JP6485916B2 - Covered sheet joint structure - Google Patents

Covered sheet joint structure Download PDF

Info

Publication number
JP6485916B2
JP6485916B2 JP2015229230A JP2015229230A JP6485916B2 JP 6485916 B2 JP6485916 B2 JP 6485916B2 JP 2015229230 A JP2015229230 A JP 2015229230A JP 2015229230 A JP2015229230 A JP 2015229230A JP 6485916 B2 JP6485916 B2 JP 6485916B2
Authority
JP
Japan
Prior art keywords
side laminated
laminated member
sheet
fixing
covering
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.)
Active
Application number
JP2015229230A
Other languages
Japanese (ja)
Other versions
JP2017095981A (en
Inventor
矢口 直幸
直幸 矢口
田村 幸彦
幸彦 田村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Railway Technical Research Institute
Original Assignee
Railway Technical Research Institute
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Railway Technical Research Institute filed Critical Railway Technical Research Institute
Priority to JP2015229230A priority Critical patent/JP6485916B2/en
Publication of JP2017095981A publication Critical patent/JP2017095981A/en
Application granted granted Critical
Publication of JP6485916B2 publication Critical patent/JP6485916B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

この発明は、地表面を被覆する被覆シートを地表面上で接合する被覆シートの接合構造及び地表面を被覆する被覆シートを地表面上に固定する被覆シートの固定構造に関する。   The present invention relates to a joining structure of a covering sheet for joining a covering sheet covering the ground surface on the ground surface, and a fixing structure for the covering sheet for fixing the covering sheet covering the ground surface on the ground surface.

盛土法面への雨水の浸透による盛土体力の低下や浸食・表面崩壊を防止するために、法枠工、ブロック工、植生工、シートを用いた被覆工が用いられている。被覆工の中でも施工性に優れた高分子系遮水防草シートは、雑草の成長に対する評価が確立されていなかったが、公益財団法人鉄道総合技術研究所では、それらの評価方法を確立するとともに、施工性に優れ、長期間にわたり遮水防草効果を保持し、メンテナンスフリー化に加え、周辺環境との調和(景観)を考慮したのり面被覆シートを開発した。公益財団法人鉄道総合技術研究所では、遮水・防草性能を維持しながらより経済的な遮水防草シートの特許を取得している。   In order to prevent the decline of embankment physical strength and erosion / surface collapse due to infiltration of rainwater into the embankment slope, a frame work, a block work, a vegetation work, and a covering work using a sheet are used. Among the coating works, the polymer-based water-proof and herbicidal sheet with excellent workability has not been evaluated for the growth of weeds, but the Railway Technical Research Institute has established these evaluation methods, We have developed a slope covering sheet that is excellent in workability, maintains a water- and grass-proofing effect for a long period of time, is maintenance-free, and considers harmony with the surrounding environment (landscape). The Railway Technical Research Institute has obtained a patent for a more economical water and grass protection sheet while maintaining water and grass performance.

従来の地表防護シートは、第1の遮水防草シートの表面に形成された寸法安定布と、この寸法安定布の表面に形成された第2の遮水防草シートと、この第2の遮水防草シートの表面に形成された人工芝基布などを備えている(例えば、特許文献1参照)。このような従来の地表防護シートは、第1の遮水防草シートと第2の遮水防草シートとの間に寸法安定布を強固に融着することによって、第1及び第2の遮水防草シートが力や熱を受けたときに生ずる伸縮を寸法安定布によって抑制している。   The conventional surface protection sheet includes a dimension-stabilizing cloth formed on the surface of the first water-impervious weed-proof sheet, a second water-impervious weed-proof sheet formed on the surface of the dimension-stabilizing cloth, and the second water-impervious sheet. An artificial turf base cloth formed on the surface of the grass sheet is provided (for example, see Patent Document 1). Such a conventional surface protection sheet is obtained by firmly fusing a dimension-stabilizing cloth between the first water-impervious grass sheet and the second water-impervious grass sheet. Expansion and contraction that occurs when the sheet is subjected to force or heat is suppressed by the dimension stabilizing cloth.

従来の地表のり面防草保護シートは、表面層の表面に形成された改質アスファルト層と、この改質アスファルト層の表面に形成された基材層と、この基材層の表面に形成された改質アスファルト層と、この改質アスファルト層の表面に形成された無機質粒子の表面層とを備えている(例えば、特許文献2参照)。このような従来の地表面防草保護シートは、耐候・耐久性を有するアスファルト層によって長期間にわたり草がシートを貫通するのを防止している。   The conventional ground surface herbicidal protective sheet is formed on the surface of the modified asphalt layer formed on the surface layer, the base material layer formed on the surface of the modified asphalt layer, and the surface of the base material layer. A modified asphalt layer and a surface layer of inorganic particles formed on the surface of the modified asphalt layer (see, for example, Patent Document 2). Such a conventional ground surface herbicidal protective sheet prevents the grass from penetrating the sheet over a long period of time by an asphalt layer having weather resistance and durability.

従来の地表のり面保護シートは、設置表面保護層の表面に形成された雑草生育防止層と、この雑草生育防止層の表面に形成された中間遮水層と、この中間遮水層の表面に形成されたパイルタフト用基布層と、このパイルタフト用基布層の表面に形成されたパイル層とを備えている(例えば、特許文献3参照)。このような従来の地表のり面保護シートは、中間遮水層によって地中に水が浸入するのを防止するとともに、雑草生育防止層によって雑草の生育を防止している。   The conventional slope protection sheet for the ground surface has a weed growth prevention layer formed on the surface of the installation surface protection layer, an intermediate water shielding layer formed on the surface of the weed growth prevention layer, and a surface of the intermediate water shielding layer. The pile tuft base fabric layer is formed, and a pile layer is formed on the surface of the pile tuft base fabric layer (see, for example, Patent Document 3). Such a conventional slope protection sheet for the ground surface prevents water from entering the ground by the intermediate water-impervious layer and prevents the growth of weeds by the weed growth prevention layer.

次に、従来の遮水防草シートの施工方法(従来技術1)を説明する。
従来の遮水防草シートの施工方法(従来技術1)は、図25(A)に示すように整形後ののり面の表面に不織布を敷設する工程と、図25(B)に示す不織布の表面に人工芝を敷設する工程と、図25(C)に示す人工芝の表面にのり枠を設置する工程と、図25(D)に示すのり枠にアンカーピンを打設する工程と、図25(E)に示すのり肩にバラスト止めを設置する工程などを経て、図25(F)に示すように防水遮水シートの施工が完了する。図24(A)に示すように、従来の遮水防草シートの施工方法では、のり尻104cにおいて遮水防草シート105の下端部をのり枠106に打設されたアンカーピン110によって固定し、遮水防草シート105の下面に接着された接着防水シート105Cの下端部をのり面排水溝104dの内壁に接着している。図24(B)に示すように、従来の遮水防草シートの施工方法では、のり肩104bにおいて遮水防草シート105の上端部をのり枠106に打設されたアンカーピン110によって固定するとともに、バラスト止め104eの下面に遮水防草シート105の上端部を挟み込み、遮水防草シート105の不織布105Bを不織布止めピン110Bで固定し、遮水防草シート105の人工芝105Aを人工芝止めピン110Aで固定している。
Next, the construction method (prior art 1) of the conventional water-impervious grass protection sheet will be described.
As shown in FIG. 25 (A), the conventional water-impervious and weeding sheet construction method includes a step of laying a non-woven fabric on the surface of the slope after shaping, and the surface of the non-woven fabric shown in FIG. 25 (B). 25, the step of laying artificial turf on the surface, the step of installing a glue frame on the surface of the artificial turf shown in FIG. 25C, the step of placing anchor pins on the glue frame shown in FIG. 25D, and FIG. After the step of installing ballast stoppers on the glue shoulder shown in (E), the construction of the waterproof and water-impervious sheet is completed as shown in FIG. As shown in FIG. 24 (A), in the conventional method for constructing a water-impervious weed-proof sheet, the bottom end of the water-impervious weed-proof sheet 105 is fixed by anchor pins 110 placed on the glue frame 106 at the glue butt 104c. The lower end portion of the adhesive waterproof sheet 105C bonded to the lower surface of the water-proof grass sheet 105 is bonded to the inner wall of the slope drainage groove 104d. As shown in FIG. 24 (B), in the conventional construction method of the water-proof and grass-proof sheet, the upper end of the water-proof and grass-proof sheet 105 is fixed by the anchor pin 110 placed on the glue frame 106 at the glue shoulder 104b, The upper end portion of the impermeable grass sheet 105 is sandwiched between the bottom surface of the ballast stopper 104e, and the nonwoven fabric 105B of the impermeable grass sheet 105 is fixed with the nonwoven fabric fixing pin 110B. It is fixed.

次に、従来の遮水防草シートの施工方法(従来技術2)を説明する。
図26に示す従来の遮水防草シートの施工方法は、図26(A)に示すのり面の草刈りを実施する工程と、図26(B)に示すのり肩に遮水防草シートの固定用の溝を掘削する工程と、図26(C)に示す遮水防草シートの接続箇所に粘着テープを貼り付ける工程と、図26(D)に示すのり尻に遮水防草シートの固定用の溝を掘削する工程と、図26(E)に示すのり肩に遮水防草シートを固定する工程と、図26(F)(G)に示す遮水防草シート同士を粘着テープによって接続する工程と、図26(H)に示すのり肩の遮水防草シートを採石等によって埋め戻す工程と、図26(I)に示す遮水防草シートを抑えるためのアンカー削孔を実施する工程と、図26(J)に示す遮水防草シートを抑えるためにアンカーを打ち込む工程と、図26(K)(L)に示す遮水防草シートを抑える平鋼にアンカーナットを締め付ける工程と、図26(M)に示すのり尻に遮水防草シートを固定する工程と、図26(N)に示すのり尻の遮水防草シートを採石等によって埋め戻す工程などを経て、図26(O)に示すように防水遮水シートの施工が完了する。
Next, the construction method (prior art 2) of the conventional water-impervious grass protection sheet will be described.
The construction method of the conventional water-impervious weed sheet shown in FIG. 26 includes a step of mowing the slope shown in FIG. 26 (A) and a method for fixing the water-impervious weed sheet on the shoulder shown in FIG. 26 (B). A step of excavating the groove, a step of attaching an adhesive tape to the connection portion of the water-proof grass sheet shown in FIG. 26 (C), and a groove for fixing the water-proof grass sheet shown in FIG. 26 (D). The step of excavating, the step of fixing the water-proof and grass-proof sheet to the shoulder shown in FIG. 26 (E), the step of connecting the water-proof and grass-proof sheets shown in FIGS. 26 (F) and (G) with adhesive tape, 26 (H), a step of backfilling the shoulder water-impervious weed sheet with quarrying, etc., a step of performing anchor drilling for suppressing the water-impervious weed sheet shown in FIG. 26 (I), and FIG. A process of driving anchors to suppress the water-impervious grass protection sheet shown in FIG. 26 (K) (L), a step of fastening the anchor nut to the flat steel for suppressing the water-impervious weed sheet, a step of fixing the water-impervious weed sheet to the glue butt shown in FIG. 26 (M), and FIG. As shown in FIG. 26 (O), the construction of the waterproof and water-insulating sheet is completed through a process of backfilling the water- and grass-proofing sheet at the bottom of the glue as shown in FIG.

次に、従来の遮水防草シートの施工方法(従来技術1,2)の施工手順を説明する。
先ず、切断工程において、遮水防草シートの製品ロール(幅2m程度×長さ20m〜30m程度)を現場で所定の長さに切断、又は事前に工場で切断して搬入する。次に、敷設・展開工程において、遮水防草シートをのり肩の所定位置に設置して、遮水防草シートをのり尻に向かって下方に展開する。次に、のり肩固定工程において、遮水防草シートをのり肩に固定する。例えば、図25に示す遮水防草シートの施工方法(従来技術1)では、図25(E)に示すL型側溝の下に遮水防草シートを敷設し固定する。図26に示す遮水防草シートの施工方法(従来技術2)では、図26(B)に示すように、のり肩を掘削して、図26(E)に示すように遮水防草シートの端部を掘削底面まで敷設して埋戻し固定する。次に、接続工程において、図26(C)(F)(G)に示すように、隣接する遮水防草シート同士を所定の重ね代(例えば15cmのオーバーラップ)で粘着テープを用いて接続する。次に、固定工程において、図25(C)(D)及び図26(K)に示すように、遮水防草シートが風などによる捲れや飛散及びズレを防止するため、溝形鋼(チャンネル)、等辺山形鋼(アングル)、平鋼(t6×w50)などの金具とアンカー材とを併用して遮水防草シートを固定する。アンカー材は、丸鋼(φ19mm×L1000mm)又は全ねじ棒鋼(φ16mm×L500mm)を使用している。次に、のり尻固定工程において、遮水防草シートをのり尻に固定する。例えば、図25に示す遮水防草シートの施工方法(従来技術1)では、図24(A)に示すように、のり面横断方向の遮水防草シートの弛みを取った状態で、遮水防草シートがU字側壁に固定される。図26に示す遮水防草シートの施工方法(従来技術2)では、図26(M)(N)に示すように、のり面横断方向の遮水防草シートの弛みを取った状態で、U字形に掘削した地盤に遮水防草シートの端部を埋め込み固定する。
Next, the construction procedure of the construction method (conventional techniques 1 and 2) of the conventional water-impervious grass protection sheet will be described.
First, in the cutting process, a product roll (width of about 2 m × length of about 20 m to 30 m) of the water-proof and grass-proof sheet is cut into a predetermined length at the site, or cut at a factory in advance and carried. Next, in the laying / deploying step, the impermeable grass sheet is installed at a predetermined position on the shoulder, and the impermeable grass sheet is developed downward toward the glue buttocks. Next, in the glue shoulder fixing step, the impermeable grass sheet is fixed to the glue shoulder. For example, in the construction method (prior art 1) of the water-proof grass sheet shown in FIG. 25, the water-proof grass sheet is laid and fixed under the L-shaped side groove shown in FIG. In the construction method (prior art 2) of the water-impervious weed sheet shown in FIG. 26, as shown in FIG. 26 (B), the shoulder is excavated, and the end of the water-impervious weed sheet is shown in FIG. 26 (E). Lay the part up to the bottom of excavation and fix it backfilled. Next, in the connecting step, as shown in FIGS. 26 (C), (F), and (G), the adjacent water-proof and grass-proof sheets are connected to each other with a predetermined overlap margin (for example, 15 cm overlap) using an adhesive tape. . Next, in the fixing step, as shown in FIGS. 25 (C) (D) and 26 (K), in order to prevent the water-impervious weed-proof sheet from curling, scattering and misalignment due to wind or the like, the channel steel (channel) Fix the water-impervious weed-proof sheet using metal fittings such as equilateral angle steel (angle), flat steel (t6 x w50) and anchor material together. The anchor material is round steel (φ19mm × L1000mm) or full threaded steel bar (φ16mm × L500mm). Next, in the glue butt fixing step, the impermeable grass sheet is fixed to the glue butt. For example, in the construction method (prior art 1) of the water-impervious weed sheet shown in FIG. 25, as shown in FIG. The sheet is fixed to the U-shaped side wall. In the construction method (prior art 2) of the water-impervious weed sheet shown in FIG. 26, as shown in FIGS. 26 (M) and (N), the U-shaped Embed and fix the end of the water-impervious grass protection sheet in the ground excavated.

