JP2015135039A - Cover structure, falling prevention ability confirmation tool, falling prevention ability confirmation method and cover material falling prevention method - Google Patents

Cover structure, falling prevention ability confirmation tool, falling prevention ability confirmation method and cover material falling prevention method Download PDF

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JP2015135039A
JP2015135039A JP2014099284A JP2014099284A JP2015135039A JP 2015135039 A JP2015135039 A JP 2015135039A JP 2014099284 A JP2014099284 A JP 2014099284A JP 2014099284 A JP2014099284 A JP 2014099284A JP 2015135039 A JP2015135039 A JP 2015135039A
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peeling
tool
connecting part
performance confirmation
covering
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JP6341560B2 (en
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谷辺 徹
Toru Tanibe
徹 谷辺
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Taiheiyo Materials Corp
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Abstract

PROBLEM TO BE SOLVED: To provide technology capable of confirming falling prevention ability for cover structure (particularly, falling prevention tool) during and after construction.SOLUTION: A cover structure comprises: a structure 1, cover mortar 4, stainless wire net 2, attaching mechanism 3, 5, 6, 8, and a falling prevention ability confirmation tool 7. The falling prevention ability confirmation tool 7 is consisting of first connecting parts 10, 12 connecting the attaching mechanism, second connecting parts 11, 13 connecting a falling prevention ability confirmation test machine 26, and a third connecting part 14 connecting the first connecting part with the second connecting part. When the falling prevention ability confirmation test machine 26 is pulled to a predetermined load, a tapping screw is subjected to tensile force via the falling prevention ability confirmation tool 7. By virtue of the falling prevention ability confirmation tool 7, falling prevention ability is confirmed before and after covering.

Description

本発明は、トンネル等構造物を被覆材により被覆した被覆構造に関する。特に、被覆構造の剥落防止性能確認技術に関する。   The present invention relates to a covering structure in which a structure such as a tunnel is covered with a covering material. In particular, the present invention relates to a technique for confirming the ability to prevent peeling of a covering structure.

金属(鋼鉄、鋳鉄など)、コンクリート又は木材等が用いられて建設されたビル、戸建住宅、トンネルその他の構造物の表面に、耐火性、断熱性、遮音性等の性能を付与又は向上させるために、被覆モルタルで被覆することが行われている。また、被覆は化粧による効果も期待されている。   Improve or improve the performance of fire resistance, heat insulation, sound insulation, etc. on the surface of buildings, detached houses, tunnels and other structures constructed using metals (steel, cast iron, etc.), concrete or wood. For this reason, coating with a coating mortar is performed. In addition, the coating is expected to have a cosmetic effect.

ところで、被覆モルタルが剥落することを防止するために、ボルト、ナット、釘、タッピン螺子や木螺子等の螺子、アンカー等の取付機構で、金属メッシュ等の被覆モルタル用剥落防止具を構造物表面に取り付けられることがある(例えば、特許文献1及び2)。   By the way, in order to prevent the covering mortar from being peeled off, a mounting mechanism such as a bolt, a nut, a nail, a tapping screw or a wooden screw, an anchor, or the like is used to attach a peeling prevention tool for covering mortar such as a metal mesh. (For example, Patent Documents 1 and 2).

更に、ステンレス製メッシュ(被覆モルタル用剥落防止具)を用いて模擬トンネル内壁に取り付けた被覆材(被覆モルタル)が、車両が起こす動風圧により剥落しないか確認する予備工法及び剥落防止特性評価方法がある(例えば特許文献3)。   Furthermore, there is a preliminary construction method and a method for evaluating the anti-peeling property to confirm whether the covering material (covering mortar) attached to the inner wall of the simulated tunnel using a stainless steel mesh (covering mortar anti-peeling tool) does not peel off due to dynamic wind pressure generated by the vehicle There is (for example, Patent Document 3).

この特許文献3の予備工法及び剥落防止特性評価方法は、その構造が充分に剥落防止特性を備えているか事前に確認するには優れている。しかし、実際に施工した被覆モルタル用剥落防止具が構造物表面に確実に取り付けられ、取り付けられた箇所で剥落防止性能が充分備わっているか確認することは出来なかった。   The preliminary construction method and the peeling prevention characteristic evaluation method of Patent Document 3 are excellent for confirming in advance whether the structure has sufficient peeling prevention characteristics. However, it was not possible to confirm whether the actually applied anti-peeling tool for coated mortar was securely attached to the surface of the structure, and the anti-separation performance was sufficiently provided at the attached location.

特開2003−206694号公報JP 2003-206694 A 特開2012−132191号公報JP 2012-132191 A 特開2011−033417号公報JP 2011-033417 A

被覆モルタル用剥落防止具は、被覆材内に埋設される。したがって、従来技術では、経年変化に対し、剥落防止性能を詳細に確認することはできなかった。特に、経年劣化が発生した場合でも、目視では異常なしと判断される場合があり、その結果、予期せぬ事態となる可能性もある。したがって、施工時だけでなく施工後にも剥落防止性能を確認できる技術が求められている。   The peeling prevention tool for covering mortar is embedded in the covering material. Therefore, in the prior art, the anti-peeling performance could not be confirmed in detail against aging. In particular, even when aged deterioration occurs, it may be determined that there is no abnormality visually, and as a result, an unexpected situation may occur. Therefore, there is a demand for a technology that can confirm the peeling prevention performance not only at the time of construction but also after construction.

