JP4580361B2 - How to prevent falling pieces of structure - Google Patents

How to prevent falling pieces of structure Download PDF

Info

Publication number
JP4580361B2
JP4580361B2 JP2006097257A JP2006097257A JP4580361B2 JP 4580361 B2 JP4580361 B2 JP 4580361B2 JP 2006097257 A JP2006097257 A JP 2006097257A JP 2006097257 A JP2006097257 A JP 2006097257A JP 4580361 B2 JP4580361 B2 JP 4580361B2
Authority
JP
Japan
Prior art keywords
fiber bundle
lattice
fall prevention
fall
prevention material
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2006097257A
Other languages
Japanese (ja)
Other versions
JP2007270510A (en
Inventor
俊行 近藤
欣伸 村瀬
浩司 山田
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.)
Sumitomo Osaka Cement Co Ltd
Original Assignee
Sumitomo Osaka Cement Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sumitomo Osaka Cement Co Ltd filed Critical Sumitomo Osaka Cement Co Ltd
Priority to JP2006097257A priority Critical patent/JP4580361B2/en
Publication of JP2007270510A publication Critical patent/JP2007270510A/en
Application granted granted Critical
Publication of JP4580361B2 publication Critical patent/JP4580361B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Description

本発明は、トンネル、橋梁等の構造物からの剥離片の落下防止方法、特に剥離片の突発的な落下による事故を未然に防止するための構造物の剥離片の落下防止方法に関するものである。   The present invention relates to a method for preventing fall of a peeled piece from a structure such as a tunnel or a bridge, and more particularly to a method for preventing the fall of a peeled piece of a structure to prevent an accident caused by a sudden drop of the peeled piece. .

コンクリート等構造物の剥落防止法として、従来行なわれてきた方法のうち、「金属ネット、エキスパンドメタル等をアンカーボルト等で固定する方法」は、取付け面の平滑化に加え、布設面形状に合わせた鋼材の正確な曲げ加工が必要になるが、布設部にケーブルなどの既設物がある場合、その都度の細かな加工で複雑になるので、施工コストが割高になるだけでなく、補修個所付近で水の湧出が生じると補強材が劣化して補強効果が低下したり、金属使用による電気の導電事故が発生したりするリスクも内包している。また、「炭素やビニロン繊維等をポリマーセメントモルタル等で吹付け固定する方法」は、広く採用されているが、取付け面の洗浄や平滑化等の対策で施工コストが割高になり、補修対象は限定的とならざるを得ない。さらに、構造物に湧出水の道が出来た場合、モルタル等補強層が剥離し易くなり、剥落の危険性を残すことになる。   Among the methods that have been used in the past as a method for preventing the peeling of structures such as concrete, the “method of fixing metal nets, expanded metal, etc. with anchor bolts” is not only smoothing the mounting surface but also according to the laying surface shape. However, if there is an existing object such as a cable in the laying section, it will be complicated by fine processing each time, so the construction cost will not only be expensive, but also near the repair site There is also the risk that the reinforcing material will deteriorate and the reinforcing effect will be reduced if water is spilled out, and that electrical accidents will occur due to the use of metal. In addition, the “method of spraying and fixing carbon or vinylon fiber etc. with polymer cement mortar” is widely adopted, but the construction cost is expensive due to measures such as cleaning and smoothing the mounting surface, so the repair target is It must be limited. Furthermore, when a spring water path is created in the structure, the reinforcing layer such as mortar is easily peeled off, leaving a risk of peeling off.