特許第5258692号公報Japanese Patent No.5258692

特許第3800365号公報Japanese Patent No. 3800365

特許第3251146号公報Japanese Patent No. 3251146

従来の遮水防草シートの施工方法(従来技術2)では、図26(E)に示すように、ロール状の遮水防草シートをのり肩(のり面上部)の所定位置に設置して、図26(F)に示すようにのり尻(のり面下部)に向かって展開し、図26(G)に示すように隣接する遮水防草シートとの接合幅が所定の寸法となるように位置合わせを行った後に遮水防草シートを接合している。従来の遮水防草シートの施工方法では、接合に強力な粘着性を有する粘着テープが用いられている。しかし、従来の遮水防草シートの施工方法では、遮水防草シートの離形紙を剥がした後、遮水防草シートに皺が発生しないように接合する必要があり、接合作業に熟練度が要求されていた。また、従来の遮水防草シートの施工方法では、粘着テープを使用して接合しているため経年劣化により粘着力が低減し、接合した遮水防草シートが剥離する可能性があり、剥離箇所から雑草が成長する可能性があった。さらに、従来の遮水防草シートの施工方法では、隣接する遮水防草シートに跨るように、帯状に切断した遮水防草シートを重ねて貼り付けて接合する場合には、遮水防草シートが余分に必要になりコストが高くなってしまう問題点があった。   In the construction method of the conventional water-impervious weedproof sheet (prior art 2), as shown in FIG. 26 (E), a roll-shaped water-impervious weedproof sheet is installed at a predetermined position on the shoulder (upper surface of the slope). As shown in FIG. 26 (F), it expands toward the bottom of the glue (bottom of the glue surface), and as shown in FIG. The water-proof and grass-proof sheet is joined after performing the above. In a conventional method for constructing a water-proof and grass-proof sheet, an adhesive tape having strong adhesiveness is used for joining. However, in the conventional method of constructing a water-proof and grass-proof sheet, it is necessary to bond the water-proof and grass-proof sheet after removing the release paper of the water-proof and grass-proof sheet so that no wrinkles occur in the water-proof and grass-proof sheet. It had been. Also, in the conventional construction method of water-proof and grass-proof sheet, since the adhesive tape is used for bonding, the adhesive strength is reduced due to deterioration over time, and the bonded water-proof and grass-proof sheet may peel off. Weeds could grow. Furthermore, in the conventional method of constructing a water-impervious weedproof sheet, when the water-impervious weed sheet cut in a strip shape is laminated and bonded so as to straddle adjacent water-impervious weed-proof sheets, an extra water-impervious weed-proof sheet is required. There is a problem that it becomes necessary and cost increases.

従来の遮水防草シートの施工方法では、風などの外力により捲れや浮き上がり及びズレが発生するため固定が必要である。従来の遮水防草シートの施工方法では、反力を擁壁や側溝などのコンクリート構造物に取ったり、溝形鋼、等辺山形鋼、平鋼等の金具とアンカーと併用して面地盤に固定したりするなどの対策が実施されている。従来の遮水防草シートの施工方法では、φ16mm〜φ19mm程度の丸鋼又は全ねじ棒鋼のアンカーの先端を尖らせ、アンカーの頭部にナット締めができるようにねじ切りが施されている。従来の遮水防草シートの施工方法では、遮水防草シートの上からハンマーで直接地盤に打ち込むか、予めアンカー径よりも小さいドリルで削孔した後にアンカーを打設するアンカー施工方法がとられている。このため、従来の遮水防草シートの施工方法では、アンカー周面の土と摩擦抵抗がアンカー力となることから、所定のアンカー力を得るために比較的多くの本数が必要であった。また、従来の遮水防草シートの施工方法では、のり肩及びのり尻の地盤を掘削し、遮水防草シートを埋め込み後、土などにより埋戻し固定するのり肩、のり尻の処理方法が用いられていた。しかし、従来の遮水防草シートの施工方法では、地盤の掘削・埋戻しは大変な労力が必要となり、特にのり肩の掘削・埋戻し作業は人力施工になるため施工費の上昇につながっていた。   In the conventional method for constructing a water-impervious weed-proof sheet, fixing is necessary because dripping, lifting, and displacement occur due to external forces such as wind. In the conventional construction method of water-proof and grass-proof sheet, reaction force is applied to concrete structures such as retaining walls and gutters, or fixed to the surface ground by using joints and anchors such as groove steel, equilateral angle steel, and flat steel. Measures such as doing are carried out. In the conventional construction method of a water-proof and grass-proof sheet, the tip of an anchor made of round steel of about φ16 mm to φ19 mm or full-threaded steel bar is sharpened, and threading is performed so that the nut can be tightened on the head of the anchor. In the conventional construction method of a water-proof and grass-proof sheet, an anchor construction method is used in which an anchor is driven after being drilled directly into the ground with a hammer from above the water-proof and grass-proof sheet or drilled with a drill smaller than the anchor diameter in advance. Yes. For this reason, in the conventional construction method of the water-proof and grass-proof sheet, the soil and the frictional resistance of the anchor peripheral surface become the anchor force, so that a relatively large number is required to obtain a predetermined anchor force. Also, in the conventional construction method of water-impervious weed-proof sheet, after excavating the ground of the shoulder and glue buttocks, embedding the water-impervious weed-proof sheet, and then backfilling and fixing with soil etc. It was. However, the conventional construction method of water-impervious and grass-proof sheets required a lot of labor for excavating and backfilling the ground, and in particular, excavating and backfilling the shoulder shoulders was a manual work, leading to an increase in construction costs. .

この発明の課題は、隣接する被覆シート同士を簡単に接合することができるとともに、被覆シートを地表面上に簡単に固定することができる被覆シートの接合構造を提供することである。   The subject of this invention is providing the joining structure of the covering sheet which can fix easily a covering sheet on the ground surface while being able to join adjacent covering sheets easily.

この発明は、以下に記載するような解決手段により、前記課題を解決する。
なお、この発明の実施形態に対応する符号を付して説明するが、この実施形態に限定するものではない。
請求項1の発明は、図3〜図、図13、図18、図19及び図22に示すように、地表面(4a)を被覆する被覆シート(5)を地表面上で接合する被覆シートの接合構造であって、隣接する被覆シート間の隙間を塞ぐように、これらの隣接する被覆シートの縁部(5a)の裏面に積層される裏面側積層部材(7)と、前記隣接する被覆シート間の隙間を塞ぐように、これらの隣接する被覆シートの縁部の表面に積層される表面側積層部材(8)と、前記表面側積層部材と前記裏面側積層部材との間に前記隣接する被覆シートの縁部が挟み込まれるように、この表面側積層部材とこの裏面側積層部材とを締結する締結部材(9)と、前記裏面側積層部材及び前記表面側積層部材を前記地表面に着脱自在に固定する固定部材(10)とを備え、前記裏面側積層部材は、平板であり、前記表面側積層部材は、前記平板に弾性力を作用させる板ばねであり、前記締結部材は、前記隣接する被覆シート間の隙間を通過するように、前記裏面側積層部材及び前記表面側積層部材の貫通孔(7a,8a)を貫通する締結ボルト(9a)と、前記締結ボルトに締結される締結ナット(9b)とを備え、前記固定部材は、前記隣接する被覆シート間の隙間を通過するように、前記裏面側積層部材及び前記表面側積層部材の貫通孔(7a,8a)を貫通し、前記地表面に定着される固定ボルト(10a)と、前記固定ボルトに締結される固定ナット(10b)と、前記地表面の穴部(10d)と前記固定ボルトとの間に充填された状態でこの固定ボルトを定着させる定着剤層(10e)とを備え、前記裏面側積層部材の貫通孔(7a)と前記表面側積層部材の貫通孔(8a)とは、前記隣接する被覆シート間の隙間に沿って間隔をあけて配置されていること特徴としている被覆シートの接合構造(6)である。
The present invention solves the above-mentioned problems by the solving means described below.
In addition, although the code | symbol corresponding to embodiment of this invention is attached | subjected and demonstrated, it is not limited to this embodiment.
As shown in FIGS. 3 to 6 , 13, 18, 19, and 22, the invention of claim 1 is a coating that joins a covering sheet (5) covering the ground surface (4 a) on the ground surface. A sheet-joining structure, which is adjacent to the back-side laminated member (7) laminated on the back surface of the edge (5a) of these adjacent covering sheets so as to close the gap between the adjacent covering sheets. Between the surface side laminated member (8) laminated on the surface of the edge part of these adjacent covering sheets, and between the surface side laminated member and the back side laminated member so as to close the gap between the coated sheets A fastening member (9) for fastening the front surface side laminated member and the back surface side laminated member so that the edge of the adjacent covering sheet is sandwiched, and the back surface side laminated member and the front surface side laminated member are connected to the ground surface. And a fixing member (10) that is detachably fixed to The back-side laminated member is a flat plate, the front-side laminated member is a leaf spring that applies an elastic force to the flat plate, and the fastening member passes through a gap between the adjacent covering sheets. A fastening bolt (9a) passing through the through holes (7a, 8a) of the back-side laminated member and the front-side laminated member, and a fastening nut (9b) fastened to the fastening bolt, The fixing bolt (10a) that passes through the through-holes (7a, 8a) of the back-side laminated member and the front-side laminated member and is fixed to the ground surface so as to pass through the gap between the adjacent covering sheets And a fixing nut (10b) for fixing the fixing bolt in a state where it is filled between the fixing bolt (10b) and the hole (10d) on the ground surface and the fixing bolt. With and before The through hole of the through-hole (7a) and the surface-side laminate member of the back-side lamination member (8a), that are characterized by being spaced apart along the gap between the cover sheet to the adjacent It is a junction structure (6) of a covering sheet.

請求項2の発明は、請求項に記載の被覆シートの接合構造において、図18及び図19に示すように、前記固定ボルトは、この固定ボルトの内部に注入される定着剤(C)をこの固定ボルトの外部に排出する排出口(10h)を備えることを特徴とする被覆シートの接合構造である。 According to a second aspect of the invention, the joint structure of the cover sheet of claim 1, as shown in FIGS. 18 and 19, the fixing bolt, the fixing agent is injected into the interior of the fixing bolt (C) The cover sheet joining structure is provided with a discharge port (10h) for discharging to the outside of the fixing bolt.

この発明によると、隣接する被覆シート同士を簡単に接合することができるとともに、被覆シートを地表面上に簡単に固定することができる。   According to the present invention, adjacent covering sheets can be easily joined together, and the covering sheets can be easily fixed on the ground surface.

この発明の第1実施形態に係る被覆シートの接合構造とその固定構造の設置状態を模式的に示す正面図である。It is a front view which shows typically the installation structure of the joining structure of the coating sheet which concerns on 1st Embodiment of this invention, and its fixing structure. この発明の第1実施形態に係る被覆シートの接合構造とその固定構造の設置状態を模式的に示す側面図である。It is a side view which shows typically the installation state of the joining structure of the coating sheet which concerns on 1st Embodiment of this invention, and its fixing structure. この発明の第1実施形態に係る被覆シートの接合構造を分解した状態を示す斜視図である。It is a perspective view which shows the state which decomposed | disassembled the joining structure of the coating sheet which concerns on 1st Embodiment of this invention. この発明の第1実施形態に係る被覆シートの接合構造の平面図である。It is a top view of the junction structure of the covering sheet concerning a 1st embodiment of this invention. 図4のV-V線で切断した状態を示す断面図である。It is sectional drawing which shows the state cut | disconnected by the VV line | wire of FIG. 図4のVI-VI線で切断した状態を示す断面図である。It is sectional drawing which shows the state cut | disconnected by the VI-VI line of FIG. この発明の第1実施形態に係る被覆シートの固定構造を分解した状態を示す斜視図である。It is a perspective view which shows the state which decomposed | disassembled the fixing structure of the coating sheet which concerns on 1st Embodiment of this invention. この発明の第1実施形態に係る被覆シートの固定構造の平面図である。It is a top view of the fixation structure of the covering sheet which concerns on 1st Embodiment of this invention. 図8のIX-IX線で切断した状態を示す断面図である。It is sectional drawing which shows the state cut | disconnected by the IX-IX line of FIG. 図8のX-X線で切断した状態を示す断面図である。It is sectional drawing which shows the state cut | disconnected by the XX line of FIG. この発明の第1実施形態に係る被覆シートの接合方法を説明するための縦断面図であり、(A)〜(F)は各工程の縦断面図である。It is a longitudinal cross-sectional view for demonstrating the joining method of the coating sheet which concerns on 1st Embodiment of this invention, (A)-(F) is a longitudinal cross-sectional view of each process. この発明の第1実施形態に係る被覆シートの固定方法を説明するための縦断面図であり、(A)〜(F)は各工程の縦断面図である。It is a longitudinal cross-sectional view for demonstrating the fixing method of the coating sheet which concerns on 1st Embodiment of this invention, (A)-(F) is a longitudinal cross-sectional view of each process. この発明の第2実施形態に係る被覆シートの接合構造の縦断面図である。It is a longitudinal cross-sectional view of the joining structure of the coating sheet which concerns on 2nd Embodiment of this invention. この発明の第2実施形態に係る被覆シートの固定構造の縦断面図である。It is a longitudinal cross-sectional view of the fixing structure of the covering sheet which concerns on 2nd Embodiment of this invention. この発明の第3実施形態に係る被覆シートの接合構造の縦断面図である。It is a longitudinal cross-sectional view of the joining structure of the coating sheet which concerns on 3rd Embodiment of this invention. この発明の第4実施形態に係る被覆シートの接合構造の縦断面図である。It is a longitudinal cross-sectional view of the joining structure of the coating sheet which concerns on 4th Embodiment of this invention. この発明の第4実施形態に係る被覆シートの固定構造の縦断面図である。It is a longitudinal cross-sectional view of the fixing structure of the coating sheet which concerns on 4th Embodiment of this invention. この発明の第5実施形態に係る被覆シートの接合構造の縦断面図である。It is a longitudinal cross-sectional view of the joining structure of the coating sheet which concerns on 5th Embodiment of this invention. この発明の第5実施形態に係る被覆シートの接合方法を説明するための縦断面図である。It is a longitudinal cross-sectional view for demonstrating the joining method of the coating sheet which concerns on 5th Embodiment of this invention. この発明の第6実施形態に係る被覆シートの接合構造の縦断面図である。It is a longitudinal cross-sectional view of the joining structure of the coating sheet which concerns on 6th Embodiment of this invention. この発明の第6実施形態に係る被覆シートの接合方法を説明するための縦断面図である。It is a longitudinal cross-sectional view for demonstrating the joining method of the coating sheet which concerns on 6th Embodiment of this invention. この発明の第5実施形態に係る被覆シートの接合構造の縦断面図である。It is a longitudinal cross-sectional view of the joining structure of the coating sheet which concerns on 5th Embodiment of this invention. この発明の第5実施形態に係る被覆シートの固定構造の縦断面図である。It is a longitudinal cross-sectional view of the fixing structure of the coating sheet which concerns on 5th Embodiment of this invention. 従来の遮水防草シートの施工方法(従来技術1)を示す縦断面図であり、(A)はのり尻の施工状況を示す縦断面図であり、(B)はのり肩の施工状況を示す縦断面図である。It is a longitudinal cross-sectional view which shows the construction method (conventional technique 1) of the conventional water-impervious grass prevention sheet, (A) is a longitudinal cross-sectional view which shows the construction situation of a glue buttocks, and (B) shows the construction situation of a glue shoulder. It is a longitudinal cross-sectional view. 従来の遮水防草シートの施工方法(従来技術1)を説明するための写真であり、(A)〜(F)は各工程を示す写真である。It is the photograph for demonstrating the construction method (conventional technique 1) of the conventional water-impervious grass prevention sheet, (A)-(F) are photographs which show each process. 従来の遮水防草シートの施工方法(従来技術2)を説明するための写真であり、(A)〜(O)は各工程を示す写真である。It is the photograph for demonstrating the construction method (prior art 2) of the conventional water-impervious grass prevention sheet, (A)-(O) are photographs which show each process.