本発明は上記課題を解決するものであり、施工時および施工後に被覆構造(特に剥落防止具)の剥落防止性能を確認できる剥落防止性能確認技術を提供することを目的とする。   This invention solves the said subject, and it aims at providing the peeling prevention performance confirmation technique which can confirm the peeling prevention performance of a coating structure (especially peeling prevention tool) at the time of construction and after construction.

上記課題を解決する本発明の一態様である被覆構造は、構造物と、前記構造物を被覆する被覆材と、前記構造物から前記被覆材が剥落することを防ぐ剥落防止具と、前記剥落防止具を前記構造物に取り付ける取付機構と、前記剥落防止具の剥落防止性能を確認するための剥落防止性能確認用具とを備え、前記剥落防止性能確認用具は、前記取付機構を連結する第1連結部と、剥落防止性能確認試験機を連結する第2連結部と、前記第1連結部と前記第2連結部とを連結する第3連結部とを有する。   The covering structure which is one embodiment of the present invention that solves the above problems includes a structure, a covering material that covers the structure, a peeling preventer that prevents the covering material from peeling off from the structure, and the peeling An attachment mechanism for attaching the prevention tool to the structure, and a peeling prevention performance confirmation tool for confirming the peeling prevention performance of the peeling prevention tool, wherein the peeling prevention performance confirmation tool is a first for connecting the attachment mechanism. It has a connection part, the 2nd connection part which connects a peeling prevention performance confirmation tester, and the 3rd connection part which connects the 1st connection part and the 2nd connection part.

上記発明において好ましくは、前記第2連結部は、被覆材から露出する。   Preferably, in the above invention, the second connecting portion is exposed from the covering material.

剥落防止性能確認試験機を連結し所定荷重まで引っ張ると、引張力は剥落防止性能確認用具を介して取付機構に作用する。これにより、剥落防止性能を確認できる。   When the peeling prevention performance confirmation tester is connected and pulled to a predetermined load, the tensile force acts on the attachment mechanism via the separation prevention performance confirmation tool. Thereby, peeling prevention performance can be checked.

上記発明において好ましくは、複数の前記第2連結部に連結されて形成される被覆材落下防止手段を更に備える。   Preferably, in the above invention, a covering material fall prevention means formed by being connected to the plurality of second connecting portions is further provided.

新たな構成を追加することなく、容易にフェイルセーフ機能の付加できる。これにより、剥落防止具や性能確認試験などの安全対策が機能しなかった場合でも、重大事故を未然に防ぐことができる。   A fail-safe function can be easily added without adding a new configuration. As a result, even if safety measures such as a peeling prevention tool or a performance confirmation test do not function, a serious accident can be prevented.

上記課題を解決する本発明の一態様である被覆材剥落防止具は、構造物から被覆材が剥落することを防ぐ剥落防止具の取付機構を連結する第1連結部と、剥落防止性能確認試験機を連結する第2連結部と、前記第1連結部と前記第2連結部とを連結する第3連結部とを備える。   The covering material peeling prevention tool which is one aspect of the present invention that solves the above problems includes a first connecting portion that connects a mounting mechanism of the peeling prevention device that prevents the coating material from peeling from the structure, and a peeling prevention performance confirmation test. A second connecting part for connecting the machine, and a third connecting part for connecting the first connecting part and the second connecting part.

上記課題を解決する本発明の一態様である被覆構造は、構造物と、前記構造物を被覆する被覆材と、前記構造物から前記被覆材が剥落することを防ぐ剥落防止具と、前記剥落防止具を前記構造物に取り付ける取付機構と、前記取付機構を連結する第1連結部と、前記被覆材の外部の外部部材を連結する第2連結部と、前記第1連結部と前記第2連結部とを連結する第3連結部とを有する連結用具と、複数の前記第2連結部に連結されて形成される被覆材落下防止手段を備える。   The covering structure which is one embodiment of the present invention that solves the above problems includes a structure, a covering material that covers the structure, a peeling preventer that prevents the covering material from peeling off from the structure, and the peeling An attachment mechanism for attaching the prevention tool to the structure, a first connection part for connecting the attachment mechanism, a second connection part for connecting an external member outside the covering material, the first connection part and the second A connecting tool having a third connecting part for connecting the connecting part and a covering material fall prevention means formed by being connected to the plurality of second connecting parts.

上記課題を解決する本発明の一態様は、剥落防止具の取付機構を連結する第1連結部と、剥落防止性能確認試験機を連結する第2連結部と、前記第1連結部と前記第2連結部とを連結する第3連結部とを備える剥落防止性能確認用具を用いた剥落防止性能確認方法であって、前記第1連結部を前記取付機構に連結し、前記第2連結部を剥落防止性能確認試験機に連結し、前記剥落防止性能確認試験機により、被覆前の剥落防止性能を確認し、前記第2連結部と剥落防止性能確認試験機との連結を解除し、被覆材を設け、前記第2連結部を剥落防止性能確認試験機に再び連結し、前記剥落防止性能確認試験機により、被覆後の剥落防止性能を確認する。   One aspect of the present invention that solves the above problems includes a first connecting part that connects a mounting mechanism of a peeling prevention tool, a second connecting part that connects a peeling prevention performance confirmation tester, the first connecting part, and the first connecting part. A stripping prevention performance confirmation method using a stripping prevention performance confirmation tool comprising a third coupling portion that couples two coupling portions, wherein the first coupling portion is coupled to the mounting mechanism, and the second coupling portion is Connected to the peeling prevention performance confirmation tester, confirmed the peeling prevention performance before coating by the peeling prevention performance confirmation testing machine, and released the connection between the second connecting portion and the peeling prevention performance confirmation testing machine. Then, the second connecting portion is connected again to the peeling prevention performance confirmation testing machine, and the peeling prevention performance after coating is confirmed by the peeling prevention performance confirmation testing machine.