これら問題点を解決するものとして、特許文献1には、「ガラス繊維束等からなるメッシュ織物又はネットである格子状落下防止材をアンカーボルト等で固定する方法」が提案されている。しかしながら、1)ガラス繊維は剪断破壊を起こしやすいという弱点があるため、織り曲げることができず、ネットにする場合、その交点の固定強度の確保が難しく、簡単に目ズレが起こるという問題、2)ネットの目の形状が負荷荷重で細長く変形して伸びやすく、布設されたネット自体が大きく垂れ下がるという問題を有する。ネットの垂れ下がりは、トンネル内を通過する電車の列車風による風圧変化の影響を受けて、疲労劣化という長期強度上の信頼性が危惧され、また、構造物表面の視認作業をも困難にしてしまう。   As a means for solving these problems, Patent Document 1 proposes “a method of fixing a grid-like fall prevention material, which is a mesh fabric or net made of a glass fiber bundle or the like, with an anchor bolt” or the like. However, 1) glass fibers have a weak point that they are liable to cause shear failure, so that they cannot be woven. When a net is used, it is difficult to ensure the fixing strength at the intersection, and the problem of misalignment easily occurs. ) There is a problem that the shape of the net of the net is elongated and deforms easily under load, and the installed net itself droops greatly. The drooping of the net is affected by changes in the wind pressure due to the train wind of the train passing through the tunnel, and there is concern about the long-term reliability of fatigue deterioration, and also makes it difficult to visually check the structure surface. .

特開2004−293150号公報JP 2004-293150 A

かかる状況下、本発明の目的は、トンネル等構造物内壁に布設する格子状落下防止材であって、従来のネットのような垂れ下がりを生じないため構造物表面の視認が容易であり、且つ、施工性に優れる格子状落下防止材を用いる剥離片落下防止方法を提供することにある。   Under such circumstances, the object of the present invention is a lattice-like fall prevention material laid on the inner wall of a structure such as a tunnel, and it is easy to visually recognize the structure surface because it does not hang down like a conventional net, and It is providing the peeling piece fall prevention method using the grid | lattice-like fall prevention material which is excellent in workability.

本発明者らは、鋭意検討を行った結果、横方向に剛性を付与した剛直繊維束を用い、縦方向に剛性を付与していない柔軟繊維束を用いて、かつ、両繊維束の各交点が固着された簾状長尺ネットである格子状落下防止材を用いることで、上記目的が達成されることを見出し、本発明を完成した。   As a result of intensive studies, the inventors of the present invention have used a rigid fiber bundle that has been given rigidity in the lateral direction, a flexible fiber bundle that has not been given rigidity in the vertical direction, and each intersection of both fiber bundles. The present invention has been completed by finding that the above object can be achieved by using a grid-like fall prevention material, which is a saddle-like long net to which is fixed.

すなわち、本発明は、
(1)構造物表面に格子状落下防止材を固定してなる構造物の剥離片の落下防止方法であって、格子状落下防止材が、横方向に剛性を付与した剛直繊維束を用い、縦方向に剛性を付与していない柔軟繊維束を用いて、両繊維束の各交点が固着された簾状長尺ネットであることを特徴とする構造物の剥離片の落下防止方法;
(2)格子状落下防止材を構成する繊維束が、不燃性もしくは自己消火性でかつ不導性を有する繊維からなるものである上記(1)の構造物の剥離片の落下防止方法;
(3)格子状落下防止材を構成する繊維束が、ガラス繊維束、カーボン繊維束、アラミド繊維束、ビニロン繊維束、ナイロン繊維束、スーパー繊維束の群から選ばれる少なくとも一種の繊維束である上記(1)又は(2)の構造物の剥離片の落下防止方法;
(4)横方向繊維束の剛性付与および両繊維束の交点の固着が、難燃性又は自己消火性の樹脂の含浸によるものである上記(1)〜(3)のいずれかの構造物の剥離片の落下防止方法;
(5)格子状落下防止材の縦方向及び横方向の目間隔がいずれも10〜50mmである上記(1)〜(4)のいずれかの構造物の剥離片の落下防止方法;
(6)構造物の表面に格子状落下防止材をアンカーで固定することを特徴とする上記(1)〜(5)のいずれかの構造物の剥離片の落下防止方法;
を提供する。
That is, the present invention
(1) A method for preventing fall of a peeled piece of a structure formed by fixing a lattice-like fall prevention material on the structure surface, wherein the lattice-like fall prevention material uses a rigid fiber bundle imparted with rigidity in the lateral direction, A method for preventing fall of a peeled piece of a structure, which is a saddle-like long net to which each intersection of both fiber bundles is fixed using a flexible fiber bundle not given rigidity in the longitudinal direction;
(2) The method for preventing fall of the peeled piece of the structure according to (1) above, wherein the fiber bundle constituting the lattice-like fall prevention material is made of non-flammable or self-extinguishing and non-conductive fibers;
(3) The fiber bundle constituting the lattice-shaped fall prevention material is at least one fiber bundle selected from the group consisting of a glass fiber bundle, a carbon fiber bundle, an aramid fiber bundle, a vinylon fiber bundle, a nylon fiber bundle, and a super fiber bundle. (1) or (2) a method for preventing a peeling piece of the structure from falling off;
(4) In the structure according to any one of (1) to (3), the rigidity of the lateral fiber bundle and the fixing of the intersection of both fiber bundles are due to impregnation with a flame-retardant or self-extinguishing resin. How to prevent the peeling piece from falling;
(5) A method of preventing the peeling piece of the structure according to any one of the above (1) to (4) from falling, in which the lattice spacing of the lattice-shaped fall prevention material is 10 to 50 mm in both vertical and horizontal directions;
(6) A method for preventing fall of the peeled piece of the structure according to any one of (1) to (5), wherein a lattice-shaped fall prevention material is fixed to the surface of the structure with an anchor;
I will provide a.