(第1実施形態)
以下、図面を参照して、この発明の第1実施形態について詳しく説明する。
図1及び図2に示す車両1は、軌道2に沿って走行する移動体である。車両1は、電車、気動車、機関車、客車又は貨車などの鉄道車両である。軌道2は、車両1が走行する通路(線路)である。軌道2は、例えば、砂利又は砕石などの粒状体によって構成された道床上に左右一対のレールと支持体とによって構成された軌きょうを敷設した有道床軌道である。路盤3は、軌道2を支持する基盤である。路盤3は、車両1が通過するときに発生する荷重を支持する構造物である。路盤3は、例えば、良質な自然土などを用いて締め固められた土路盤などである。
(First embodiment)
Hereinafter, a first embodiment of the present invention will be described in detail with reference to the drawings.
A vehicle 1 shown in FIGS. 1 and 2 is a moving body that travels along a track 2. The vehicle 1 is a railway vehicle such as a train, a train, a locomotive, a passenger car, or a freight car. The track 2 is a passage (track) on which the vehicle 1 travels. The track 2 is, for example, a roadbed track in which a rail made of a pair of left and right rails and a support is laid on a roadbed made of granular material such as gravel or crushed stone. The roadbed 3 is a base that supports the track 2. The roadbed 3 is a structure that supports a load generated when the vehicle 1 passes. The roadbed 3 is, for example, a soil roadbed that is compacted using high-quality natural soil.

盛土4は、良質な自然土又は岩石を主材料として地盤面よりも高く盛り上げた土構造物である。盛土4は、車両1が安定して走行可能なように軌道2及び路盤3を安全に支持している。盛土4は、この盛土4の土工によって作られた傾斜地形であるのり面(地盤面)4aと、のり面4aの最上端の部分であるのり肩4bと、のり面4aの最下端の部分であるのり尻(のり先)4cなどを備えている。   The embankment 4 is a soil structure that is raised higher than the ground surface using high-quality natural soil or rock as a main material. The embankment 4 safely supports the track 2 and the roadbed 3 so that the vehicle 1 can travel stably. The embankment 4 is a slope (ground surface) 4a which is an inclined topography made by the earthwork of the embankment 4, a shoulder 4b which is the uppermost part of the slope 4a, and a lowermost part of the slope 4a. It has a glue butt (paste) 4c and the like.

被覆シート5は、のり面4aを被覆する部材である。被覆シート5は、例えば、雨水の地表面への浸透を防止する遮水機能と、植物の生育を防止する防草機能とを有するのり面被覆シートである。被覆シート5は、巻取り状態で現場に搬入された後に所定の長さ及び幅にシート状に切断、又は予め工場で所定の長さ及び幅に切断されて巻取り状態で現場に搬入される。被覆シート5は、図1に示すように、盛土4ののり面4aを被覆するようにこののり面4a上に複数並べた状態で敷設される。被覆シート5は、新設ののり面4aの場合にはこののり面4aの構築時などに敷設され、既存ののり面4aの場合にはこののり面4aの補修時などに敷設される。被覆シート5は、平面形状が略四角形状である。被覆シート5は、図4〜図10に示すように、この被覆シート5の長さ方向(上下方向)の端部と、この被覆シート5の幅方向(左右方向)の端部とを構成する縁部5aなどを備えている。   The covering sheet 5 is a member that covers the paste surface 4a. The covering sheet 5 is, for example, a slope covering sheet having a water shielding function for preventing rainwater from penetrating into the ground surface and a herbicidal function for preventing plant growth. The cover sheet 5 is carried into the site in a wound state and then cut into a sheet shape with a predetermined length and width, or is cut into a predetermined length and width in advance at a factory and then carried into the site in a wound state. . As shown in FIG. 1, the covering sheet 5 is laid in a state in which a plurality of the covering sheets 5 are arranged on the slope surface 4 a so as to cover the slope surface 4 a of the embankment 4. The covering sheet 5 is laid when the slope 4a is constructed in the case of the new slope 4a, and is laid when the slope 4a is repaired in the case of the existing slope 4a. The cover sheet 5 has a substantially quadrangular planar shape. As shown in FIGS. 4 to 10, the covering sheet 5 constitutes an end portion in the length direction (vertical direction) of the covering sheet 5 and an end portion in the width direction (horizontal direction) of the covering sheet 5. The edge part 5a etc. are provided.

(被覆シートの接合構造)
図1及び図3〜図6に示す接合構造6は、被覆シート5をのり面4a上で接合する構造である。接合構造6は、図3〜図6に示すように、隣接する被覆シート5同士の縁部5aを挟み込むことによって、隣接する被覆シート5同士を接合する接合治具として機能するとともに、これらの被覆シート5をのり面4aに固定する固定治具としても機能する。接合構造6は、図1に示すように、被覆シート5がのり面4aを被覆する被覆領域Aのうち被覆シート5が隣接する隣接領域A1内に設置されている。接合構造6は、図3〜図6に示す裏面側積層部材7と、表面側積層部材8と、図3〜図5に示す締結部材9と、図3、図4及び図6に示す固定部材10などを備えている。
(Coating sheet joining structure)
The joining structure 6 shown in FIGS. 1 and 3 to 6 is a structure for joining the covering sheet 5 on the glue surface 4a. As shown in FIGS. 3 to 6, the joining structure 6 functions as a joining jig for joining the adjacent covering sheets 5 by sandwiching the edge portions 5 a between the adjacent covering sheets 5, and these coverings. It also functions as a fixing jig for fixing the sheet 5 to the sliding surface 4a. As shown in FIG. 1, the joining structure 6 is installed in an adjacent area A 1 where the covering sheet 5 is adjacent in the covering area A where the covering sheet 5 covers the slope 4 a. The joining structure 6 includes a back-side laminated member 7 shown in FIGS. 3 to 6, a front-side laminated member 8, a fastening member 9 shown in FIGS. 3 to 5, and a fixing member shown in FIGS. 3, 4, and 6. 10 and so on.

図3〜図6に示す裏面側積層部材7は、隣接する被覆シート5間の隙間を塞ぐように、これらの隣接する被覆シート5の縁部5aの裏面に積層される部材である。裏面側積層部材7は、図3、図5及び図6に示すように、表面側積層部材8との間で隣接する被覆シート5の縁部5aを挟み込む。裏面側積層部材7は、図3及び図4に示すように、隣接する被覆シート5の縁部5aに沿って伸びる平板である。裏面側積層部材7は、平面形状及び断面形状が四角形状であり、平鋼のような金属製又はプラスチック板のような合成樹脂製の板状部材である。裏面側積層部材7は、被覆シート5の下側に敷くことによって、作業員が現場でカッターなどの切断器具を使用して被覆シート5を所定の形状に切断するときに、この被覆シート5を下敷きとして利用可能である。裏面側積層部材7は、図3、図5及び図6に示すように、隣接する被覆シート5の縁部5aに跨るように、この被覆シート5の縁部5aに重ね合せて配置される。裏面側積層部材7は、のり面4aとの間に段差が形成されないように、のり面4aの表面形状に沿ってのり面4a上に設置される。裏面側積層部材7は、例えば、長さ700mm、幅150mm及び厚さ4.5mm程度の寸法に形成されている。裏面側積層部材7は、締結部材9の締結ボルト9aと固定部材10の固定ボルト10aとが貫通する貫通孔7aなどを備えている。裏面側積層部材7は、例えば、この裏面側積層部材7の両端部から50mm程度離れた位置に貫通孔7aが形成されており、この裏面側積層部材7の中心線に沿ってこの貫通孔7aが100mm間隔で1枚当たり合計7個程度形成されている。裏面側積層部材7は、図3に示すように、2種類の貫通孔7aが形成されており、締結ボルト9aが貫通する貫通孔(接合用貫通孔)7aについてはこの締結ボルト9aの外径よりも僅かに大きく内径16mm程度で形成されており、固定ボルト10aが貫通する貫通孔(固定用貫通孔)7aについては穴部10dの内径よりも僅かに大きく内径30〜40mm程度で形成されている。   The back surface side laminated member 7 shown in FIGS. 3-6 is a member laminated | stacked on the back surface of the edge part 5a of these adjacent coating sheets 5 so that the clearance gap between the adjacent coating sheets 5 may be block | closed. As shown in FIGS. 3, 5, and 6, the back surface side laminated member 7 sandwiches the edge portion 5 a of the covering sheet 5 adjacent to the front surface side laminated member 8. As shown in FIGS. 3 and 4, the back-side laminated member 7 is a flat plate that extends along the edge 5 a of the adjacent cover sheet 5. The back side laminated member 7 is a plate-like member made of a metal such as flat steel or a synthetic resin such as a plastic plate, having a square shape in cross section and a planar shape. The back-side laminated member 7 is laid on the lower side of the covering sheet 5 so that when an operator cuts the covering sheet 5 into a predetermined shape using a cutting tool such as a cutter in the field, It can be used as an underlay. As shown in FIGS. 3, 5, and 6, the back surface side laminated member 7 is disposed so as to overlap the edge portion 5 a of the covering sheet 5 so as to straddle the edge portion 5 a of the adjacent covering sheet 5. The back side laminated member 7 is installed on the paste surface 4a along the surface shape of the paste surface 4a so that no step is formed between the back surface side laminated member 7 and the paste surface 4a. The back side laminated member 7 is formed to have dimensions of, for example, a length of 700 mm, a width of 150 mm, and a thickness of 4.5 mm. The back side laminated member 7 includes a through hole 7a through which the fastening bolt 9a of the fastening member 9 and the fixing bolt 10a of the fixing member 10 pass. The back side laminated member 7 has, for example, through holes 7 a formed at positions separated by about 50 mm from both ends of the back side laminated member 7, and the through holes 7 a along the center line of the back side laminated member 7. A total of 7 pieces are formed at 100 mm intervals. As shown in FIG. 3, the back surface side laminated member 7 has two types of through holes 7a. The through hole (joining through hole) 7a through which the fastening bolt 9a passes is an outer diameter of the fastening bolt 9a. The through hole (fixing through hole) 7a through which the fixing bolt 10a passes is slightly larger than the inner diameter of the hole 10d and is formed with an inner diameter of about 30 to 40 mm. Yes.

図3〜図6に示す表面側積層部材8は、隣接する被覆シート5間の隙間を塞ぐように、これらの隣接する被覆シート5の縁部5aの表面に積層される部材である。表面側積層部材8は、図3及び図4に示すように、隣接する被覆シート5の縁部5aに沿って伸び、図5及び図6に示すように裏面側積層部材7に弾性力を作用させる板ばねである。表面側積層部材8は、図3〜図6に示すように、平面形状が四角形状であって断面形状が円弧状であり、金属製又は合成樹脂製の湾曲板である。表面側積層部材8は、締結部材9によって締結されることによって、裏面側積層部材7側に撓み弾性力(ばね力)を発生し、裏面側積層部材7との間で被覆シート5の縁部5aを挟み込む。表面側積層部材8は、図3、図5及び図6に示すように、隣接する被覆シート5間の隙間を塞ぐように、隣接する被覆シート5の縁部5aに跨ってこの被覆シート5の縁部5aに重ね合せて配置されている。表面側積層部材8は、例えば、長さ700mm、幅120mm及び厚さ4.5mm程度の寸法に形成されている。表面側積層部材8は、図3、図5及び図6に示すように、貫通孔8aと挟み込み部8bなどを備えている。貫通孔8aは、締結部材9の締結ボルト9a及び固定部材10の固定ボルト10aが貫通する締結用及びアンカー打設用の開口部である。貫通孔8aは、例えば、裏面側積層部材7側の貫通孔7aと対応する位置にこの貫通孔7aと同じ内径で2種類形成されている。挟み込み部8bは、隣接する被覆シート5の縁部5aを裏面側積層部材7との間で挟み込む部分である。挟み込み部8bは、表面側積層部材8の両縁部に形成されている。表面側積層部材8は、例えば、この表面側積層部材8の挟み込み部8bとこの表面側積層部材8の中心部との間に10mm程度の隙間があくように湾曲している。   The surface-side laminated member 8 shown in FIGS. 3 to 6 is a member that is laminated on the surface of the edge portion 5 a of these adjacent covering sheets 5 so as to close the gap between the adjacent covering sheets 5. The front side laminated member 8 extends along the edge 5a of the adjacent covering sheet 5 as shown in FIGS. 3 and 4, and acts on the back side laminated member 7 as shown in FIGS. It is a leaf spring. As shown in FIGS. 3 to 6, the surface-side laminated member 8 is a curved plate made of metal or synthetic resin, having a quadrangular planar shape and an arcuate cross-sectional shape. When the front surface side laminated member 8 is fastened by the fastening member 9, the surface side laminated member 8 generates a bending elastic force (spring force) on the back surface side laminated member 7 side, and the edge of the covering sheet 5 between the back surface side laminated member 7. 5a is inserted. As shown in FIGS. 3, 5, and 6, the front-side laminated member 8 extends over the edge 5 a of the adjacent cover sheet 5 so as to close the gap between the adjacent cover sheets 5. Overlaid on the edge 5a. The front side laminated member 8 is formed to have dimensions of, for example, a length of 700 mm, a width of 120 mm, and a thickness of 4.5 mm. As shown in FIGS. 3, 5, and 6, the surface-side laminated member 8 includes a through hole 8 a and a sandwiching portion 8 b. The through hole 8a is an opening for fastening and anchor placement through which the fastening bolt 9a of the fastening member 9 and the fixing bolt 10a of the fixing member 10 pass. Two types of through-holes 8a are formed with the same inner diameter as the through-holes 7a at positions corresponding to the through-holes 7a on the back side laminated member 7 side, for example. The sandwiching portion 8 b is a portion that sandwiches the edge portion 5 a of the adjacent covering sheet 5 between the back surface side laminated member 7. The sandwiching portions 8 b are formed at both edge portions of the surface-side laminated member 8. The surface-side laminated member 8 is curved, for example, so that a gap of about 10 mm is provided between the sandwiched portion 8b of the surface-side laminated member 8 and the center portion of the surface-side laminated member 8.

図3〜図5に示す締結部材9は、表面側積層部材8と裏面側積層部材7との間に隣接する被覆シート5の縁部5aが挟み込まれるように、この表面側積層部材8とこの裏面側積層部材7とを締結する部材である。締結部材9は、この締結部材9の締め付け量を調整することによって、表面側積層部材8と裏面側積層部材7との間で被覆シート5の縁部5aを挟み込むのに必要な加圧力を調整する。締結部材9は、図3〜図5に示す締結ボルト9aと、締結ナット9bと、図3及び図5に示す座金9cと、図3〜図5に示す座金9dなどを備えている。   The fastening member 9 shown in FIGS. 3 to 5 includes the front side laminated member 8 and the rear side laminated member 8 so that the edge 5a of the adjacent covering sheet 5 is sandwiched between the front side laminated member 8 and the rear side laminated member 7. It is a member that fastens the back-side laminated member 7. The fastening member 9 adjusts the pressing force necessary to sandwich the edge portion 5a of the covering sheet 5 between the front surface side laminated member 8 and the back surface side laminated member 7 by adjusting the tightening amount of the fastening member 9. To do. The fastening member 9 includes a fastening bolt 9a shown in FIGS. 3 to 5, a fastening nut 9b, a washer 9c shown in FIGS. 3 and 5, a washer 9d shown in FIGS.