上記課題を解決する本発明の一態様は、剥落防止具の取付機構を連結する第1連結部と、剥落防止性能確認試験機を連結する第2連結部と、前記第1連結部と前記第2連結部とを連結する第3連結部とを備える剥落防止性能確認用具を用いた剥落防止性能確認方法であって、前記第1連結部を前記取付機構に連結し、前記被覆材が設けられる前に、前記第2連結部を剥落防止性能確認試験機に連結し、前記剥落防止性能確認試験機により、剥落防止性能を確認する。   One aspect of the present invention that solves the above problems includes a first connecting part that connects a mounting mechanism of a peeling prevention tool, a second connecting part that connects a peeling prevention performance confirmation tester, the first connecting part, and the first connecting part. A stripping prevention performance confirmation method using a stripping prevention performance confirmation tool comprising a third coupling portion that couples two coupling portions, wherein the first coupling portion is coupled to the attachment mechanism, and the covering material is provided. Before, the said 2nd connection part is connected with a peeling prevention performance confirmation tester, and a peeling prevention performance is confirmed with the said peeling prevention performance confirmation tester.

上記課題を解決する本発明の一態様は、剥落防止具の取付機構を連結する第1連結部と、剥落防止性能確認試験機を連結する第2連結部と、前記第1連結部と前記第2連結部とを連結する第3連結部とを備える剥落防止性能確認用具を用いた剥落防止性能確認方法であって、前記第1連結部を前記取付機構に連結し、被覆材を設け、前記第2連結部を剥落防止性能確認試験機に連結し、前記剥落防止性能確認試験機により、剥落防止性能を確認する。   One aspect of the present invention that solves the above problems includes a first connecting part that connects a mounting mechanism of a peeling prevention tool, a second connecting part that connects a peeling prevention performance confirmation tester, the first connecting part, and the first connecting part. A stripping prevention performance confirmation method using a stripping prevention performance confirmation tool comprising a third coupling portion that couples two coupling portions, wherein the first coupling portion is coupled to the attachment mechanism, and a covering material is provided, A 2nd connection part is connected with a peeling prevention performance confirmation test machine, and a peeling prevention performance is confirmed with the said peeling prevention performance confirmation tester.

剥落防止性能確認用具により、被覆前および被覆後に剥落防止性能を確認できる。   The peeling prevention performance confirmation tool can confirm the peeling prevention performance before and after coating.

上記発明において好ましくは、被覆後、剥落防止性能を確認した後、複数の前記第2連結部に連結して被覆材落下防止手段を形成する。   Preferably, in the above invention, after the coating, after confirming the peeling prevention performance, the coating material falling prevention means is formed by connecting to the plurality of second connecting portions.

上記課題を解決する本発明の一態様は、被覆材落下防止方法であって、剥落防止具の取付機構を連結する第1連結部と、外部と連結する第2連結部と、前記第1連結部と前記第2連結部とを連結する第3連結部とを備える連結用具を介して、前記第1連結部を前記取付機構に連結して、前記剥落防止具を構造物に取り付け、被覆材を設け、複数の前記第2連結部に連結して被覆材落下防止手段を形成する。   One aspect of the present invention that solves the above-described problem is a covering material fall prevention method, which is a first connection part that connects an attachment mechanism of a peeling prevention tool, a second connection part that connects to the outside, and the first connection. And connecting the first connecting part to the attachment mechanism via a connecting tool comprising a third connecting part for connecting a part and the second connecting part, and attaching the anti-strip tool to the structure. Are provided and connected to the plurality of second connecting portions to form a covering material fall prevention means.

本発明によれば、施工時および施工後に被覆構造(特に剥落防止具)の剥落防止性能を確認できる。   According to the present invention, the peeling prevention performance of the covering structure (particularly the peeling prevention tool) can be confirmed during and after the construction.

本発明によれば、容易にフェイルセーフ機能の付加できる。   According to the present invention, a fail-safe function can be easily added.

被覆構造の施工手順Covering construction procedure ステンレス製金網の概略斜視図Schematic perspective view of stainless steel wire mesh 剥落防止性能確認用具の概略斜視図(第1実施形態)Schematic perspective view of a tool for confirming peeling prevention performance (first embodiment) 剥落防止性能確認試験機Peeling prevention performance confirmation tester 剥落防止性能確認用具(第2実施形態)Separation prevention performance confirmation tool (second embodiment) 被覆構造および剥落防止性能確認用具(第3実施形態)Cover structure and peeling prevention performance confirmation tool (third embodiment) 被覆構造および剥落防止性能確認用具(第4実施形態)Cover structure and peeling prevention performance confirmation tool (fourth embodiment) 被覆材落下防止材付加(第1実施形態対応)Addition of covering material fall prevention material (corresponding to the first embodiment) トンネル天井下面図Tunnel ceiling bottom view 被覆材落下防止材付加(第1実施形態対応変形例)Addition of covering material fall prevention material (modified example corresponding to the first embodiment) 被覆材落下防止材付加(第3実施形態対応)Addition of covering material fall prevention material (corresponding to the third embodiment) 被覆材落下防止材付加(第4実施形態対応)Addition of covering material fall prevention material (corresponding to the fourth embodiment)

<第1実施形態>
〜構成〜
図1は本実施形態に係る被覆構造の施工手順を示す図である。図1(d)に被覆構造の構成を示す。
<First Embodiment>
~Constitution~
FIG. 1 is a diagram showing a construction procedure of a covering structure according to this embodiment. FIG. 1D shows the structure of the covering structure.

