-04-24 | Lining construction |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0913491A JPH0913491A (en) | 1997-01-14 |
JP2693403B2 true JP2693403B2 (en) | 1997-12-24 |
Family
ID=15749978
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7162205A Expired - Lifetime JP2693403B2 (en) | 1995-06-28 | 1995-06-28 | Lining structure construction method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2693403B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101513174B1 (en) * | 2013-11-04 | 2015-04-20 | 주식회사 트리렉스 | Lining apparatus for construction and Construction method of lining |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20020063082A (en) * | 2001-01-26 | 2002-08-01 | 주식회사 에이치엔씨 | Fitting Member for Finishing Concrete Surfaces |
KR100735735B1 (en) * | 2006-06-27 | 2007-07-06 | 한국건설기술연구원 | Connection structure of precast concrete composite frp deck units and precast concrete composite frp deck having such connection structure |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH083200B2 (en) * | 1993-11-30 | 1996-01-17 | テイヒュー株式会社 | Repair structure and repair method for inner wall surface of concrete tank |
-
1995
- 1995-06-28 JP JP7162205A patent/JP2693403B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101513174B1 (en) * | 2013-11-04 | 2015-04-20 | 주식회사 트리렉스 | Lining apparatus for construction and Construction method of lining |
Also Published As
Publication number | Publication date |
---|---|
JPH0913491A (en) | 1997-01-14 |
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