図3〜図5に示す締結ボルト9aは、隣接する被覆シート5間の隙間を通過するように、裏面側積層部材7及び表面側積層部材8を貫通する部材である。締結ボルト9aは、図5に示すように、裏面側積層部材7から突出しており、裏面側積層部材7から表面側積層部材8に向かって貫通するように、裏面側積層部材7の貫通孔7a及び表面側積層部材8の貫通孔8aに挿入されている。図3〜図5に示す締結ナット9bは、締結ボルト9aに締結される部材であり、締結ボルト9aに着脱自在に装着される。図3及び図5に示す座金9cは、締結ボルト9aの座面と裏面側積層部材7との間に挟み込まれる部材である。図3〜図5に示す座金9dは、締結ナット9bの座面と表面側積層部材8との間に挟み込まれる部材である。   The fastening bolt 9a shown in FIGS. 3 to 5 is a member that penetrates the back-side laminated member 7 and the front-side laminated member 8 so as to pass through a gap between the adjacent covering sheets 5. As shown in FIG. 5, the fastening bolt 9 a protrudes from the back surface side laminated member 7 and penetrates from the back surface side laminated member 7 toward the front surface side laminated member 8. And it is inserted in the through-hole 8a of the surface side laminated member 8. The fastening nut 9b shown in FIGS. 3 to 5 is a member fastened to the fastening bolt 9a and is detachably attached to the fastening bolt 9a. 3 and 5 is a member that is sandwiched between the seating surface of the fastening bolt 9a and the back-side laminated member 7. The washer 9d shown in FIGS. 3 to 5 is a member that is sandwiched between the seating surface of the fastening nut 9b and the surface-side laminated member 8.

図3、図4及び図6に示す固定部材10は、裏面側積層部材7及び表面側積層部材8をのり面4aに着脱自在に固定する部材である。固定部材10は、図6に示すように、隣接する被覆シート5が接合された状態でこの被覆シート5をのり面4aに固定する。固定部材10は、図3、図4及び図6に示す固定ボルト10aと、固定ナット10bと、座金10cと、図3及び図6に示す穴部10dと、定着剤層10eなどを備えている。   The fixing member 10 shown in FIGS. 3, 4, and 6 is a member that removably fixes the back side laminated member 7 and the front side laminated member 8 to the slope 4a. As shown in FIG. 6, the fixing member 10 fixes the covering sheet 5 to the slope 4a in a state where the adjacent covering sheets 5 are joined. The fixing member 10 includes a fixing bolt 10a shown in FIGS. 3, 4 and 6, a fixing nut 10b, a washer 10c, a hole 10d shown in FIGS. 3 and 6, a fixing agent layer 10e, and the like. .

図3、図4及び図6に示す固定ボルト10aは、隣接する被覆シート5間の隙間を通過するように、裏面側積層部材7及び表面側積層部材8を貫通し、のり面4aに定着される部材である。固定ボルト10aは、図3及び図6に示すように、裏面側積層部材7から突出しており、裏面側積層部材7から表面側積層部材8に向かって貫通するように、裏面側積層部材7の貫通孔7a及び表面側積層部材8の貫通孔8aに挿入されている。固定ボルト10aは、例えば、端部又は全長に雄ねじ部を有する丸鋼又は全ねじ棒鋼などのアンカーボルトである。図3、図4及び図6に示す固定ナット10bは、固定ボルト10aに締結される部材である。固定ナット10bは、固定ボルト10aに着脱自在に装着されて固定ボルト10aと表面側積層部材8とを締結する。座金10cは、固定ナット10bの座面と表面側積層部材8との間に挟み込まれる部材である。穴部10dは、固定ボルト10aが挿入される部分である。穴部10dは、図6に示すように、固定ボルト10aをのり面4aに打設するためのアンカー打設用穴であり、のり面4aに所定の深さで形成されている。穴部10dは、図4及び図6に示すように、被覆シート5をのり面4a上に並べて敷設した状態でのり面4aに穴部10dを形成可能なように、隣接する被覆シート5間の隙間よりも内径が小さい。図3及び図6に示す定着剤層10eは、のり面4aの穴部10dと固定ボルト10aとの間に充填された状態でこの固定ボルト10aを定着させる部分である。定着剤層10eは、例えば、強度発現が早いモルタル又はセメントミルクのような定着剤Cを穴部10dと固定ボルト10aとの間に充填して形成される。   The fixing bolt 10a shown in FIGS. 3, 4 and 6 penetrates the back surface side laminated member 7 and the front surface side laminated member 8 so as to pass through the gaps between the adjacent covering sheets 5, and is fixed to the glue surface 4a. It is a member. As shown in FIGS. 3 and 6, the fixing bolt 10 a protrudes from the back surface side laminated member 7, and extends through the back surface side laminated member 7 from the back surface side laminated member 7 toward the front surface side laminated member 8. The through holes 7 a and the through holes 8 a of the surface side laminated member 8 are inserted. The fixing bolt 10a is, for example, an anchor bolt such as a round steel or a full-threaded steel bar having a male threaded portion at the end or the entire length. The fixing nut 10b shown in FIGS. 3, 4 and 6 is a member fastened to the fixing bolt 10a. The fixing nut 10b is detachably attached to the fixing bolt 10a to fasten the fixing bolt 10a and the surface side laminated member 8. The washer 10 c is a member that is sandwiched between the seating surface of the fixing nut 10 b and the surface-side laminated member 8. The hole 10d is a portion into which the fixing bolt 10a is inserted. As shown in FIG. 6, the hole 10d is an anchor placement hole for placing the fixing bolt 10a on the slope 4a, and is formed in the slope 4a at a predetermined depth. As shown in FIGS. 4 and 6, the hole 10 d is formed between the adjacent cover sheets 5 so that the hole 10 d can be formed in the paste surface 4 a in a state where the cover sheets 5 are arranged and laid on the paste surface 4 a. The inner diameter is smaller than the gap. The fixing agent layer 10e shown in FIGS. 3 and 6 is a portion for fixing the fixing bolt 10a in a state where it is filled between the hole 10d of the slope 4a and the fixing bolt 10a. The fixing agent layer 10e is formed, for example, by filling a fixing agent C such as mortar or cement milk having a high strength between the hole 10d and the fixing bolt 10a.

(被覆シートの固定構造)
図1、図2及び図7〜図10に示す固定構造11は、被覆シート5をのり面4a上に固定する構造である。固定構造11は、図1及び図3〜図6に示す接合構造6とは異なり、被覆シート5同士を接合する接合治具としての機能を備えておらず、図7〜図10に示すように被覆シート5の縁部5aを挟み込むことによって、被覆シート5をのり面4aに固定する固定治具としてのみ機能する。固定構造11は、図1及び図2に示すように、被覆シート5がのり面4aを被覆する被覆領域Aの周縁部に相当する周縁領域A2に配置されている。固定構造11は、図7〜図10に示す裏面側積層部材12と、表面側積層部材13と図7〜図9に示す締結部材14と、図7、図8及び図10に示す固定部材15などを備えている。
(Coating sheet fixing structure)
The fixing structure 11 shown in FIGS. 1, 2, and 7 to 10 is a structure for fixing the covering sheet 5 on the slope 4 a. Unlike the joining structure 6 shown in FIGS. 1 and 3 to 6, the fixing structure 11 does not have a function as a joining jig for joining the covering sheets 5 to each other, as shown in FIGS. 7 to 10. By sandwiching the edge 5a of the covering sheet 5, it functions only as a fixing jig for fixing the covering sheet 5 to the slope 4a. As shown in FIGS. 1 and 2, the fixing structure 11 is disposed in a peripheral region A 2 corresponding to the peripheral portion of the covering region A where the covering sheet 5 covers the paste surface 4 a. The fixing structure 11 includes a back-side laminated member 12 shown in FIGS. 7 to 10, a front-side laminated member 13, a fastening member 14 shown in FIGS. 7 to 9, and a fixing member 15 shown in FIGS. 7, 8, and 10. Etc.

図7〜図10に示す裏面側積層部材12は、被覆シート5の縁部5aの裏面に積層される部材である。裏面側積層部材12は、図7、図9及び図10に示すように、表面側積層部材13との間で隣接する被覆シート5の縁部5aを挟み込む。裏面側積層部材12は、図3〜図6に示す裏面側積層部材7と同一構造であり、図7及び図8に示すように被覆シート5の縁部5aに沿って伸びる平板である。裏面側積層部材12は、被覆シート5の縁部5aを挟み込むように、この被覆シート5の縁部5aに沿って配置されている。裏面側積層部材12は、図3〜図6に示す裏面側積層部材7と同一形状であり、図7、図9及び図10に示すように締結部材14の締結ボルト14aと固定部材15の固定ボルト15aとが貫通する貫通孔12aなどを備えている。   The back surface side laminated member 12 shown in FIGS. 7 to 10 is a member laminated on the back surface of the edge portion 5 a of the covering sheet 5. As shown in FIGS. 7, 9, and 10, the back surface side laminated member 12 sandwiches the edge portion 5 a of the covering sheet 5 adjacent to the front surface side laminated member 13. The back-side laminated member 12 has the same structure as the back-side laminated member 7 shown in FIGS. 3 to 6 and is a flat plate extending along the edge portion 5a of the covering sheet 5 as shown in FIGS. The back side laminated member 12 is disposed along the edge 5a of the covering sheet 5 so as to sandwich the edge 5a of the covering sheet 5. The back-side laminated member 12 has the same shape as the back-side laminated member 7 shown in FIGS. 3 to 6, and the fastening bolt 14 a of the fastening member 14 and the fixing member 15 are fixed as shown in FIGS. 7, 9, and 10. A through hole 12a through which the bolt 15a passes is provided.

図7〜図10に示す表面側積層部材13は、被覆シート5の縁部5aの表面に積層される部材である。表面側積層部材13は、図3〜図6に示す表面側積層部材8と同一構造であり、図7及び図8に示すように、被覆シート5の縁部5aに沿って伸び、図9及び図10に示すように裏面側積層部材12に弾性力を作用させる板ばねである。表面側積層部材13は、図7、図9及び図10に示すように被覆シート5の縁部5aを裏面側積層部材12とともに挟み込むように、この被覆シート5の縁部5aに沿って配置されている。表面側積層部材13は、図7、図9及び図10に示すように、貫通孔13aと挟み込み部13bなどを備えている。貫通孔13aは、締結部材14の締結ボルト14aと固定部材15の固定ボルト15aとが貫通する開口部である。挟み込み部13bは、裏面側積層部材12との間で被覆シート5の縁部5aを挟み込む部分である。挟み込み部13bは、表面側積層部材13の裏面の両縁部に形成されている。表面側積層部材13は、図9及び図10に示すように、一方の挟み込み部13bが裏面側積層部材12との間で被覆シート5の縁部5aを挟み込み、他方の挟み込み部13bが裏面側積層部材12と直接接合する。   7 to 10 is a member that is laminated on the surface of the edge portion 5a of the covering sheet 5. The surface-side laminated member 13 has the same structure as the surface-side laminated member 8 shown in FIGS. 3 to 6 and extends along the edge 5a of the covering sheet 5 as shown in FIGS. As shown in FIG. 10, the leaf spring is used to apply an elastic force to the back-side laminated member 12. The front side laminated member 13 is disposed along the edge 5a of the covering sheet 5 so as to sandwich the edge 5a of the covering sheet 5 together with the back side laminated member 12 as shown in FIGS. ing. As shown in FIGS. 7, 9, and 10, the surface-side laminated member 13 includes a through hole 13 a and a sandwiching portion 13 b. The through hole 13 a is an opening through which the fastening bolt 14 a of the fastening member 14 and the fixing bolt 15 a of the fixing member 15 pass. The sandwiching part 13 b is a part that sandwiches the edge part 5 a of the covering sheet 5 with the back surface side laminated member 12. The sandwiching portions 13 b are formed at both edge portions on the back surface of the front surface side laminated member 13. As shown in FIGS. 9 and 10, the front side laminated member 13 has one sandwiched portion 13b sandwiching the edge portion 5a of the covering sheet 5 between the rear side laminated member 12, and the other sandwiched portion 13b is the rear side. Directly joined to the laminated member 12.

図7〜図9に示す締結部材14は、表面側積層部材13と裏面側積層部材12との間に被覆シート5の縁部5aが挟み込まれるように、この表面側積層部材13とこの裏面側積層部材12とを締結する部材である。締結部材14は、図3〜図5に示す締結部材9と同一構造であり、図7〜図9に示す締結ボルト14aと、締結ナット14bと、図7、図9及び図10に示す座金14cと、図7〜図10に示す座金14dなどを備えている。図7〜図9に示す締結ボルト14aは、被覆シート5の縁部5aの外側を通過するように、裏面側積層部材12及び表面側積層部材13を貫通する部材である。締結ボルト14aは、図7及び図9に示すように、裏面側積層部材12から突出しており、裏面側積層部材12から表面側積層部材13に向かって貫通するように、裏面側積層部材12の貫通孔12a及び表面側積層部材13の貫通孔13aに挿入されている。図9に示す座金14dは、裏面側積層部材12に対して表面側積層部材13が傾斜したときに、締結ナット14bの座面と表面側積層部材13とが密着するように、締結ナット14bと表面側積層部材13との間に挟み込まれる球面座金などである。   The fastening member 14 shown in FIGS. 7 to 9 has the front side laminated member 13 and the back side so that the edge 5a of the covering sheet 5 is sandwiched between the front side laminated member 13 and the back side laminated member 12. It is a member that fastens the laminated member 12. The fastening member 14 has the same structure as that of the fastening member 9 shown in FIGS. 3 to 5, the fastening bolt 14 a shown in FIGS. 7 to 9, the fastening nut 14 b, and the washer 14 c shown in FIGS. 7, 9, and 10. And a washer 14d shown in FIGS. The fastening bolt 14a shown in FIGS. 7 to 9 is a member that penetrates the back-side laminated member 12 and the front-side laminated member 13 so as to pass the outside of the edge portion 5a of the covering sheet 5. As shown in FIGS. 7 and 9, the fastening bolt 14 a protrudes from the back surface side laminated member 12 and passes through the back surface side laminated member 12 toward the front surface side laminated member 13. The through holes 12 a and the through holes 13 a of the surface side laminated member 13 are inserted. A washer 14d shown in FIG. 9 has a fastening nut 14b and a fastening nut 14b so that the seating surface of the fastening nut 14b and the surface-side laminated member 13 come into close contact with each other when the surface-side laminated member 13 is inclined with respect to the back-side laminated member 12. A spherical washer or the like sandwiched between the front-side laminated member 13 and the like.