被覆構造は、構造物1と、被覆モルタル4と、ステンレス製金網(被覆モルタル用剥落防止具)2と、取付機構3,5,6,8と、剥落防止性能確認用具7とを備える。   The covering structure includes a structure 1, a covering mortar 4, a stainless steel wire mesh (a covering prevention tool for covering mortar) 2, attachment mechanisms 3, 5, 6, and 8, and a peeling prevention performance confirmation tool 7.

鉄製構造物1は構造物の一例である。本発明における構造物として、鋼製(特に普通鋼製)又は鋳鉄製の構造物(鉄製構造物)、コンクリート製構造物、木製構造物並びに鋼材、鋳鉄、コンクリート、木材、石材、樹脂等を組み合わせた構造物等が挙げられ、より具体的には、例えば、普通鋼製セグメント、鋳鉄製のセグメント、鋼材とコンクリートとからなる合成セグメント、鋳鉄とコンクリートとからなる合成セグメント並びにこれらの1種又は2種以上のセグメントからなるシールドトンネル、コンクリートと鋼材からなる山岳トンネル、鋼製タンク、鉄筋コンクリート製タンク、鋼製の橋脚、鋼製の高架橋、鉄筋コンクリート製高架橋、鋼管,鉄骨,鋼板或いは鋼管充填コンクリートからなる壁,屋根,柱,梁又は床を備える建物、鋼殻の内部にコンクリートを充填した沈埋トンネル、木造住宅、鉄骨製住宅、コンクリート製住宅等が挙げられる。   The iron structure 1 is an example of a structure. As a structure in the present invention, a structure made of steel (particularly ordinary steel) or cast iron (iron structure), a concrete structure, a wooden structure, and steel, cast iron, concrete, wood, stone, resin, etc. are combined. More specifically, for example, ordinary steel segments, cast iron segments, synthetic segments made of steel and concrete, synthetic segments made of cast iron and concrete, and one or two of these Shield tunnel consisting of more than species segments, mountain tunnel made of concrete and steel, steel tank, reinforced concrete tank, steel pier, steel viaduct, reinforced concrete viaduct, steel pipe, steel frame, steel plate or steel pipe filled concrete Buildings with walls, roofs, columns, beams or floors, steel shells filled with concrete Buried tunnel, wooden house, steel-made housing include concrete houses like.

被覆モルタル4は、被覆材の一例である。本発明における被覆モルタルとしては、構造物表面9に被覆するモルタルであれば特に限定されず、セメントモルタル、ポリマーモルタル又はポリマーセメントモルタルの何れでもよく、例えば耐火被覆モルタル、耐酸性モルタル等の耐薬品性モルタル、仕上げモルタル、断熱性モルタル、断面補修モルタル等が挙げられる。また、モルタル以外の被覆材も含まれる。   The covering mortar 4 is an example of a covering material. The coating mortar in the present invention is not particularly limited as long as it covers the surface 9 of the structure, and may be any of cement mortar, polymer mortar, or polymer cement mortar. For example, chemical resistance such as fireproof coating mortar and acid resistant mortar. Mortar, finish mortar, heat insulating mortar, cross-section repair mortar and the like. Moreover, coating materials other than mortar are also included.

ステンレス製金網2は剥落防止具の一例である。本発明における剥落防止具としては、金属、セラミック、樹脂、ガラス、炭素から選ばれる一種又は二種以上を主材として構成されている。具体的には、ステンレス鋼、防錆処理した金属、樹脂、耐アルカリ性ガラス、炭素等の腐食や発錆が起こり難い素材である。耐火性の観点から、不燃又は難燃性のものが好ましい。このようなことから、ステンレス鋼、防錆処理した金属、セラミック、耐アルカリ性ガラス等が特に好ましい。中でも、ステンレス鋼は好ましい。   The stainless steel wire mesh 2 is an example of a peeling prevention tool. As a peeling prevention tool in the present invention, one or two or more selected from metals, ceramics, resins, glasses, and carbons are used as a main material. Specifically, it is a material that hardly corrodes or rusts such as stainless steel, rust-prevented metal, resin, alkali-resistant glass, and carbon. From the viewpoint of fire resistance, nonflammable or flame retardant materials are preferred. For these reasons, stainless steel, rust-proof metal, ceramic, alkali-resistant glass, and the like are particularly preferable. Of these, stainless steel is preferable.

剥落防止具の形状は、網状、棒状、線状又は有孔シート状から選ばれる何れでもよい。被覆モルタルに充填不良が起こり難いことから、剥落防止具の形状は、網状、棒状、又は線状のものが好ましい。特に、被覆モルタルを吹付工法により構造物表面に配置する場合は、同じ理由から、剥落防止具の形状は網状、棒状又は線状のものが好ましく、網状の場合は網の目開きが20mm以上の網が、棒状又は線状の場合は、隣り合う棒又は線との間隔が20mm以上のものが更に好ましい。   The shape of the peeling prevention tool may be any selected from a net shape, a rod shape, a linear shape, or a perforated sheet shape. Since the filling mortar is unlikely to be filled poorly, the shape of the peeling prevention tool is preferably a net shape, a rod shape, or a linear shape. In particular, when the coating mortar is arranged on the surface of the structure by the spraying method, for the same reason, the shape of the peeling prevention tool is preferably a net-like, rod-like or linear one. When the net is rod-shaped or linear, it is more preferable that the distance between adjacent bars or lines is 20 mm or more.