本発明は、横方向に剛性を付与した剛直繊維束を用い、縦方向に剛性を付与していない柔軟繊維束を用いて、かつ、両繊維束の各交点が固着された格子状落下防止材を用いることで、コンクリート等構造物の剥離片の不測的落下を予防し、従来のネットのような垂れ下がりを生じないため構造物の劣化進行を容易に目視確認が可能な剥離片落下防止方法である。また、簾状長尺ネットであるため、従来のネットに比して、ロール状に巻きやすく、また、トンネル等構造物内壁への布設作業も容易であり、アンカーボルト等での固定点も少なくて済むなど、施工性に優れる。   The present invention relates to a grid-like fall prevention material using a rigid fiber bundle imparted with rigidity in the lateral direction, a flexible fiber bundle not imparted with rigidity in the longitudinal direction, and each intersection of both fiber bundles being fixed. By using this, it is possible to prevent accidental dropping of peeled pieces of structures such as concrete and to prevent falling off like conventional nets. is there. In addition, since it is a bowl-shaped long net, it is easier to wind in a roll shape than conventional nets, and it is easy to lay the inner wall of a structure such as a tunnel, and there are few fixed points with anchor bolts or the like. It is excellent in workability.

本発明の構造物の剥離片の落下防止方法は、横方向に剛性を付与した剛直繊維束を用い、縦方向に剛性を付与していない柔軟繊維束を用いて、かつ、両繊維束の各交点が固着された格子状落下防止材を用いることを特徴とする。
すなわち、本発明で用いる格子状落下防止材(以下、「ネット」と呼ぶこともある。)は、不燃性もしくは自己消火性でかつ不導性の長繊維の繊維束からなる縦糸と横糸を格子状に交叉させ、長尺ネットとして製造したものであり、横糸の全幅及び縦糸と横糸の交点部を、難燃性又は自己消火性の樹脂で固めたものである。
The method for preventing fall of the peeled piece of the structure of the present invention uses a rigid fiber bundle imparted with rigidity in the transverse direction, a flexible fiber bundle not imparted with rigidity in the longitudinal direction, and each of the two fiber bundles. It is characterized by using a grid-like fall prevention material to which the intersection is fixed.
That is, the lattice-like fall prevention material (hereinafter sometimes referred to as “net”) used in the present invention is a lattice of warp and weft made of fiber bundles of non-flammable or self-extinguishing and non-conductive long fibers. It is manufactured as a long net, and the entire width of the weft and the intersection of the warp and weft are solidified with a flame-retardant or self-extinguishing resin.