図7、図8及び図10に示す固定部材15は、裏面側積層部材12及び表面側積層部材13をのり面4aに着脱自在に固定する部材である。固定部材15は、図10に示すように、被覆シート5の縁部5aが挟み込まれた状態でこの被覆シート5をのり面4aに固定する。固定部材15は、図3、図4及び図6に示す固定部材10と同一構造であり、図7、図8及び図10に示す固定ボルト15aと、固定ナット15bと、座金15cと、図7及び図10に示す穴部15dと、定着剤層15eなどを備えている。固定ボルト15aは、図7、図8及び図10に示すように、被覆シート5の縁部5aの外側を通過するように、裏面側積層部材12及び表面側積層部材13を貫通し、のり面4aに定着される部材である。固定ボルト15aは、裏面側積層部材12から突出しており、裏面側積層部材12から表面側積層部材13に向かって貫通するように、裏面側積層部材12の貫通孔12a及び表面側積層部材13の貫通孔13aに挿入されている。図10に示す座金15cは、裏面側積層部材12に対して表面側積層部材13が傾斜したときに、固定ナット15bの座面と表面側積層部材13とが密着するように、固定ナット15bと表面側積層部材13との間に挟み込まれる球面座金などである。   The fixing member 15 shown in FIGS. 7, 8, and 10 is a member that detachably fixes the back side laminated member 12 and the front side laminated member 13 to the slope 4a. As shown in FIG. 10, the fixing member 15 fixes the covering sheet 5 to the slope 4a in a state where the edge 5a of the covering sheet 5 is sandwiched. The fixing member 15 has the same structure as the fixing member 10 shown in FIGS. 3, 4 and 6. The fixing bolt 15 a, the fixing nut 15 b, the washer 15 c shown in FIGS. And a hole 15d shown in FIG. 10, a fixing agent layer 15e, and the like. As shown in FIGS. 7, 8, and 10, the fixing bolt 15 a penetrates the back surface side laminated member 12 and the front surface side laminated member 13 so as to pass the outside of the edge portion 5 a of the covering sheet 5. It is a member fixed to 4a. The fixing bolt 15a protrudes from the back surface side laminated member 12, and the through holes 12a of the back surface side laminated member 12 and the surface side laminated member 13 are penetrated from the back surface side laminated member 12 toward the front surface side laminated member 13. It is inserted into the through hole 13a. The washer 15c shown in FIG. 10 has a fixing nut 15b and a fixing nut 15b so that the seating surface of the fixing nut 15b and the surface-side laminated member 13 come into close contact with each other when the surface-side laminated member 13 is inclined with respect to the back-side laminated member 12. A spherical washer or the like sandwiched between the front-side laminated member 13 and the like.

(被覆シートの接合方法)
次に、この発明の第1実施形態に係る被覆シートの接合方法について説明する。
予め工場で出荷前に所定の長さ及び幅に切断された被覆シート5が巻き取られた状態で現場に搬入される。被覆シート5が任意の長さ及び幅で巻き取られた状態で工場から現場に搬入されたときには、被覆シート5を現場で一旦展開して作業員が所定の長さ及び幅に切断し、切断後の被覆シート5を巻き取られた状態に戻す。次に、図1及び図2に示す盛土4ののり肩4bからのり尻4cに向かって作業員が被覆シート5をのり面4aに沿って展開する。このとき、図11(A)に示すように、隣接する被覆シート5間に所定の隙間が形成されるように、図1に示す被覆領域A内に被覆シート5を作業員が順次展開し、隣接する被覆シート5間の隙間などを調整して被覆シート5をのり面4a上に作業員が敷設する。その結果、図1に示す被覆領域A内ののり面4a上に被覆シート5が並べて敷設されて、被覆領域A内ののり面4aが被覆シート5によって被覆される。
(Coating sheet joining method)
Next, the joining method of the coating sheet which concerns on 1st Embodiment of this invention is demonstrated.
The cover sheet 5 that has been previously cut into a predetermined length and width before shipment at the factory is taken into the field in a wound state. When the covering sheet 5 is taken into the field from the factory in a state of being wound up with an arbitrary length and width, the covering sheet 5 is once expanded on the site, and an operator cuts it into a predetermined length and width. The subsequent covering sheet 5 is returned to the wound state. Next, an operator develops the covering sheet 5 along the glue surface 4a from the glue shoulder 4b of the embankment 4 shown in FIGS. 1 and 2 toward the glue butt 4c. At this time, as shown in FIG. 11 (A), an operator sequentially develops the covering sheets 5 in the covering region A shown in FIG. 1 so that a predetermined gap is formed between the adjacent covering sheets 5. An operator lays the covering sheet 5 on the sliding surface 4a by adjusting a gap between the adjacent covering sheets 5 and the like. As a result, the covering sheet 5 is laid side by side on the slope surface 4 a in the covering area A shown in FIG. 1, and the covering face 4 a in the covering area A is covered with the covering sheet 5.

次に、図11(B)に示すように、図1に示す被覆領域Aの隣接領域A1に裏面側積層部材7を作業員が並べて大略配置し、隣接する被覆シート5の縁部5aとのり面4aとの間に裏面側積層部材7を作業員が挿入する。その結果、隣接する被覆シート5の縁部5aを塞ぐように、これらの被覆シート5の裏面とのり面4aとの間に裏面側積層部材7が並べて設置される。 Next, as shown in FIG. 11 (B), the worker arranges the back-side laminated member 7 in the adjacent area A 1 of the covering area A shown in FIG. An operator inserts the back surface side laminated member 7 between the surface 4a. As a result, the back surface side laminated member 7 is installed side by side between the back surface and the glue surface 4a of these covering sheets 5 so as to block the edge portions 5a of the adjacent covering sheets 5.

次に、図11(C)に示すように、締結ボルト9aに座金9dを作業員が差し込み、裏面側積層部材7の裏面側から表面側に向かって締結ボルト9aを貫通孔7aに所定の間隔で作業員が挿入する。次に、のり面4aの凹凸に沿って被覆シート5が被覆されるように、被覆シート5の皺などを除去しながら被覆シート5を正規位置に作業員が調整し配置するとともに、被覆シート5の位置に合わせて裏面側積層部材7を正規位置に作業員が調整する。このとき、のり面4aの凹凸によって、隣接する被覆シート5間の隙間が一定ではなく、被覆シート5が斜めに敷設されているようなときには、隣接する被覆シート5間の隙間が一定になるように、裏面側積層部材7を下敷きにして被覆シート5に定規を当ててこの被覆シート5を作業員が切断する。次に、表面側積層部材8の裏面側から表面側に向かって、この表面側積層部材8の貫通孔8aに締結部材9の締結ボルト9aを作業員が挿入する。その結果、隣接する被覆シート5間の隙間を塞ぐように、隣接する被覆シート5の縁部5a上に表面側積層部材8が並べて設置される。次に、締結ボルト9aに座金9dを作業員が差し込み、締結ボルト9aに締結ナット9bを装着して所定のトルクに達するまで締結ナット9bを作業員が締め付ける。このとき、裏面側積層部材7側の貫通孔7aと表面側積層部材8側の貫通孔8aとに固定部材11の固定ボルト11aを挿入可能なように、これらの貫通孔7a,8aが同じ位置になるように裏面側積層部材7と表面側積層部材8とを作業員が位置決めする。その結果、隣接する被覆シート5が裏面側積層部材7と表面側積層部材8との間に挟み込まれた状態で、この隣接する被覆シート5が接合されるとともに、隣接する被覆シート5がのり面4a上で接合される。   Next, as shown in FIG. 11C, an operator inserts a washer 9d into the fastening bolt 9a, and the fastening bolt 9a is inserted into the through-hole 7a from the back side to the front side of the back side laminated member 7 at a predetermined interval. Then the worker inserts. Next, an operator adjusts and arranges the covering sheet 5 at a normal position while removing the wrinkles and the like of the covering sheet 5 so that the covering sheet 5 is covered along the unevenness of the glue surface 4a. The operator adjusts the back-side laminated member 7 to the normal position according to the position. At this time, the gap between the adjacent covering sheets 5 is not constant due to the unevenness of the paste surface 4a, and when the covering sheet 5 is laid obliquely, the gap between the adjacent covering sheets 5 is constant. Further, the operator cuts the covering sheet 5 by placing the back side laminated member 7 as an underlay and applying a ruler to the covering sheet 5. Next, an operator inserts the fastening bolt 9 a of the fastening member 9 into the through hole 8 a of the front side laminated member 8 from the back side to the front side of the front side laminated member 8. As a result, the surface-side laminated member 8 is installed side by side on the edge portion 5a of the adjacent cover sheet 5 so as to close the gap between the adjacent cover sheets 5. Next, the worker inserts the washer 9d into the fastening bolt 9a, attaches the fastening nut 9b to the fastening bolt 9a, and tightens the fastening nut 9b until a predetermined torque is reached. At this time, these through holes 7a and 8a are located at the same position so that the fixing bolt 11a of the fixing member 11 can be inserted into the through hole 7a on the back surface side laminated member 7 side and the through hole 8a on the front surface side laminated member 8 side. The worker positions the back side laminated member 7 and the front side laminated member 8 so as to be. As a result, the adjacent covering sheet 5 is joined in a state where the adjacent covering sheet 5 is sandwiched between the back-side laminated member 7 and the front-side laminated member 8, and the adjacent covering sheet 5 is a paste surface. Joined on 4a.

次に、図11(D)に示すように、表面側積層部材8の貫通孔8aから裏面側積層部材7の貫通孔7aに向かって削孔用ドリルを作業員が挿入して、のり面4aの地盤に削孔用ドリルを使用して所定の深さで作業員が削孔(掘削)し、のり面4aに穴部10dが形成される。このとき、穴部10dの内径が固定ボルト10aの外径よりも大きくなるように、のり面4aを作業員が削孔して穴部10dが形成される。表面側積層部材8の貫通孔8a及び裏面側積層部材7の貫通孔7aよりも内径の大きい穴部10dを形成する場合には、ドリル先端部から径方向に開く切刃を有する拡径用ドリルを使用して、削孔用ドリルによって形成された下穴の内径よりも大きい内径の穴部10dを作業員が形成する。次に、穴部10dを削孔するときに発生した掘削排土を作業員が処理し、穴部10dの穴壁を作業員が清掃する。   Next, as shown in FIG. 11 (D), an operator inserts a drill for drilling from the through hole 8a of the front surface side laminated member 8 toward the through hole 7a of the back surface side laminated member 7, and the slope 4a Using a drilling hole in the ground, the operator drills (excavates) at a predetermined depth, and a hole 10d is formed in the slope 4a. At this time, the hole 10d is formed by the operator drilling the slope 4a so that the inner diameter of the hole 10d is larger than the outer diameter of the fixing bolt 10a. When forming the hole 10d having a larger inner diameter than the through-hole 8a of the front-side laminated member 8 and the through-hole 7a of the back-side laminated member 7, a diameter-expanding drill having a cutting blade that opens radially from the drill tip. The operator forms a hole portion 10d having an inner diameter larger than the inner diameter of the prepared hole formed by the drill for drilling. Next, a worker processes excavation and earth excavation generated when drilling the hole 10d, and the worker cleans the hole wall of the hole 10d.

次に、図11(E)に示すように、穴部10dに挿入する固定ボルト10aの体積分を考慮して、表面側積層部材8の貫通孔8aから裏面側積層部材7の貫通孔7aを通じて定着剤Cを作業員が穴部10dに注入する。次に、表面側積層部材8の貫通孔8aから裏面側積層部材7の貫通孔7aに向かって穴部10dに固定ボルト10aを所定の間隔で作業員が挿入し、定着剤Cが硬化して定着剤層10eが形成されるまで待つ。穴部10dに固定ボルト10aを挿入した場合に、定着剤Cが穴部10dの開口部に達せず定着剤Cが不足するときには、穴部10dに不足分の定着剤Cを作業員が注入し、定着剤Cが穴部10dから溢れ出るときには、余って溢れ出た定着剤Cを作業員が取り除く。   Next, as shown in FIG. 11 (E), considering the volume of the fixing bolt 10a inserted into the hole 10d, the through-hole 8a of the front-side laminated member 8 passes through the through-hole 7a of the back-side laminated member 7. An operator injects the fixing agent C into the hole 10d. Next, an operator inserts fixing bolts 10a into the holes 10d from the through-holes 8a of the front-side laminated member 8 toward the through-holes 7a of the back-side laminated member 7, and the fixing agent C is cured. Wait until the fixing agent layer 10e is formed. When the fixing bolt 10a is inserted into the hole 10d and the fixing agent C does not reach the opening of the hole 10d and the fixing agent C is insufficient, the operator injects the insufficient fixing agent C into the hole 10d. When the fixing agent C overflows from the hole 10d, the worker removes the excessive overflowing fixing agent C.

次に、図11(F)に示すように、定着剤Cが硬化した後に、表面側積層部材8の貫通孔8aから突出している固定ボルト10aに座金10cを作業員が差し込み、固定ボルト10aに固定ナット10bを装着して所定のトルクに達するまで固定ナット10bを作業員が締め付ける。その結果、隣接する被覆シート5が裏面側積層部材7と表面側積層部材8との間に挟み込まれた状態で、この隣接する被覆シート5が接合されるとともに、隣接する被覆シート5がのり面4aに固定される。   Next, as shown in FIG. 11F, after the fixing agent C is cured, an operator inserts a washer 10c into the fixing bolt 10a protruding from the through hole 8a of the surface-side laminated member 8, and the fixing bolt 10a is inserted into the fixing bolt 10a. The worker tightens the fixing nut 10b until the predetermined torque is reached by mounting the fixing nut 10b. As a result, the adjacent covering sheet 5 is joined in a state where the adjacent covering sheet 5 is sandwiched between the back-side laminated member 7 and the front-side laminated member 8, and the adjacent covering sheet 5 is a paste surface. 4a is fixed.

(被覆シートの固定方法)
次に、この発明の第1実施形態に係る被覆シートの固定方法について説明する。
図12(A)に示すように、図1に示す被覆領域Aの周縁領域A2に位置する被覆シート5の縁部5aの外側に、図12(B)に示すように裏面側積層部材12を作業員が並べて大略配置し、のり面4a、のり肩4b及びのり尻4cと被覆シート5の縁部5aとの間に裏面側積層部材12を作業員が挿入する。その結果、被覆シート5の縁部5aの外側に裏面側積層部材12が位置するように、のり面4a、のり肩4b及びのり尻4cと被覆シート5の裏面との間に裏面側積層部材12が並べて設置される。
(Coating sheet fixing method)
Next, the fixing method of the covering sheet which concerns on 1st Embodiment of this invention is demonstrated.
Figure 12 (A), the outside edge portion 5a of the cover sheet 5 located on the peripheral area A 2 of the coating region A shown in FIG. 1, the back side laminate member 12, as shown in FIG. 12 (B) Are roughly arranged side by side, and the worker inserts the back-side laminated member 12 between the edge 4a of the glue surface 4a, the shoulder 4b, the glue butt 4c, and the covering sheet 5. As a result, the back-side laminated member 12 is placed between the glue surface 4a, the shoulder 4b and the glue butt 4c, and the back surface of the coating sheet 5 so that the back-side laminated member 12 is positioned outside the edge 5a of the covering sheet 5. Are installed side by side.