図2に、ステンレス製金網2の概略斜視図を示す。このステンレス製金網2は、凹部21と平面部22からなり、被覆モルタル4の内部に埋設される。凹部21は溝状である。凹部21は構造物表面9に接触し、構造物表面9に当接する位置に取付機構により取り付けられる。平面部22は、ステンレス製金網2の多くの部分を占め、被覆モルタルの内部に構造物表面9から離間した位置に埋設される。   In FIG. 2, the schematic perspective view of the stainless steel metal mesh 2 is shown. The stainless steel wire mesh 2 includes a concave portion 21 and a flat portion 22 and is embedded in the covering mortar 4. The recess 21 has a groove shape. The concave portion 21 contacts the structure surface 9 and is attached by a mounting mechanism at a position where it comes into contact with the structure surface 9. The flat portion 22 occupies a large portion of the stainless steel wire mesh 2 and is embedded in the coating mortar at a position separated from the structure surface 9.

図1(b)および図1(c)を参考に、取付機構3,5,6,8の一例について説明する。鋼製構造物1には、タッピン螺子5をねじ込むための貫通していない下穴3が開けられている。一方、ステンレス製金網2の凹部21には金網取付部8が設けられている。金網取付部8は凹部21の2本の線材の所定部分により構成される。金網取付部8(2本の線材)と平ワッシャー6とが介挿されるように、タッピン螺子5が下穴3にねじ込まれる。これにより、取付機構は、ステンレス製金網2を構造物1に取り付ける。   An example of the attachment mechanisms 3, 5, 6, and 8 will be described with reference to FIGS. 1 (b) and 1 (c). The steel structure 1 is provided with a non-penetrating pilot hole 3 for screwing the tapping screw 5. On the other hand, a metal mesh mounting portion 8 is provided in the recess 21 of the stainless steel metal mesh 2. The wire mesh attachment portion 8 is configured by a predetermined portion of the two wire rods of the recess 21. The tapping screw 5 is screwed into the prepared hole 3 so that the wire mesh attaching portion 8 (two wires) and the flat washer 6 are inserted. Thereby, the attachment mechanism attaches the stainless steel wire mesh 2 to the structure 1.

本発明における取付機構は、被覆モルタル用剥落防止具を構造物表面に取り付けることができれば特に限定されない。例えば、アンカーボルト、管付ボルト、フック状金具、釘、タッピン螺子や木螺子等の螺子、ボルト、リベット、インサートナット、ナット、ワイヤ、針金などが挙げられる。材質も、金属、セラミック、樹脂、ガラス、木材などが挙げられる。種類および材質とも2種以上複合したものでも良い。構造体への取付方式は、螺合、嵌合、締結、埋設、係止、接着、圧着、溶着、溶接、釘打ち、或いはステープル等が適宜採用できる。   The attachment mechanism in this invention will not be specifically limited if the peeling prevention tool for covering mortar can be attached to the structure surface. For example, anchor bolts, pipe bolts, hook-shaped fittings, nails, screws such as tapping screws and wood screws, bolts, rivets, insert nuts, nuts, wires, wires, and the like can be given. Examples of the material include metal, ceramic, resin, glass, and wood. Two or more types and materials may be combined. As a method of attaching to the structure, screwing, fitting, fastening, embedding, locking, adhesion, pressure bonding, welding, welding, nailing, or stapling can be appropriately employed.

図3に、剥落防止性能確認用具7の概略斜視図を示す。剥落防止性能確認用具7は、第1連結部10,12と、第2連結部11,13と、第3連結部14とから構成される。   In FIG. 3, the schematic perspective view of the peeling prevention performance confirmation tool 7 is shown. The peeling prevention performance confirmation tool 7 includes first connection portions 10 and 12, second connection portions 11 and 13, and a third connection portion 14.

第1連結部10,12は孔12の開いた平板10である。孔12をタッピン螺子5が挿通して平板10が介挿されることにより、第1連結部10,12は取付機構を連結する。   The first connecting portions 10 and 12 are flat plates 10 having holes 12. When the tapping screw 5 is inserted through the hole 12 and the flat plate 10 is inserted, the first connecting portions 10 and 12 connect the attachment mechanism.

第2連結部11,13は孔13の開いた平板11である。孔13に剥落防止性能確認試験機26の治具が係止されることにより、第2連結部11,13は剥落防止性能確認試験機26を連結する。   The second connecting portions 11 and 13 are flat plates 11 having holes 13. When the jig of the peeling prevention performance confirmation tester 26 is locked in the hole 13, the second connecting portions 11 and 13 connect the peeling prevention performance confirmation tester 26.

第3連結部は第1連結部と第2連結部とを連結する。平板10,11は一枚の平板を90度に折り曲げたものであり、折り曲げ部14が第3連結部を構成する。平板10,11を溶接しても良い。溶接部14が第3連結部を構成する。   The third connection part connects the first connection part and the second connection part. The flat plates 10 and 11 are obtained by bending a single flat plate at 90 degrees, and the bent portion 14 constitutes a third connecting portion. The flat plates 10 and 11 may be welded. The welding part 14 comprises a 3rd connection part.

第1連結部と第2連結部とは図示のように直接繋がっていてもよいし、他の部材を介して繋がっていてもよい。   The 1st connection part and the 2nd connection part may be directly connected like illustration, and may be connected via other members.

本発明の第1連結部は、取付機構を連結できれば特に限定されない。例えば、有孔、環状、管状、フック状、U字状又はL字状の線材、板材又はブロック材、或いは、螺子であることが好ましい。取付機構を介して構造物表面9に容易に固定される。   The 1st connection part of this invention will not be specifically limited if an attachment mechanism can be connected. For example, it is preferably a perforated, annular, tubular, hook-shaped, U-shaped or L-shaped wire, plate or block material, or a screw. It is easily fixed to the structure surface 9 via an attachment mechanism.