本発明において不燃性もしくは自己消火性でかつ不導性の長繊維の繊維束に用いられる繊維としては、ガラス繊維、カーボン繊維、アラミド繊維、ビニロン繊維、ナイロン繊維、スーパー繊維(PBO繊維、PPS繊維、ポリイミド繊維)などが挙げられ、コストの点からガラス繊維が好ましく用いられる。   In the present invention, the fiber used for the fiber bundle of non-flammable or self-extinguishing and non-conductive long fibers includes glass fiber, carbon fiber, aramid fiber, vinylon fiber, nylon fiber, super fiber (PBO fiber, PPS fiber) , Polyimide fiber) and the like, and glass fiber is preferably used from the viewpoint of cost.

また、難燃性又は自己消火性の樹脂としては、ポリ塩化ビニル等を主成分とした難燃性樹脂を用いることができる。これら難燃性又は自己消火性の樹脂は必要に応じ、溶媒に溶かした溶液で用いられる。   In addition, as the flame retardant or self-extinguishing resin, a flame retardant resin mainly composed of polyvinyl chloride or the like can be used. These flame retardant or self-extinguishing resins are used in a solution dissolved in a solvent, if necessary.

本発明の格子状落下防止材の横糸は、多数本の長繊維束に樹脂を含浸させて剛性を付与した剛直繊維束であり、断面形状は特に制限されず、円形、楕円形、四角形等の形状をとり得、その大きさは、円形のとき、直径0.5〜4mm程度、四角形のとき、1.5mm×0.5mm〜3.8mm×3.8mm程度が好ましい。また、横糸の長さ(簾状ネットの実効幅)は、落下防止材布設時の施工性の観点から1000mm程度又は2000mm程度が好ましい。
縦糸は剛性を付与していない柔軟繊維束であり、その太さは特に制限されず、格子状落下防止材を構成する強度があればよい。
The weft of the lattice fall prevention material of the present invention is a rigid fiber bundle in which a large number of long fiber bundles are impregnated with resin to give rigidity, and the cross-sectional shape is not particularly limited, and may be a circle, an ellipse, a quadrangle, etc. The shape can take a shape, and the size is preferably about 0.5 to 4 mm in diameter when circular, and about 1.5 mm × 0.5 mm to 3.8 mm × 3.8 mm when square. In addition, the length of the weft (effective width of the hook-shaped net) is preferably about 1000 mm or about 2000 mm from the viewpoint of workability when installing the fall prevention material.
The warp is a flexible fiber bundle that has not been given rigidity, and its thickness is not particularly limited, as long as it has a strength that constitutes a lattice-like fall prevention material.

格子状落下防止材の縦方向及び横方向の目間隔は、剥離片の落下防止、構造物表面の視認容易性の観点から、いずれも15〜25mm程度であることが好ましい。   The distance between the vertical and lateral eyes of the lattice-shaped fall prevention material is preferably about 15 to 25 mm from the standpoint of preventing the peeling pieces from falling and the visibility of the structure surface.

本発明の格子状落下防止材の製造方法は、特に限定されないが、例えば次のようにして製造することができる。
横糸製造工程において、多数本の長繊維束を緊張下、樹脂浴に含浸させ、乾燥固化させて横糸の所定長さに切りそろえる。ネット製造工程において、横糸の縦糸との交点部に接着剤を塗布し、所定の目間隔となるように配置された横糸と縦糸とを接着することにより、簾状の長尺ネットが製造される。
あるいは別の方法として、予め樹脂を含浸・乾燥させた横糸と予め少量の樹脂を含浸させたあるいは予め樹脂を含浸させていない縦糸を使用してネットを織り、このネット全体を樹脂含浸槽に含浸させた後、圧縮ロール等を通しその後乾燥することにより、横糸と縦糸が固着された(横糸が縦糸に比べ剛直な)簾状の長尺ネットを製造することができる。
Although the manufacturing method of the lattice-shaped fall prevention material of this invention is not specifically limited, For example, it can manufacture as follows.
In the weft production process, a large number of long fiber bundles are impregnated into a resin bath under tension, dried and solidified, and cut into a predetermined length of the weft. In the net manufacturing process, an adhesive is applied to the intersection of the weft yarns with the warp yarns, and the weft yarns and warp yarns arranged so as to have a predetermined mesh interval are adhered to each other, thereby producing a hook-like long net. .
Alternatively, a net is woven using wefts pre-impregnated and dried with resin and warp yarns pre-impregnated with a small amount of resin or pre-impregnated with resin, and the entire net is impregnated in the resin impregnation tank. Then, by passing through a compression roll or the like and then drying, it is possible to produce a long net having a hook shape in which the weft and the warp are fixed (the weft is more rigid than the warp).