次に、図12(C)に示すように、締結部材14の締結ボルト14aに座金14dを作業員が差し込み、裏面側積層部材12の裏面側から表面側に向かって締結ボルト14aを貫通孔12aに所定の間隔で作業員が挿入する。次に、のり面4a、のり肩4b及びのり尻4cの凹凸に沿って被覆シート5が被覆されるように、被覆シート5の皺などを除去しながら被覆シート5の縁部5aを正規位置に作業員が調整し配置するとともに、被覆シート5の縁部5aの位置に合わせて裏面側積層部材12を正規位置に作業員が調整する。このとき、のり面4a、のり肩4b及びのり尻4cの凹凸によって、被覆シート5が斜めに敷設されているようなときには、裏面側積層部材12の中心線と被覆シート5の縁部5aとが平行になるように、裏面側積層部材12を下敷きにして被覆シート5に定規を当ててこの被覆シート5を作業員が切断する。次に、表面側積層部材13の裏面側から表面側に向かって、この表面側積層部材13の貫通孔13aに締結部材14の締結ボルト14aを作業員が挿入する。その結果、被覆シート5の縁部5aの外側に表面側積層部材13が位置するように、この被覆シート5の縁部5a上に表面側積層部材13が並べて設置される。次に、締結ボルト14aに座金14dを作業員が差し込み、締結ボルト14aに締結ナット14bを装着して所定のトルクに達するまで締結ナット14bを作業員が締め付ける。このとき、裏面側積層部材12側の貫通孔12aと表面側積層部材13側の貫通孔13aとに固定部材15の固定ボルト15aを挿入可能なように、これらの貫通孔12a,13aが同じ位置になるように裏面側積層部材12と表面側積層部材13とを作業員が位置決めする。その結果、被覆シート5の縁部5aが裏面側積層部材7と表面側積層部材8との間に挟み込まれた状態で、被覆シート5の縁部5aがのり面4a、のり肩4b及びのり尻4c上に位置決めされる。   Next, as shown in FIG. 12C, an operator inserts a washer 14 d into the fastening bolt 14 a of the fastening member 14, and inserts the fastening bolt 14 a from the back side to the front side of the back side laminated member 12. The operator inserts them at predetermined intervals. Next, the edge 5a of the covering sheet 5 is brought into a normal position while removing the wrinkles of the covering sheet 5 so that the covering sheet 5 is covered along the unevenness of the glue surface 4a, the shoulder shoulder 4b, and the glue butt 4c. While the worker adjusts and arranges the worker, the worker adjusts the back-side laminated member 12 to the normal position in accordance with the position of the edge portion 5a of the covering sheet 5. At this time, when the covering sheet 5 is laid obliquely by the unevenness of the glue surface 4a, the glue shoulder 4b, and the glue butt 4c, the center line of the back-side laminated member 12 and the edge 5a of the covering sheet 5 are An operator cuts the covering sheet 5 by placing the back side laminated member 12 underlay and applying a ruler to the covering sheet 5 so as to be parallel. Next, an operator inserts the fastening bolt 14 a of the fastening member 14 into the through hole 13 a of the front side laminated member 13 from the back side to the front side of the front side laminated member 13. As a result, the surface-side laminated member 13 is placed side by side on the edge 5 a of the covering sheet 5 so that the surface-side laminated member 13 is positioned outside the edge 5 a of the covering sheet 5. Next, the worker inserts the washer 14d into the fastening bolt 14a, attaches the fastening nut 14b to the fastening bolt 14a, and tightens the fastening nut 14b until a predetermined torque is reached. At this time, these through holes 12a and 13a are located at the same position so that the fixing bolt 15a of the fixing member 15 can be inserted into the through hole 12a on the back surface side laminated member 12 side and the through hole 13a on the front surface side laminated member 13 side. An operator positions the back side laminated member 12 and the front side laminated member 13 so as to be. As a result, the edge 5a of the covering sheet 5 is sandwiched between the back-side laminated member 7 and the front-side laminated member 8 so that the edge 5a of the covering sheet 5 has the glue surface 4a, the glue shoulder 4b, and the glue butt. Positioned on 4c.

次に、図12(D)に示すように、表面側積層部材13の貫通孔13aから裏面側積層部材12の貫通孔12aに向かって削孔用ドリルを作業員が挿入して、のり面4a、のり肩4b及びのり尻4cの地盤に削孔用ドリルを使用して所定の深さで作業員が削孔(掘削)し、のり面4a、のり肩4b及びのり尻4cに穴部15dが形成される。このとき、穴部15dの内径が固定ボルト15aの外径よりも大きくなるように、のり面4a、のり肩4b及びのり尻4cを作業員が削孔して穴部15dが形成される。表面側積層部材13の貫通孔13a及び裏面側積層部材12の貫通孔12aよりも内径の大きい穴部15dを形成する場合には、拡径用ドリルを使用して穴部15dを作業員が形成する。次に、穴部15dを削孔するときに発生した掘削排土を作業員が処理し、穴部15dの穴壁を作業員が清掃する。   Next, as shown in FIG. 12 (D), an operator inserts a drill for drilling from the through hole 13a of the front surface side laminated member 13 toward the through hole 12a of the back surface side laminated member 12, and the slope surface 4a. Then, an operator drills (excavates) at a predetermined depth using a drilling hole in the ground of the shoulder 4b and the tail 4c, and a hole 15d is formed in the glue surface 4a, the shoulder 4b and the shoulder 4c. It is formed. At this time, the hole 15d is formed by an operator drilling the glue surface 4a, the glue shoulder 4b, and the glue butt 4c so that the inner diameter of the hole 15d is larger than the outer diameter of the fixing bolt 15a. When forming the hole 15d having a larger inner diameter than the through-hole 13a of the front-side laminated member 13 and the through-hole 12a of the back-side laminated member 12, the operator forms the hole 15d using a diameter expanding drill. To do. Next, an operator processes excavation and earth excavation generated when drilling the hole 15d, and the worker cleans the hole wall of the hole 15d.

次に、図12(E)に示すように、穴部15dに挿入する固定ボルト15aの体積分を考慮して、表面側積層部材13の貫通孔13aから裏面側積層部材12の貫通孔12aを通じて定着剤Cを作業員が穴部15dに注入する。次に、表面側積層部材13の貫通孔13aから裏面側積層部材12の貫通孔12aに向かって、穴部15dに固定ボルト15aを所定の間隔で作業員が挿入し、定着剤Cが硬化して定着剤層15eが形成されるまで待つ。穴部15dに固定ボルト15aを挿入した場合に、定着剤Cが穴部15dの開口部に達せず定着剤Cが不足するときには、穴部15dに不足分の定着剤Cを作業員が注入し、定着剤Cが穴部15dから溢れ出るときには、余って溢れ出た定着剤Cを作業員が取り除く。   Next, as shown in FIG. 12E, considering the volume of the fixing bolt 15a to be inserted into the hole 15d, the through-hole 13a of the front-side laminated member 13 passes through the through-hole 12a of the back-side laminated member 12. An operator injects the fixing agent C into the hole 15d. Next, a fixing bolt 15a is inserted into the hole 15d at a predetermined interval from the through hole 13a of the front surface side laminated member 13 to the through hole 12a of the back surface side laminated member 12, and the fixing agent C is cured. Until the fixing agent layer 15e is formed. When the fixing bolt 15a is inserted into the hole 15d and the fixing agent C does not reach the opening of the hole 15d and the fixing agent C runs short, the worker injects the insufficient fixing agent C into the hole 15d. When the fixing agent C overflows from the hole 15d, the worker removes the excessive overflowing fixing agent C.

次に、図12(F)に示すように、定着剤Cが硬化した後に、表面側積層部材13の貫通孔13aから突出している固定ボルト15aに座金15cを作業員が差し込み、固定ボルト15aに固定ナット15bを装着して所定のトルクに達するまで固定ナット15bを作業員が締め付ける。その結果、被覆シート5の縁部5aが裏面側積層部材12と表面側積層部材13との間に挟み込まれた状態で、被覆シート5の縁部5aがのり面4a、のり肩4b及びのり尻4cに固定される。   Next, as shown in FIG. 12 (F), after the fixing agent C is cured, an operator inserts a washer 15c into the fixing bolt 15a protruding from the through hole 13a of the surface side laminated member 13, and the fixing bolt 15a is inserted into the fixing bolt 15a. The worker tightens the fixing nut 15b until the predetermined torque is reached by mounting the fixing nut 15b. As a result, the edge 5a of the covering sheet 5 is sandwiched between the back-side laminated member 12 and the front-side laminated member 13, so that the edge 5a of the covering sheet 5 has the glue surface 4a, the shoulder 4b, and the glue butt. It is fixed to 4c.

この発明の第1実施形態に係る被覆シートの接合構造には、以下に記載するような効果がある。
(1) この第1実施形態には、隣接する被覆シート5間の隙間を塞ぐように、これらの隣接する被覆シート5の縁部5aの裏面に裏面側積層部材7が積層されており、隣接する被覆シート5間の隙間を塞ぐように、これらの隣接する被覆シート5の縁部5aの表面に表面側積層部材8が積層されている。また、この第1実施形態では、隣接する被覆シート5の縁部5aが表面側積層部材8と裏面側積層部材7との間に挟み込まれるように、この表面側積層部材8とこの裏面側積層部材7とを締結部材9が締結する。このため、従来の遮水防草シートのような粘着テープを使用せずに、簡単な接続構造によって被覆シート5を短時間に簡便に接合することができる。また、従来の遮水防草シートのようなのり枠や溝形鋼などの各種の押さえ金具を遮水防草シートの敷設後に設置する作業が不要になるため、施工時間が短縮化され安価に施工することができる。さらに、従来の遮水防草シートのような隣接する遮水防草シートに跨って帯状の遮水防草シートを貼り付けて接合する必要がなくなり、被覆シート5を無駄に消費することがなく材料費を大幅に低減することができる。
The joint structure for covering sheets according to the first embodiment of the present invention has the following effects.
(1) In the first embodiment, the back-side laminated member 7 is laminated on the back surface of the edge portion 5a of the adjacent covering sheets 5 so as to close the gap between the adjacent covering sheets 5, The surface-side laminated member 8 is laminated on the surface of the edge portion 5a of the adjacent covering sheets 5 so as to close the gap between the covering sheets 5 to be performed. Moreover, in this 1st Embodiment, this surface side laminated member 8 and this back surface side laminated | stacked so that the edge 5a of the adjacent coating sheet 5 may be pinched | interposed between the surface side laminated member 8 and the back surface side laminated member 7. The fastening member 9 fastens the member 7. For this reason, the covering sheet 5 can be simply joined in a short time with a simple connection structure without using an adhesive tape such as a conventional water-proof and grass-proof sheet. In addition, it is not necessary to install various presser fittings such as glue frames and grooved steel like conventional water-proof and grass-proof sheets after laying the water-proof and grass-proof sheets. Can do. Furthermore, there is no need to affix and join a band-shaped impermeable and weed sheet across adjacent impermeable and weed sheets such as a conventional impermeable and weed sheet, so that the covering sheet 5 is not wasted and material costs are reduced. It can be greatly reduced.

(2) この第1実施形態では、裏面側積層部材7が平板であり、表面側積層部材8がこの平板に弾性力を作用させる板ばねである。このため、弾性を有する簡単な構造の板ばねによって、隣接する被覆シート5の縁部5aを簡便に接合することができる。また、隣接する被覆シート5の縁部5aを板ばねの弾性力によって平板との間に挟み込む構造であるため、のり面4aに凹凸があっても被覆シート5同士を簡単に接合することができる。さらに、裏面側積層部材7が平板であるため、この平板を下敷きとして利用し被覆シート5を簡単に切断し被覆シート5の形状を整えることができる。 (2) In the first embodiment, the back-side laminated member 7 is a flat plate, and the front-side laminated member 8 is a leaf spring that applies an elastic force to the flat plate. For this reason, the edge part 5a of the coating sheet 5 which adjoins can be simply joined by the leaf | plate spring of the simple structure which has elasticity. Moreover, since it is the structure which pinches | interposes the edge part 5a of the adjacent coating sheet 5 between flat plates with the elastic force of a leaf | plate spring, even if there exists an unevenness | corrugation in the paste surface 4a, the coating sheets 5 can be joined easily. . Furthermore, since the back surface side laminated member 7 is a flat plate, the flat sheet can be used as an underlay, and the covering sheet 5 can be easily cut to adjust the shape of the covering sheet 5.

(3) この第1実施形態では、隣接する被覆シート5間の隙間を通過するように、裏面側積層部材7及び表面側積層部材8を締結ボルト9aが貫通し、この締結ボルト9aに締結ナット9bが締結される。このため、従来の遮水防草シートのようなアンカー材を遮水防草シートに貫通させて地盤に打設する作業が不要になり、貫通孔から植物が成長するのを防ぐことができる。 (3) In the first embodiment, the fastening bolt 9a passes through the back-side laminated member 7 and the front-side laminated member 8 so as to pass through the gap between the adjacent covering sheets 5, and a fastening nut is inserted into the fastening bolt 9a. 9b is fastened. For this reason, the operation | work which penetrates an anchor material like the conventional water-impervious grass prevention sheet to a water-impervious grass prevention sheet | seat, and places in a ground becomes unnecessary, and it can prevent that a plant grows from a through-hole.

(4) この第1実施形態では、裏面側積層部材7及び表面側積層部材8をのり面4aに固定部材10が着脱自在に固定する。このため、隣接する被覆シート5を接合した状態でこの被覆シート5をのり面4aに確実に固定することができる。また、被覆シート5が損傷したときには、固定部材10をのり面4aから取り外して、新品の被覆シート5と迅速に交換して取り付けることができる。 (4) In the first embodiment, the fixing member 10 is detachably fixed to the sliding surface 4a of the back side laminated member 7 and the front side laminated member 8. For this reason, in the state which joined the adjacent coating sheet 5, this coating sheet 5 can be reliably fixed to the slope 4a. Further, when the covering sheet 5 is damaged, the fixing member 10 can be removed from the slope surface 4a, and can be quickly replaced with a new covering sheet 5.

(5) この第1実施形態では、隣接する被覆シート5間の隙間を通過するように、裏面側積層部材7及び表面側積層部材8を貫通し、のり面4aに固定ボルト10aが定着されており、この固定ボルト10aに固定ナット10bが締結される。このため、従来の遮水防草シートのようなアンカー材を遮水防草シートに貫通させて地盤に打設する作業が不要になり、貫通孔から植物が成長するのを防ぐことができる。 (5) In the first embodiment, the fixing bolt 10a is fixed to the paste surface 4a through the back side laminated member 7 and the front side laminated member 8 so as to pass through the gap between the adjacent covering sheets 5. The fixing nut 10b is fastened to the fixing bolt 10a. For this reason, the operation | work which penetrates an anchor material like the conventional water-impervious grass prevention sheet to a water-impervious grass prevention sheet | seat, and places in a ground becomes unnecessary, and it can prevent that a plant grows from a through-hole.

(6) この第1実施形態では、のり面4aの穴部10dと固定ボルト10aとの間に充填された状態でこの固定ボルトを定着剤層10eが定着させる。このため、モルタルなどの定着剤Cを穴部10dに注入して、アンカー材として機能する固定ボルト10aを太くすることができ、固定ボルト10aの本数を減少させることができるため、施工の省力化や経済化を図ることができる。 (6) In the first embodiment, the fixing agent layer 10e fixes the fixing bolt in a state of being filled between the hole 10d of the slope surface 4a and the fixing bolt 10a. For this reason, the fixing agent C such as mortar can be injected into the hole 10d to increase the thickness of the fixing bolt 10a functioning as an anchor material, and the number of the fixing bolts 10a can be reduced. And can be economical.