本発明の第2連結部は、剥落防止性能確認試験機26を連結できれば特に限定されない。例えば、有孔、環状、管状、フック状、U字状又はL字状の線材、板材又はブロック材、或いは、螺子であることが好ましい。   The 2nd connection part of this invention will not be specifically limited if the peeling prevention performance confirmation tester 26 can be connected. For example, it is preferably a perforated, annular, tubular, hook-shaped, U-shaped or L-shaped wire, plate or block material, or a screw.

剥落防止性能確認用具7の主要部は、被覆モルタル4の内部に埋設されるが、第2連結部(孔13)は、被覆モルタル4から露出している。   The main part of the peeling prevention performance confirmation tool 7 is embedded in the coating mortar 4, but the second connecting portion (hole 13) is exposed from the coating mortar 4.

図4に剥落防止性能確認試験機の一例を示す。剥落防止性能確認試験機は、例えば引張り試験機26であり、引張り試験機の一つであるプッシュプルゲージである。プッシュプルゲージ26はデジタル式のもので、胴部27と頭部23からなり、頭部23の先端に計測軸31がある。この計測軸31の先端は雄螺子となっており、プッシュプルゲージ26の内部のロードセルに連結している。頭部23にはディスプレイ28が備わり、頭部23と胴部27の連結部分の近傍にボタン類が備わっている。計測軸31には、アタッチメント(ジグ)29が螺合させてある。このアタッチメント29は、フック部30と雌螺子が連結して形成されている。   FIG. 4 shows an example of a peeling prevention performance confirmation tester. The peeling prevention performance confirmation tester is, for example, a tensile tester 26, which is a push-pull gauge that is one of the tensile testers. The push-pull gauge 26 is a digital type, and includes a body part 27 and a head part 23, and a measuring shaft 31 is provided at the tip of the head part 23. The tip of the measuring shaft 31 is a male screw and is connected to a load cell inside the push-pull gauge 26. The head 23 is provided with a display 28, and buttons are provided in the vicinity of the connecting portion between the head 23 and the trunk portion 27. An attachment (jig) 29 is screwed onto the measurement shaft 31. The attachment 29 is formed by connecting a hook portion 30 and a female screw.

本発明に用いる引張り試験機としては、取付機構が負担すべき荷重以上の荷重で落防止性能確認用具(第2連結部)を引張ることができ、且つそのときの応力が測定できるものであれば特に限定されずに用いることができる。例えば、プッシュプルゲージ(フォースゲージ)、データロガー等のデータ変換器と組み合わせたロードセル、吊秤などが用いることができる。好ましくは、データの記録が容易で且つ持ち運びが容易であることから、プッシュプルゲージ(フォースゲージ)が好ましい。このようなプッシュプルゲージ(フォースゲージ)としては、例えば、アイコ−エンジニアリング社製デジタル・プッシュプル・ゲージMODERL−RXシリーズ、イマダ社製デジタルフォースゲージDS2シリーズ、同ZTSシリーズ、同ZTAシリーズ、同社特殊デジタルフォースゲージセンサーセパレート型ZTS/ZTAシリーズ、同社メカニカルフォースゲージFB/FSシリーズ、同PS/PSSシリーズ、同PSMシリーズ、同UKK/UKTシリーズ、佐藤商事社製フォースゲージFG−5000シリーズ、日本計測システム社製ハンディデジタルフォースゲージHFシリーズ、同社ハンディアナログフォースゲージANシリーズ、日本電産シンポ社製デジタルフォースゲージFGPシリーズ、同FGPXシリーズ、同FGJNシリーズ、同社アナログフォースゲージMFシリーズ、エー・アンド・デイ社製フォースゲージAD−4932Aシリーズ等があり、これらの同等品も用いることができる。   The tensile tester used in the present invention is capable of pulling the drop prevention performance confirmation tool (second connecting part) with a load greater than the load to be borne by the mounting mechanism and measuring the stress at that time. It can use without being specifically limited. For example, a load cell combined with a data converter such as a push-pull gauge (force gauge) or a data logger, a hanging scale, or the like can be used. Preferably, a push-pull gauge (force gauge) is preferable because data can be easily recorded and carried easily. Examples of such push-pull gauges (force gauges) include the digital push-pull gauge MODEL-RX series manufactured by Aiko Engineering Co., Ltd., the digital force gauge DS2 series manufactured by Imada Co., the ZTS series, the ZTA series, and the company special Digital Force Gauge Sensor Separate Type ZTS / ZTA Series, Company Mechanical Force Gauge FB / FS Series, PS / PSS Series, PSM Series, UKK / UKT Series, Force Gauge FG-5000 Series by Sato Corporation, Japan Measuring System Handy Digital Force Gauge HF Series, Handy Analog Force Gauge AN Series, Digital Force Gauge FGP Series, FGPPX Series, F JN series, the company analog force gauge MF series, there are A & D Company, Ltd. force gauge AD-4932A series, etc., it can also be used these equivalent.

〜施工手順〜
図1に戻り、被覆構造の施工手順を説明する。
-Construction procedure-
Returning to FIG. 1, the construction procedure of the covering structure will be described.

構造物1に下穴3を設ける(図1(a))。   A pilot hole 3 is provided in the structure 1 (FIG. 1A).