本発明において、格子状落下防止材はトンネルなど構造物の表面にアンカーにて固定するが、アンカーとしては、金属系アンカー、接着系アンカーのいずれを用いてもよく、両方を混在させてもよい。格子状落下防止材の構造物表面への固定手順は、例えばおよそ次のようである。
ロール状ネットを、布設補助装置からトンネル曲面に沿って巻き出し、壁面への密着を確認した後、トンネル下方に予め決定してあるネット固定端に、ネット端部を合わせ、そのまま、または接着用樹脂を塗布した後、ネット上下両端が固定されるよう、アンカーを打設して、ネットを仮止めし、ネットの長手方向に(ネット端部の連結強化及びアンカー間の連結のための)ステンレス連結板を下端部から上端部の曲面に沿わせて押付け、該ステンレス連結板に等ピッチで開けてある長穴にアンカーを順に固定して行く。
アンカーボルトまたはアンカーピンは、ステンレス連結板長穴の略中央位置に500〜700mmの間隔で打設するのが好ましく、座金はネットの格子及びステンレス連結板のサイズに合わせ、40〜60mmの大きさが好ましい。
In the present invention, the lattice-like fall prevention material is fixed to the surface of a structure such as a tunnel with an anchor. As the anchor, either a metal anchor or an adhesive anchor may be used, or both may be mixed. . The procedure for fixing the lattice-shaped fall prevention material to the surface of the structure is, for example, as follows.
Roll-out nets are unrolled from the laying auxiliary device along the curved surface of the tunnel, and after checking the close contact with the wall surface, the net end is aligned with the net fixed end that has been determined in advance below the tunnel, either directly or for bonding After the resin is applied, anchors are placed so that the upper and lower ends of the net are fixed, the net is temporarily fixed, and the stainless steel is used in the longitudinal direction of the net (to strengthen the connection between the ends of the net and to connect the anchors). The connecting plate is pressed along the curved surface from the lower end portion to the upper end portion, and the anchors are sequentially fixed to the long holes formed in the stainless steel connecting plate at an equal pitch.
The anchor bolt or the anchor pin is preferably placed at a substantially central position of the stainless connecting plate oblong hole at an interval of 500 to 700 mm, and the washer has a size of 40 to 60 mm according to the size of the grid of the net and the stainless connecting plate. Is preferred.

<格子状落下防止材の製造>
横糸製造工程において、長繊維束を1本毎に緊張状態にセット後塩ビ樹脂を含浸させ、その後、横糸(断面1.7mm×3.5mm)の一つの面に対し、20mmピッチ(ネットの目間隔)毎に半楕円形の窪み(深さ約0.8mm)を付けた後乾燥硬化させ、横糸用に実効幅が1000mmの長さとなるように切りそろえる。
<Manufacture of lattice fall prevention material>
In the weft production process, each long fiber bundle is set in a tensioned state and then impregnated with a vinyl chloride resin. After that, 20 mm pitch (net mesh) is applied to one surface of the weft (cross section 1.7 mm × 3.5 mm). A semi-elliptical depression (depth of about 0.8 mm) is added to each interval), and then dried and cured, and trimmed so that the effective width is 1000 mm for the weft.