この発明の第1実施形態に係る被覆シートの固定構造には、以下に記載するような効果がある。
(1) この第1実施形態では、被覆シート5の縁部5aの裏面に裏面側積層部材12が積層され、被覆シート5の縁部5aの表面に表面側積層部材13が積層されている。また、この第1実施形態では、表面側積層部材13と裏面側積層部材12との間に被覆シート5の縁部5aが挟み込まれるように、この表面側積層部材13とこの裏面側積層部材12とを締結部材14が締結し、裏面側積層部材12及び表面側積層部材13をのり面4aに固定部材15が着脱自在に固定する。このため、従来の遮水防草シートのようなのり肩やのり尻における掘削や埋戻し作業を省略することができ、施工の省力化や経済化を図ることができる。
The cover sheet fixing structure according to the first embodiment of the present invention has the following effects.
(1) In the first embodiment, the back-side laminated member 12 is laminated on the back surface of the edge portion 5 a of the covering sheet 5, and the surface-side laminated member 13 is laminated on the surface of the edge portion 5 a of the covering sheet 5. Moreover, in this 1st Embodiment, this surface side laminated member 13 and this back side laminated member 12 are so that the edge 5a of the coating sheet 5 may be pinched | interposed between the surface side laminated member 13 and the back side laminated member 12. The fastening member 14 fastens, and the fixing member 15 removably fixes the back side laminated member 12 and the front side laminated member 13 to the slope 4a. For this reason, the excavation and backfilling operations on the shoulders and the bottom of the glue like the conventional water-proof and grass-proof sheet can be omitted, and the labor-saving and cost-effective construction can be achieved.

(2) この第1実施形態では、裏面側積層部材12が平板であり、表面側積層部材13がこの平板に弾性力を作用させる板ばねである。このため、弾性を有する簡単な構造の板ばねによって、被覆シート5の縁部5aを簡便に固定することができる。また、裏面側積層部材12が平板であるため、この平板を下敷きとして利用し被覆シート5を簡単に切断し被覆シート5の形状を整えることができる。 (2) In the first embodiment, the back-side laminated member 12 is a flat plate, and the front-side laminated member 13 is a leaf spring that applies an elastic force to the flat plate. For this reason, the edge part 5a of the coating sheet 5 can be simply fixed by the leaf | plate spring of the simple structure which has elasticity. Moreover, since the back surface side laminated member 12 is a flat plate, the cover sheet 5 can be easily cut and the shape of the cover sheet 5 can be adjusted using this flat plate as an underlay.

(3) この第1実施形態では、被覆シート5の縁部5aの外側を通過するように、裏面側積層部材12及び表面側積層部材13を締結ボルト14aが貫通し、この締結ボルト14aに締結ナット14bが締結される。このため、従来の遮水防草シートのようなアンカー材を遮水防草シートに貫通させて地盤に打設する作業が不要になり、貫通孔から植物が成長するのを防ぐことができる。 (3) In the first embodiment, the fastening bolt 14a passes through the back side laminated member 12 and the front side laminated member 13 so as to pass outside the edge 5a of the covering sheet 5, and is fastened to the fastening bolt 14a. The nut 14b is fastened. For this reason, the operation | work which penetrates an anchor material like the conventional water-impervious grass prevention sheet to a water-impervious grass prevention sheet | seat, and places in a ground becomes unnecessary, and it can prevent that a plant grows from a through-hole.

(4) この第1実施形態では、被覆シート5の縁部5aの外側を通過して裏面側積層部材12と表面側積層部材13とを貫通し、のり面4aに固定ボルト15aが定着されており、この固定ボルト15aに固定ナット15bが締結される。このため、従来の遮水防草シートのようなアンカー材を遮水防草シートに貫通させて地盤に打設する作業が不要になり、貫通孔から植物が成長するのを防ぐことができる。 (4) In the first embodiment, the fixing bolt 15a is fixed to the paste surface 4a through the outer side of the edge portion 5a of the covering sheet 5 and penetrating the back side laminated member 12 and the front side laminated member 13. The fixing nut 15b is fastened to the fixing bolt 15a. For this reason, the operation | work which penetrates an anchor material like the conventional water-impervious grass prevention sheet to a water-impervious grass prevention sheet | seat, and places in a ground becomes unnecessary, and it can prevent that a plant grows from a through-hole.

(5) この第1実施形態では、のり面4aの穴部15dと固定ボルト15aとの間に充填された状態でこの固定ボルト15aを定着剤層15eが定着させる。このため、定着剤Cを穴部15dに注入して、アンカー材として機能する固定ボルト15aを太くすることができ、固定ボルト15aの抵抗力を簡単に増大させることができる。その結果、従来の遮水防草シートのようなのり肩やのり尻における掘削や埋戻し作業を省略することができるとともに、固定ボルト15aの本数を減少させることができるため、施工の省力化や経済化を図ることができる。 (5) In the first embodiment, the fixing bolt 15a is fixed to the fixing bolt 15a in a state in which the fixing bolt 15a is filled between the hole 15d of the slope 4a and the fixing bolt 15a. For this reason, the fixing agent C can be injected into the hole 15d to thicken the fixing bolt 15a functioning as an anchor material, and the resistance force of the fixing bolt 15a can be easily increased. As a result, excavation and backfilling work can be omitted at the shoulders and bottoms of the shoulders like the conventional water-proof and grass-proof sheet, and the number of fixing bolts 15a can be reduced. Can be achieved.

(第2実施形態)
以下では、図1〜図12に示す部分と同一の部分については、同一の番号を付して詳細な説明を省略する。
図13に示す接合構造6は、図3、図5及び図6に示す表面側積層部材8とは異なり、図13に示すように表面側積層部材8の両端部を略直角に折り曲げた挟み込み部8bを備えている。図14に示す固定構造11は、図7、図9及び図10に示す表面側積層部材13とは異なり、図14に示すように表面側積層部材13の両端部を略直角に折り曲げた挟み込み部13bを備えている。表面側積層部材13は、例えば、金属製又は合成樹脂製の屈曲板であり、金属製の場合には平鋼の両縁部を略直角にプレス加工して形成され、合成樹脂製の場合には一体成型によって形成される。この第2実施形態には、第1実施形態と同様の効果がある。
(Second Embodiment)
In the following, the same parts as those shown in FIGS. 1 to 12 are denoted by the same reference numerals and detailed description thereof is omitted.
13 is different from the surface-side laminated member 8 shown in FIGS. 3, 5, and 6 in that the sandwiched portion is formed by bending both end portions of the surface-side laminated member 8 at substantially right angles as shown in FIG. 8b. 14 is different from the surface-side laminated member 13 shown in FIGS. 7, 9, and 10, and is sandwiched by bending both ends of the surface-side laminated member 13 at substantially right angles as shown in FIG. 13b. The surface-side laminated member 13 is, for example, a bent plate made of metal or synthetic resin, and is formed by pressing both edges of flat steel at a substantially right angle in the case of metal. Is formed by integral molding. This second embodiment has the same effect as the first embodiment.

(第3実施形態)
図15に示す固定部材15は、隙間調整部15fを備えている。隙間調整部15fは、表面側積層部材13と裏面側積層部材12とが一定の間隔をあけて被覆シート5の縁部5aを挟み込むように、この表面側積層部材13とこの裏面側積層部材12との間の隙間を調整する部材である。隙間調整部15fは、被覆シート5と略同じ厚さを有する金属製又は合成樹脂製の帯状部材であり、表面側積層部材13と裏面側積層部材12との間の隙間を一定にするスペーサとして機能する。隙間調整部15fは、例えば、被覆シート5を帯状に切断した帯状部材がダミーとして利用される。隙間調整部15fは、被覆シート5の縁部5aが挟み込まれる側とは反対側の表面側積層部材13の縁部と裏面側積層部材12の縁部との間に挟み込まれている。
(Third embodiment)
The fixing member 15 shown in FIG. 15 includes a gap adjusting portion 15f. The gap adjusting portion 15f is configured so that the front side laminated member 13 and the back side laminated member 12 sandwich the edge portion 5a of the covering sheet 5 with a certain distance therebetween. It is a member which adjusts the clearance gap between. The gap adjusting portion 15f is a band-shaped member made of metal or synthetic resin having substantially the same thickness as the cover sheet 5, and serves as a spacer that keeps the gap between the front side laminated member 13 and the rear side laminated member 12 constant. Function. For example, a band-shaped member obtained by cutting the covering sheet 5 into a band shape is used as the gap adjusting unit 15f. The gap adjusting portion 15 f is sandwiched between the edge portion of the front surface side laminated member 13 and the edge portion of the back surface side laminated member 12 opposite to the side where the edge portion 5 a of the covering sheet 5 is sandwiched.

この第3実施形態に係る被覆シートの固定構造には、第1実施形態及び第2実施形態の効果に加えて、以下に記載するような効果がある。
この第3実施形態では、表面側積層部材13と裏面側積層部材12とが一定の間隔をあけて被覆シート5の縁部5aを挟み込むように、この表面側積層部材13とこの裏面側積層部材12との間の隙間を隙間調整部15fが調整する。このため、表面側積層部材13と裏面側積層部材12とが傾いた姿勢で被覆シート5の縁部5aを挟み込むのを防止し、表面側積層部材13と裏面側積層部材12との間に被覆シート5の縁部5aを均等に挟み込み、被覆シート5をのり面4aに確実に固定することができる。
The covering sheet fixing structure according to the third embodiment has the following effects in addition to the effects of the first and second embodiments.
In the third embodiment, the front-side laminated member 13 and the back-side laminated member 13 are sandwiched between the front-side laminated member 13 and the back-side laminated member 12 with a certain distance therebetween. The gap adjusting unit 15f adjusts the gap between the two. For this reason, it is possible to prevent the edge portion 5a of the covering sheet 5 from being sandwiched between the front-side laminated member 13 and the back-side laminated member 12 and to cover the surface-side laminated member 13 and the back-side laminated member 12 with each other. The edge 5a of the sheet 5 can be sandwiched evenly, and the covering sheet 5 can be securely fixed to the slope 4a.

(第4実施形態)
図16に示す接合構造6は、図5及び図13に示す締結ボルト9aとは異なり、図16に示すように締結ボルト9aの頭部が裏面側積層部材7の表面に溶接などによって固定されている。同様に、図17に示す固定構造11は、図9及び図14に示す締結ボルト14aとは異なり、図17に示すように締結ボルト14aの頭部が裏面側積層部材12の表面に溶接などによって固定されている。この第4実施形態では、第1実施形態〜第3実施形態の効果に加えて、図5、図9、図13及び図14に示すような裏面側積層部材7,12の貫通孔7a,12aに締結ボルト9a,14aを作業員が挿入する作業が必要ないため、組立作業を短時間で実施することができる。
(Fourth embodiment)
16 differs from the fastening bolt 9a shown in FIGS. 5 and 13 in that the head of the fastening bolt 9a is fixed to the surface of the back-side laminated member 7 by welding or the like as shown in FIG. Yes. Similarly, the fixing structure 11 shown in FIG. 17 is different from the fastening bolt 14a shown in FIGS. 9 and 14, and the head of the fastening bolt 14a is welded to the surface of the back side laminated member 12 as shown in FIG. It is fixed. In the fourth embodiment, in addition to the effects of the first to third embodiments, the through holes 7a and 12a of the back-side laminated members 7 and 12 as shown in FIGS. 5, 9, 13 and 14 are used. In addition, since the operator does not need to insert the fastening bolts 9a and 14a, the assembling operation can be performed in a short time.

(第5実施形態)
図18及び図19に示す接合構造6は、図6に示す固定ボルト10aとは構造が異なる。図20及び図21に示す固定構造11は、図10に示す固定ボルト15aとは構造が異なる。図18〜図21に示す固定ボルト10a,15aは、例えば、中空鋼管の端部又は全長に雄ねじ部が形成されている。固定ボルト10a,15aは、図19及び図21に示す注入口10g,15gと、図18〜図21に示す排出口10h,15hなどを備えている。図19及び図21に示す注入口10g,15gは、固定ボルト10a,15aの内部に定着剤Cを注入する部分である。注入口10g,15gは、固定ボルト10a,15aの端部に形成されている。図18〜図21に示す排出口10h,15hは、固定ボルト10a,15aの内部に注入される定着剤Cをこの固定ボルト10a,15aの外部に排出する部分である。排出口10h,15hは、固定ボルト10a,15aと穴部10d,15dとの間の隙間に定着剤Cを充填するための吐出穴として機能し、固定ボルト10a,15aの側面を貫通して形成されている。
(Fifth embodiment)
18 and 19 is different in structure from the fixing bolt 10a shown in FIG. The fixing structure 11 shown in FIGS. 20 and 21 is different in structure from the fixing bolt 15a shown in FIG. In the fixing bolts 10a and 15a shown in FIGS. 18 to 21, for example, a male screw portion is formed at the end portion or the entire length of the hollow steel pipe. The fixing bolts 10a and 15a include injection ports 10g and 15g shown in FIGS. 19 and 21, discharge ports 10h and 15h shown in FIGS. The injection ports 10g and 15g shown in FIGS. 19 and 21 are portions for injecting the fixing agent C into the fixing bolts 10a and 15a. The injection ports 10g and 15g are formed at the ends of the fixing bolts 10a and 15a. The discharge ports 10h and 15h shown in FIGS. 18 to 21 are portions for discharging the fixing agent C injected into the fixing bolts 10a and 15a to the outside of the fixing bolts 10a and 15a. The discharge ports 10h and 15h function as discharge holes for filling the fixing agent C in the gaps between the fixing bolts 10a and 15a and the holes 10d and 15d, and are formed through the side surfaces of the fixing bolts 10a and 15a. Has been.

次に、この発明の第5実施形態に係る被覆シートの接合方法とその固定方法について説明する。
図19及び図21に示す穴部10d,15dをのり面4aに作業員が削孔した後に、固定ボルト10a,15aを穴部10d,15dに作業員が挿入する。次に、図中二点鎖線で示す注入装置側の注入口の雌ねじ部を、固定ボルト10a,15a側の注入口10g,15gの雄ねじ部と噛み合わせて、注入口10g,15gを密閉した状態で注入装置から固定ボルト10a,15aに定着剤Cが加圧注入される。その結果、注入口10g,15gから注入された定着剤Cが固定ボルト10a,15a内に流入すると、この定着剤Cが排出口10h,15hから流出し、固定ボルト10a,15aと穴部10d,15dとの間の隙間に定着剤Cが流入し定着剤Cが充填される。
Next, a covering sheet joining method and a fixing method thereof according to a fifth embodiment of the present invention will be described.
After the holes 10d and 15d shown in FIGS. 19 and 21 are drilled in the slope 4a by the worker, the fixing bolts 10a and 15a are inserted into the holes 10d and 15d by the worker. Next, the female screw portion of the injection port on the injection device side indicated by the two-dot chain line in the figure is engaged with the male screw portions of the injection ports 10g and 15g on the fixing bolts 10a and 15a, and the injection ports 10g and 15g are sealed. Then, the fixing agent C is pressurized and injected from the injection device to the fixing bolts 10a and 15a. As a result, when the fixing agent C injected from the injection ports 10g, 15g flows into the fixing bolts 10a, 15a, the fixing agent C flows out from the discharge ports 10h, 15h, and the fixing bolts 10a, 15a and the holes 10d, The fixing agent C flows into the gap between the fixing member C and the fixing agent C.