剥落防止性能確認用具7を所定の位置に配置する。さらに、取付機構5,6,8を所定の位置に配置する。このとき、下穴3、孔12、平ワッシャー6、金網取付部8の位置が一致するようにする(図1(b))。   The peeling prevention performance confirmation tool 7 is arranged at a predetermined position. Further, the attachment mechanisms 5, 6, 8 are arranged at predetermined positions. At this time, the positions of the pilot hole 3, the hole 12, the flat washer 6, and the wire mesh attaching portion 8 are made to coincide (FIG. 1B).

タッピン螺子5を下穴3にねじ込み、ステンレス製金網2を構造物表面9に取り付ける。このとき同時に剥落防止性能確認用具7も取り付ける。すなわち、第1連結部10,12と取付機構3,5,6,8とを連結する(図1(c))。   The tapping screw 5 is screwed into the pilot hole 3 and the stainless steel wire mesh 2 is attached to the structure surface 9. At the same time, the peeling prevention performance confirmation tool 7 is also attached. That is, the 1st connection parts 10 and 12 and the attachment mechanisms 3, 5, 6, and 8 are connected (FIG.1 (c)).

更に、所定厚さの被覆モルタル4を被覆する。このとき孔13が、被覆モルタル4から露出している(図1(d))。   Furthermore, a coating mortar 4 having a predetermined thickness is coated. At this time, the holes 13 are exposed from the covering mortar 4 (FIG. 1D).

〜試験方法〜
試験方法の一例を説明する。引張り試験機により取付機構が負担すべき荷重以上の荷重で引張り、取付機構3,5,6,8が抜け落ち、ずり抜け、破壊及び降伏しないことを確認する。
~Test method~
An example of the test method will be described. Using a tensile tester, pull the load with a load greater than the load that the mounting mechanism should bear, and check that the mounting mechanisms 3, 5, 6, and 8 do not fall out, slip, break, or yield.

プッシュプルゲージ26に取り付けたアタッチメントのフック部30を、剥落防止性能確認用具7の連結部11の孔13に掛けた後に、プッシュプルゲージの胴部27を手で握り、鉄製構造物表面9又はモルタル表面20に対し略垂直にプッシュプルゲージを、タッピン螺子5が負担すべき荷重以上の荷重となるまで引張る。引張力は剥落防止性能確認用具7を介してタッピン螺子5に作用する。更に、変位計21を剥落防止性能確認用具7の先端に当て、落防止性能確認用具の動き(変位)を測定し把握してもよい。   After hooking the hook portion 30 of the attachment attached to the push-pull gauge 26 in the hole 13 of the connecting portion 11 of the anti-peeling performance check tool 7, the push-pull gauge body portion 27 is grasped by hand, and the iron structure surface 9 or A push-pull gauge is pulled substantially perpendicularly to the mortar surface 20 until a load equal to or greater than the load that the tapping screw 5 should bear. The tensile force acts on the tapping screw 5 via the peeling prevention performance confirmation tool 7. Further, the displacement meter 21 may be applied to the tip of the peeling prevention performance confirmation tool 7 to measure and grasp the movement (displacement) of the fall prevention performance confirmation tool.

本発明の剥落防止性能確認としては、落防止性能確認用具の動き(変位)を変位計、マイクロメータ、ノギス等により把握することで確認方法、目視により確認する方法、小型ハンマー等により落防止性能確認用具を叩きそのときの音により確認する方法(打音検査)等が好ましい方法として挙げられる。落防止性能確認用具の動き(変位)を変位計等で把握するときは、構造物又は被覆モルタルとの距離を直接又は間接的に測定して把握することがより好ましい。また、目視により確認するときは、落防止性能確認用具の被覆モルタルとの境付近に目印を付け、当該目印が被覆モルタルとの境界から離れたか否かを確認することがより好ましい。   As the confirmation of the peeling prevention performance of the present invention, the movement (displacement) of the drop prevention performance confirmation tool is grasped by a displacement meter, a micrometer, a caliper, etc., a confirmation method, a method of visually confirming, a fall prevention performance by a small hammer, etc. A preferable method is a method in which a confirmation tool is struck and confirmed by a sound at that time (sounding test). When grasping the movement (displacement) of the drop prevention performance confirmation tool with a displacement meter or the like, it is more preferable to grasp the distance from the structure or the covering mortar directly or indirectly. Moreover, when confirming visually, it is more preferable to mark the boundary between the drop prevention performance confirmation tool and the coating mortar, and to confirm whether or not the mark is separated from the boundary with the coating mortar.