次工程では、半円窪みのある面に接着用樹脂が塗布された該横糸は、2本1組で上下双方から縦糸を挟む。該縦糸が挟み込まれる位置は、該横糸の2本1組の上向きと下向きの半楕円形窪みが合わさって出来た楕円形窪み部で、製造ライン上の全縦糸が規則正しく、20mmの等ピッチで製造されることになる。
この交点部を形成する窪みにより、縦糸が横糸と正確なピッチで交叉し、且つ、交点部で確実に接着されるよう十分な量の樹脂が保持される。また、楕円形窪み部は縦糸を圧縮しないので、剥離片の落下時に生じる曲げや捻りに弱いガラス繊維でも、破断されることなく所要強度を確保できることとなる。
かくして簾状長尺ネットが製造される。
In the next step, the wefts in which the adhesive resin is applied to the surface with the semicircular depression sandwich the warp yarns from both the upper and lower sides in one set. The position where the warp yarn is sandwiched is an elliptical recess formed by combining a pair of up and down semi-elliptical recesses of the weft yarn. All warp yarns on the production line are regularly manufactured at an equal pitch of 20 mm. Will be.
Due to the depressions forming the intersections, a sufficient amount of resin is held so that the warp yarns intersect with the weft yarns at an accurate pitch and are securely bonded at the intersections. Further, since the oval depression does not compress the warp, even a glass fiber that is weak against bending and twisting that occurs when the peeling piece is dropped can secure the required strength without being broken.
Thus, a bowl-shaped long net is manufactured.

<格子状落下防止材の鉄道トンネル内壁への施工>
ネット布設補助装置のネット水平保持具を回転させながらネットを巻き出し、円弧状ネット保持具の上を滑らしながらトンネル曲面に沿って下方に引き下ろす。ネットがトンネル曲面の固定最下端部に達した後、ネット布設補助装置全体を上方に押し上げ、ネットがトンネル曲面の正しい取付け位置に密着したことを確認し、ネットの最上部固定位置に、アンカー孔を穿孔し、ステンレス連結板をネットの長手方向のセンターラインにピッタリ沿うようセットした後、頂部アンカーを緩く仮止めし、ステンレス連結板裏面が当たるネットの部分に接着用樹脂を塗布する。塗布完了後、仮止めアンカーを本締めし固定する。
次にステンレス連結板の最下端部を上方に押し上げ、トンネル曲面とネット及びステンレス連結板が隙間無く密着していることを確認後、最下端部のアンカーを打設・固定する。ステンレス連結板固定用の、残りのアンカー全ての孔を穿孔し、アンカーを固定する。
以上の、ネットの長手方向センターライン固定用のステンレス連結板固定作業が完了後、既に取付けられているネットとのラップ部分に、上記と同様な手順で、ステンレス連結板を取付け、固定して行く。
<Construction of grid-like fall prevention material on the inner wall of railway tunnel>
The net is unwound while rotating the net horizontal holding tool of the net laying auxiliary device, and pulled down along the curved surface of the tunnel while sliding on the arc-shaped net holding tool. After the net reaches the fixed bottom end of the tunnel curved surface, push up the entire net laying auxiliary device to make sure that the net is in close contact with the correct mounting position of the tunnel curved surface. After the stainless steel connecting plate is set so as to be perfectly aligned with the center line in the longitudinal direction of the net, the top anchor is loosely temporarily fixed, and an adhesive resin is applied to the portion of the net where the back surface of the stainless connecting plate hits. After the application is completed, the temporary anchor is permanently tightened and fixed.
Next, the bottom end of the stainless steel connecting plate is pushed upward, and after confirming that the tunnel curved surface, the net, and the stainless steel connecting plate are in close contact with each other, the anchor at the bottom end is driven and fixed. Drill the holes of all remaining anchors for fixing the stainless steel connecting plate, and fix the anchors.
After completing the above-mentioned operation of fixing the stainless steel connecting plate for fixing the center line in the longitudinal direction of the net, attach and fix the stainless steel connecting plate to the lap portion with the already installed net in the same procedure as above. .