この発明の第5実施形態に係る被覆シートの接合構造とその固定構造には、第1実施形態〜第4実施形態の効果に加えて、以下に記載するような効果がある。
この第5実施形態では、固定ボルト10a,15aの内部に注入される定着剤Cをこの固定ボルト10a,15aの外部に排出口10h,15hが排出する。このため、固定ボルト10a,15aを穴部10d,15dに挿入した状態で定着剤Cを最適な量だけ穴部10d,15dに注入することができる。
In addition to the effects of the first to fourth embodiments, the cover sheet joining structure and the fixing structure thereof according to the fifth embodiment of the present invention have the following effects.
In the fifth embodiment, the fixing agent C injected into the fixing bolts 10a and 15a is discharged to the outside of the fixing bolts 10a and 15a through the discharge ports 10h and 15h. For this reason, it is possible to inject the fixing agent C into the holes 10d and 15d by an optimum amount with the fixing bolts 10a and 15a inserted in the holes 10d and 15d.

(第6実施形態)
図22に示す接合構造6は、図6、図18及び図19に示す固定ボルト10aとは異なり、図22に示すように固定ボルト10aをのり面4aに直接打ち込む構造である。同様に、図23に示す固定構造11は、図10、図20及び図21に示す固定ボルト15aとは異なり、図23に示すように固定ボルト15aをのり面4aに直接打ち込む構造である。この第6実施形態では、第1実施形態〜第4実施形態に加えて、穴部10d,15d及び定着剤層10e,15eを形成する必要がなく、固定作業を短時間に終了することができる。
(Sixth embodiment)
22 is different from the fixing bolt 10a shown in FIGS. 6, 18 and 19 in that the fixing bolt 10a is directly driven into the slope 4a as shown in FIG. Similarly, the fixing structure 11 shown in FIG. 23 differs from the fixing bolt 15a shown in FIGS. 10, 20, and 21 in that the fixing bolt 15a is directly driven into the slope surface 4a as shown in FIG. In the sixth embodiment, in addition to the first to fourth embodiments, it is not necessary to form the holes 10d and 15d and the fixing agent layers 10e and 15e, and the fixing operation can be completed in a short time. .

(他の実施形態)
この発明は、以上説明した実施形態に限定するものではなく、以下に記載するように種々の変形又は変更が可能であり、これらもこの発明の範囲内である。
(1) この実施形態では、被覆シート5によってのり面4aを被覆する場合を例に挙げて説明したが、原地盤を切り取った土構造物である切取(切土)を被覆シート5によって被覆する場合についてもこの発明を適用することができる。また、この実施形態では、鉄道の盛土4を例に挙げて説明したが、道路、宅地造成地などの盛土についてもこの発明を適用することができる。さらに、この実施形態では、被覆シート5によって傾斜面を被覆する場合を例に挙げて説明したが、被覆シート5によって水平面を被覆する場合についてもこの発明を適用することができる。
(Other embodiments)
The present invention is not limited to the embodiment described above, and various modifications or changes can be made as described below, and these are also within the scope of the present invention.
(1) In this embodiment, the case where the slope 4a is covered with the covering sheet 5 has been described as an example. However, the covering sheet 5 covers a cut (soil) which is a soil structure obtained by cutting the original ground. The present invention can be applied to cases. Moreover, although this embodiment demonstrated and demonstrated the bank embankment 4 as an example, this invention is applicable also to embankments, such as a road and a residential land development land. Furthermore, in this embodiment, the case where the inclined surface is covered with the covering sheet 5 has been described as an example. However, the present invention can also be applied to the case where the covering sheet 5 covers the horizontal plane.

(2) この実施形態では、のり面4aの左右方向で隣接する被覆シート5を接合構造6によって接合する場合を例に挙げて説明したが、のり面4aの上下方向で隣接する被覆シート5を接合構造6によって接合することもできる。また、この実施形態では、裏面側積層部材7,12が平板であり、表面側積層部材8.13が板ばねである場合を例に挙げて説明したが、裏面側積層部材7,12が板ばねであり、表面側積層部材8.13が平板である場合についてもこの発明を適用することができる。さらに、この実施形態では、表面側積層部材8,13が湾曲板又は屈曲板である場合を例に挙げて説明したが、表面側積層部材8,13を複数折り曲げた板に形成することもできる。 (2) In this embodiment, the case where the covering sheet 5 adjacent in the left-right direction of the slope 4a is joined by the joining structure 6 has been described as an example, but the covering sheet 5 adjacent in the up-down direction of the slope 4a is used. It can also be joined by the joining structure 6. In this embodiment, the back side laminated members 7 and 12 are flat plates and the front side laminated member 8.13 is a leaf spring. However, the back side laminated members 7 and 12 are plate. The present invention can also be applied to the case where the spring is a spring and the front-side laminated member 8.13 is a flat plate. Furthermore, in this embodiment, the case where the surface-side laminated members 8 and 13 are curved plates or bent plates has been described as an example. However, the surface-side laminated members 8 and 13 can be formed into a plurality of folded plates. .

(3) この第1実施形態では、現場組立時に裏面側積層部材7,12の貫通孔7a,12aから締結ボルト9a,14aを挿入する場合を例に挙げて説明したが、工場出荷時に裏面側積層部材7,12の貫通孔7a,12aから締結ボルト9a,14aを予め挿入した状態で、裏面側積層部材に締結ボルト9a,14aを溶接などによって固定しておくこともできる。また、この第5実施形態及び第6実施形態では、接合構造6の固定ボルト10aに定着剤Cを加圧注入する場合を例に挙げて説明したが、固定構造11の固定ボルト15aについても固定ボルト10aと同一構造にして定着剤Cを加圧注入することができる。 (3) In the first embodiment, the case where the fastening bolts 9a, 14a are inserted from the through holes 7a, 12a of the back side laminated members 7, 12 at the time of on-site assembly has been described as an example. The fastening bolts 9a and 14a can be fixed to the back-side laminated member by welding or the like with the fastening bolts 9a and 14a inserted in advance from the through holes 7a and 12a of the laminated members 7 and 12. In the fifth and sixth embodiments, the case where the fixing agent C is injected under pressure into the fixing bolt 10a of the joining structure 6 has been described as an example. However, the fixing bolt 15a of the fixing structure 11 is also fixed. The fixing agent C can be injected under pressure with the same structure as the bolt 10a.

1 車両
2 軌道
3 路盤
4 盛土
4a のり面(地表面)
4b のり肩
4c のり尻
5 被覆シート
5a 縁部
6 接合構造
7 裏面側積層部材
8 表面側積層部材
9 締結部材
9a 締結ボルト
9b 締結ナット
10 固定部材
10a 固定ボルト
10b 固定ナット
10d 穴部
10e 定着剤層
10g 注入口
10h 排出口
11 固定構造
12 裏面側積層部材
13 表面側積層部材
14 締結部材
14a 締結ボルト
14b 締結ナット
15 固定部材
15a 固定ボルト
15b 固定ナット
15d 穴部
15e 定着剤層
15f 隙間調整部
15g 注入口
15h 排出口
A 被覆領域
1 隣接領域
2 周縁領域
C 定着剤
DESCRIPTION OF SYMBOLS 1 Vehicle 2 Track 3 Subbase 4 Filling 4a Slope (ground surface)
4b glue shoulder 4c glue butt 5 covering sheet 5a edge 6 joint structure 7 back side laminated member 8 surface side laminated member 9 fastening member 9a fastening bolt 9b fastening nut 10 fixing member 10a fixing bolt 10b fixing nut 10d hole 10e fixing agent layer 10 g inlet 10 h outlet 11 fixing structure 12 back side laminated member 13 front side laminated member 14 fastening member 14a fastening bolt 14b fastening nut 15 fixing member 15a fixing bolt 15b fixing nut 15d hole 15e fixing agent layer 15f clearance adjustment part 15g Note Inlet 15h Discharge port A Covering area A 1 Adjacent area A 2 Edge area C Fixing agent

Claims (2)

地表面を被覆する被覆シートを地表面上で接合する被覆シートの接合構造であって、
隣接する被覆シート間の隙間を塞ぐように、これらの隣接する被覆シートの縁部の裏面に積層される裏面側積層部材と、
前記隣接する被覆シート間の隙間を塞ぐように、これらの隣接する被覆シートの縁部の表面に積層される表面側積層部材と、
前記表面側積層部材と前記裏面側積層部材との間に前記隣接する被覆シートの縁部が挟み込まれるように、この表面側積層部材とこの裏面側積層部材とを締結する締結部材と、
前記裏面側積層部材及び前記表面側積層部材を前記地表面に着脱自在に固定する固定部材とを備え、
前記裏面側積層部材は、平板であり、
前記表面側積層部材は、前記平板に弾性力を作用させる板ばねであり、
前記締結部材は、
前記隣接する被覆シート間の隙間を通過するように、前記裏面側積層部材及び前記表面側積層部材の貫通孔を貫通する締結ボルトと、
前記締結ボルトに締結される締結ナットとを備え、
前記固定部材は、
前記隣接する被覆シート間の隙間を通過するように、前記裏面側積層部材及び前記表面側積層部材の貫通孔を貫通し、前記地表面に定着される固定ボルトと、
前記固定ボルトに締結される固定ナットと、
前記地表面の穴部と前記固定ボルトとの間に充填された状態でこの固定ボルトを定着させる定着剤層とを備え、
前記裏面側積層部材の貫通孔と前記表面側積層部材の貫通孔とは、前記隣接する被覆シート間の隙間に沿って間隔をあけて配置されていること、
特徴とする被覆シートの接合構造。
A covering sheet joining structure for joining a covering sheet covering the ground surface on the ground surface,
A back-side laminated member that is laminated on the back of the edge of these adjacent covering sheets so as to close the gap between the adjacent covering sheets;
A surface-side laminated member laminated on the surface of the edge of these adjacent covering sheets so as to close the gap between the adjacent covering sheets;
A fastening member that fastens the front-side laminated member and the back-side laminated member so that an edge of the adjacent covering sheet is sandwiched between the front-side laminated member and the back-side laminated member,
A fixing member that removably fixes the back side laminated member and the front side laminated member to the ground surface;
The back side laminated member is a flat plate,
The surface-side laminated member is a leaf spring that applies an elastic force to the flat plate,
The fastening member is
Fastening bolts that pass through the through-holes of the back-side laminated member and the front-side laminated member so as to pass through the gap between the adjacent covering sheets,
A fastening nut fastened to the fastening bolt;
The fixing member is
Fixing bolts that pass through the through-holes of the back-side laminated member and the front-side laminated member and are fixed to the ground surface so as to pass through the gap between the adjacent covering sheets,
A fixing nut fastened to the fixing bolt;
A fixing agent layer for fixing the fixing bolt in a state filled between the hole on the ground surface and the fixing bolt;
The through-holes of the back-side laminated member and the through-holes of the front-side laminated member are arranged at intervals along the gap between the adjacent covering sheets;
Joint structure of the cover sheet you characterized.
請求項に記載の被覆シートの接合構造において、
前記固定ボルトは、この固定ボルトの内部に注入される定着剤をこの固定ボルトの外部に排出する排出口を備えること、
を特徴とする被覆シートの接合構造。
In the joining structure of the covering sheet according to claim 1 ,
The fixing bolt includes a discharge port for discharging the fixing agent injected into the fixing bolt to the outside of the fixing bolt;
Cover sheet joining structure characterized by the above.
JP2015229230A 2015-11-25 2015-11-25 Covered sheet joint structure Active JP6485916B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015229230A JP6485916B2 (en) 2015-11-25 2015-11-25 Covered sheet joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015229230A JP6485916B2 (en) 2015-11-25 2015-11-25 Covered sheet joint structure

Publications (2)

Publication Number Publication Date
JP2017095981A JP2017095981A (en) 2017-06-01
JP6485916B2 true JP6485916B2 (en) 2019-03-20

Family

ID=58816956

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015229230A Active JP6485916B2 (en) 2015-11-25 2015-11-25 Covered sheet joint structure

Country Status (1)

Country Link
JP (1) JP6485916B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2022180672A1 (en) * 2021-02-24 2022-09-01 株式会社興栄ケミカル工業所 Structure for installing weed proof sheet and method for installing weed proof sheet

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5226162Y2 (en) * 1973-07-04 1977-06-14
JPS6038763Y2 (en) * 1981-05-22 1985-11-19 岡部株式会社 Perforated metal formwork board for construction of retaining walls, etc.
JPH0453413Y2 (en) * 1986-11-01 1992-12-15
JPH04231512A (en) * 1990-12-28 1992-08-20 Soil Kogyo Kk Civil construction using sheet and sheet joint
JP2001025721A (en) * 1999-07-15 2001-01-30 Wakatsuki Shearing:Kk Fixing device of flexible surface body
JP4446829B2 (en) * 2004-07-28 2010-04-07 日鐵住金建材株式会社 Slope stabilization method
JP4530378B2 (en) * 2005-09-09 2010-08-25 株式会社大林組 Seismic reinforcement method for masonry wall and masonry wall reinforcement used therefor
JP2013185370A (en) * 2012-03-08 2013-09-19 Takara Yojo Shizai Kk Connector for protective sheet
KR101354485B1 (en) * 2013-06-19 2014-01-27 (주)엘앤케이시설물 Construction method of sheet for preventing growing weeds

Also Published As

Publication number Publication date
JP2017095981A (en) 2017-06-01

Similar Documents

Publication Publication Date Title
JP4998831B2 (en) Weed prevention structure on the surface and construction method of the weed prevention sheet on the surface
KR101058561B1 (en) Retaining wall with improved drainage function and construction method of retaining wall
EP3099859B1 (en) Method for waterproofing railway bridges
US6755596B2 (en) Plastic lined canal
EP1655566A2 (en) Flexible multilayer composite material
JP6485916B2 (en) Covered sheet joint structure
JP5413676B2 (en) Weedproof structure including weedproof sheet and construction method thereof
KR20170100322A (en) Double independent type retaining wall temporary structure for elimnating back row pile and tie anker and construction method of the same
CA2738146A1 (en) Subsurface insulation product and method for installing same
JP4591621B1 (en) Weedproof structure and construction method thereof
US20130343818A1 (en) Subsurface Insulation Product and Method for Installing Same
KR101401401B1 (en) Waterproof seat for tunnel and waterproof tunnel protecting process using the same
KR101384738B1 (en) Waterproofing method for precast tunnel structure
CN107806080A (en) A kind of Novel geogrid
JP5463917B2 (en) Weedproof structure, construction method thereof, and plate member
JP2008184814A (en) Slope protection material
JP5440122B2 (en) Weedproof structure and construction method thereof
US9010378B2 (en) Fluid liner fabrication and installation
JP5261121B2 (en) Reinforced structure of paved road
JP4607204B2 (en) Rigid joint structure of pier and main girder
JP6535488B2 (en) Grass protection structure and construction method thereof
JP4951254B2 (en) Leg frame structure and method for constructing the frame structure
KR101818600B1 (en) Cover material for protecting waterproof made three layers of PE foam and non-woven and method constructing the cover material thereof
JP5445380B2 (en) Weedproof structure and construction method thereof
JP2018199907A (en) Capacity expansion method of drain ditch

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20171121

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20180718

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20180810

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20180915

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20190215

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20190215

R150 Certificate of patent or registration of utility model

Ref document number: 6485916

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150