Claims (6)

構造物表面に格子状落下防止材を固定してなる構造物の剥離片の落下防止方法であって、格子状落下防止材が、横方向に剛性を付与した剛直繊維束を用い、縦方向に剛性を付与していない柔軟繊維束を用いて、両繊維束の各交点が固着された簾状長尺ネットであることを特徴とする構造物の剥離片の落下防止方法。   A method for preventing fall of a peeling piece of a structure in which a lattice-shaped fall prevention material is fixed to the surface of the structure, wherein the lattice-like fall prevention material uses a rigid fiber bundle having rigidity in the lateral direction, and in the longitudinal direction. A method for preventing fall of a peeled piece of a structure, which is a saddle-like long net to which each intersection of both fiber bundles is fixed using a flexible fiber bundle not imparted with rigidity. 格子状落下防止材を構成する繊維束が、不燃性もしくは自己消火性でかつ不導性を有する繊維からなるものである請求項1に記載の構造物の剥離片の落下防止方法。   The method for preventing fall of a peeled piece of a structure according to claim 1, wherein the fiber bundle constituting the lattice-like fall prevention material is made of non-flammable or self-extinguishing and non-conductive fibers. 格子状落下防止材を構成する繊維束が、ガラス繊維束、カーボン繊維束、アラミド繊維束、ビニロン繊維束、ナイロン繊維束、スーパー繊維束の群から選ばれる少なくとも一種の繊維束である請求項1又は2に記載の構造物の剥離片の落下防止方法。   2. The fiber bundle constituting the lattice-shaped fall prevention material is at least one fiber bundle selected from the group consisting of a glass fiber bundle, a carbon fiber bundle, an aramid fiber bundle, a vinylon fiber bundle, a nylon fiber bundle, and a super fiber bundle. Or the fall prevention method of the peeling piece of the structure of 2. 横方向繊維束の剛性付与および両繊維束の交点の固着が、難燃性又は自己消火性の樹脂の含浸によるものである請求項1〜3のいずれかに記載の構造物の剥離片の落下防止方法。   The fall of the exfoliation piece of the structure according to any one of claims 1 to 3, wherein the rigidity of the transverse fiber bundle and the fixation of the intersection of both fiber bundles are due to impregnation with a flame-retardant or self-extinguishing resin. Prevention method. 格子状落下防止材の縦方向及び横方向の目間隔がいずれも10〜50mmである請求項1〜4のいずれかに記載の構造物の剥離片の落下防止方法。   The method for preventing fall of the peeled piece of the structure according to any one of claims 1 to 4, wherein both the vertical and horizontal eye intervals of the lattice-shaped fall prevention material are 10 to 50 mm. 構造物の表面に格子状落下防止材をアンカーで固定することを特徴とする請求項1〜5のいずれかに記載の構造物の剥離片の落下防止方法。   The method for preventing fall of the peeled piece of a structure according to any one of claims 1 to 5, wherein a lattice-like fall prevention material is fixed to the surface of the structure with an anchor.
JP2006097257A 2006-03-31 2006-03-31 How to prevent falling pieces of structure Active JP4580361B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006097257A JP4580361B2 (en) 2006-03-31 2006-03-31 How to prevent falling pieces of structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006097257A JP4580361B2 (en) 2006-03-31 2006-03-31 How to prevent falling pieces of structure

Publications (2)

Publication Number Publication Date
JP2007270510A JP2007270510A (en) 2007-10-18
JP4580361B2 true JP4580361B2 (en) 2010-11-10

Family

ID=38673596

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006097257A Active JP4580361B2 (en) 2006-03-31 2006-03-31 How to prevent falling pieces of structure

Country Status (1)

Country Link
JP (1) JP4580361B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011006841A (en) * 2009-06-23 2011-01-13 West Nippon Expressway Engineering Shikoku Co Ltd Net for preventing concrete piece exfoliation and construction method for the same
JP5562720B2 (en) * 2010-05-20 2014-07-30 西日本高速道路エンジニアリング四国株式会社 Concrete piece protection net
JP2016223131A (en) * 2015-05-29 2016-12-28 太平洋マテリアル株式会社 Coating structure and exfoliation prevention method
JP7010222B2 (en) * 2016-07-26 2022-01-26 日本電気硝子株式会社 Mesh and concrete exfoliation prevention material
CN113914911A (en) * 2021-10-12 2022-01-11 远安县燎原矿业有限责任公司 Combined supporting structure and method for underground phosphate rock complex section

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002194855A (en) * 2000-12-22 2002-07-10 Nippon Mitsubishi Oil Corp Grating-like material, method of manufacturing grating- like material and method of reinforcement
JP2003166398A (en) * 2001-11-29 2003-06-13 Taiyo Kogyo Corp Reinforcing woven fabric
JP2003166397A (en) * 2001-11-29 2003-06-13 Taiyo Kogyo Corp Reinforcing woven fabric
JP2004197325A (en) * 2002-12-16 2004-07-15 Nippon Steel Composite Co Ltd Fiber reinforced sheet
JP2004293150A (en) * 2003-03-27 2004-10-21 Nippon Electric Glass Co Ltd Falling preventing method of separation piece of structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002194855A (en) * 2000-12-22 2002-07-10 Nippon Mitsubishi Oil Corp Grating-like material, method of manufacturing grating- like material and method of reinforcement
JP2003166398A (en) * 2001-11-29 2003-06-13 Taiyo Kogyo Corp Reinforcing woven fabric
JP2003166397A (en) * 2001-11-29 2003-06-13 Taiyo Kogyo Corp Reinforcing woven fabric
JP2004197325A (en) * 2002-12-16 2004-07-15 Nippon Steel Composite Co Ltd Fiber reinforced sheet
JP2004293150A (en) * 2003-03-27 2004-10-21 Nippon Electric Glass Co Ltd Falling preventing method of separation piece of structure

Also Published As

Publication number Publication date
JP2007270510A (en) 2007-10-18

Similar Documents

Publication Publication Date Title
KR102096032B1 (en) Anchor pin for placing shotcrete and fixing textile grid, and shotcrete construction method for reinforcing textile grid using the same
JP4580361B2 (en) How to prevent falling pieces of structure
JP4460124B2 (en) Band plate composite FRP lattice material and concrete reinforcing method using the band plate composite FRP lattice material
US9784004B2 (en) Fiber reinforced anchors and connectors, methods of making anchors and connectors, and processes for reinforcing a structure
ES2807953T3 (en) Composite construction element with flat precast concrete parts
CN205421725U (en) Detachable multi coated carbon fiber sheet anchor
US9863099B2 (en) Structure for the reinforcement of pavements comprising assemblies of grouped metal filaments coupled to or integrated in a substrate
KR101395202B1 (en) Carbon fiber reinforcement and grid type fiber reinforcement and reinforcing method of concrete structure using the same
JP2002348749A (en) Woven fabric of reinforcing fiber, and concrete structure reinforced with the same
JP2006009266A (en) Concrete exfoliation preventive method
RU2639068C2 (en) Geotextile mesh with high mechanical resistance and reinforced connection for networks or devices laid in ground
KR100414448B1 (en) Reinforcing armature for repair of concrete structure and repair method using thereof
JP6064070B1 (en) Method for reinforcing concrete structure and its reinforcing structure
KR101547423B1 (en) Fiber reinforcement of the concrete structures
KR101454010B1 (en) A hybrid panel for reinforcing concrete structures
JP2014511951A (en) Reinforcement frame for elements with inorganic matrix
WO2015128177A1 (en) Wire rope net and method for producing a wire rope net
JP3019004B2 (en) Carbon fiber woven and concrete structures
JP2000054561A (en) Reinforcing method of concrete structure by reinforced fiber sheet
JP6886756B2 (en) Reinforcement for construction and civil engineering, its manufacturing method, concrete structure using this, concrete slab structure and its construction method and reinforcement method
JP2004232298A (en) Concrete reinforcing frp member
KR102604271B1 (en) Grid fixing apparatus for fixing textile reinforcement, and method for constructing textile reinforced mortar using the same
JPH11336084A (en) Form made of cloth for concrete
JP2007113346A (en) Shearing reinforcement method for concrete structure using braid-like carbon fiber
JP3918030B2 (en) Tunnel inner wall construction method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20080930

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20100729

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: 20100803

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100827

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130903

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4580361

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140903

Year of fee payment: 4