取付機構が負担すべき荷重以上の荷重とは、取付機構が負担すべき荷重に安全率を掛けた値の荷重である。ここで、取付機構が負担すべき荷重とは、被覆モルタルと構造物がその界面における付着力が無い状態、即ち、被覆モルタルが構造物表面で剥離している状態のときに取付機構に負荷される荷重である。水平な構造物表面の下面に被覆モルタルを設けるときは、取付機構が負担する面積の被覆モルタルの重量を取付機構が負担すべき荷重とみなせる。このとき、被覆モルタルに付加されている取付機構、被覆モルタル用剥落防止具及び剥落防止性能確認用具等の重量も加味した重量が取付機構が負担すべき荷重であるが、これらの割合が小さいときはこれらの重量を無視し、被覆モルタルのみを重量を取付機構が負担すべき荷重とみなしてもよい。また、被覆モルタル表面に風等により負圧が掛るときは、その負圧も加味して取付機構が負担すべき荷重を設定する。この負圧も取付機構等の重量と同様に、被覆モルタルの重量に対する割合が小さいときは、この負圧も無視して被覆モルタルのみを重量を取付機構が負担すべき荷重とみなしてもよい。   The load greater than or equal to the load to be borne by the attachment mechanism is a load having a value obtained by multiplying the load to be borne by the attachment mechanism by the safety factor. Here, the load to be borne by the mounting mechanism is a load applied to the mounting mechanism when the covering mortar and the structure have no adhesion at the interface, that is, when the covering mortar is peeled off from the surface of the structure. Load. When the covering mortar is provided on the lower surface of the horizontal structure surface, the weight of the covering mortar having an area borne by the attachment mechanism can be regarded as a load to be borne by the attachment mechanism. At this time, the weight that includes the weight of the attachment mechanism added to the coating mortar, the anti-peeling device for covering mortar, and the anti-peeling performance confirmation tool is the load that the mounting mechanism should bear, but when these proportions are small May ignore these weights and consider only the coated mortar as the load that the mounting mechanism should bear. Further, when a negative pressure is applied to the surface of the coated mortar by wind or the like, the load that the mounting mechanism should bear is set in consideration of the negative pressure. Similarly to the weight of the attachment mechanism and the like, when the ratio of the negative pressure to the weight of the covering mortar is small, the negative pressure may be ignored and only the weight of the covering mortar may be regarded as a load that the attachment mechanism should bear.

本実施形態は、施工時(被覆前)および施工後(被覆後)に剥落防止性能を確認できることを特徴とする。   The present embodiment is characterized in that peeling prevention performance can be confirmed during construction (before coating) and after construction (after coating).

施工時(被覆前)(図1(c))に確認することにより、被覆モルタル用剥落防止具の構造物表面への取り付けに問題がある取付機構を見つけ出すことができ、被覆モルタルによる被覆前に修繕することが出来る。   By confirming at the time of construction (before coating) (Fig. 1 (c)), it is possible to find a mounting mechanism that has a problem in mounting the coating prevention device for coating mortar on the structure surface. It can be repaired.

施工後(被覆後)(図1(d))に確認することにより、被覆モルタルが剥落することが無いことが確認できる。また、定期的に本発明の剥落防止性能確認方法を行えば、経年劣化がないことを確認できる。   By confirming after construction (after coating) (FIG. 1 (d)), it can be confirmed that the coating mortar does not peel off. Moreover, if the peeling prevention performance confirmation method of this invention is performed regularly, it can confirm that there is no aged deterioration.

もし、取付機構の抜け落ち、ずり抜け、破壊又は降伏が確認される場合は、速やかに取付機構の取替え等により修繕すればよい。   If any missing, slipped, broken or yielding of the mounting mechanism is confirmed, it can be repaired immediately by replacing the mounting mechanism.

これにより、予期せぬ事態を未然に防止できる。   Thereby, an unexpected situation can be prevented in advance.

<第2実施形態>
図5に剥落防止性能確認用具の第2実施形態を示す。図5において、(a)は正面図、(b)は左側面図、(c)は平面図、(d)は右側面図、(e)は背面図、(f)は底面図である。
Second Embodiment
FIG. 5 shows a second embodiment of the peeling prevention performance confirmation tool. 5, (a) is a front view, (b) is a left side view, (c) is a plan view, (d) is a right side view, (e) is a rear view, and (f) is a bottom view.

図5に示した剥落防止性能確認用具7Aは、ステンレス製で、孔24の開いた平板16からなる第1連結部と、半環状平板17からなる第2連結部と、孔の無い平板18からなる第3連結部と、2つの突起部15,19と、から構成される。平板16と平板18とのなす角は直角である。半環状平板17と平板18は同一平面状である。   The peeling prevention performance confirmation tool 7A shown in FIG. 5 is made of stainless steel, and includes a first connecting portion made of a flat plate 16 having holes 24, a second connecting portion made of a semi-annular flat plate 17, and a flat plate 18 having no holes. A third connecting portion and two projecting portions 15 and 19. The angle formed by the flat plate 16 and the flat plate 18 is a right angle. The semi-annular flat plate 17 and the flat plate 18 are coplanar.

突起部15,19は、平板18となす角直角に、平板16と平行に飛び出す様に設けられる。   The protrusions 15 and 19 are provided so as to protrude parallel to the flat plate 16 at a right angle to the flat plate 18.

一方の突起部15は、平板18より平面側(前側)に直角に折れ曲げられ形成されており、他方の突起部19は、平板18より背面側(後側)に直角に折れ曲げられ形成されている。   One protrusion 15 is bent at a right angle from the flat plate 18 to the plane side (front side), and the other protrusion 19 is formed at a right angle from the flat plate 18 to the back side (rear side). ing.

剥落防止性能確認用具7Aは、ステンレス製平板を必要な形状に打ち抜き、円形の孔24及び半円形の孔25を形成した後、折り曲げて平板16,18および突起部15,19を形成する。   The peeling prevention performance confirmation tool 7A is formed by punching a stainless steel flat plate into a necessary shape, forming a circular hole 24 and a semicircular hole 25, and then bending the plate to form flat plates 16, 18 and protrusions 15, 19.

第2実施形態においても第1実施形態と同様な構成を有し、同様な効果が得られる。   The second embodiment has the same configuration as that of the first embodiment, and the same effect can be obtained.

また剥落防止性能確認用具7Aは、構造物表面9への取り付けたときに、突起部15,19を具備していることにより、被覆モルタルがより剥落し難い。被覆モルタルが構造物表面から剥離した場合においても、当該突起に被覆モルタルが引っ掛かることで剥落しない。   Moreover, when the peeling prevention performance confirmation tool 7A is attached to the structure surface 9, the covering mortar is more difficult to peel off due to the provision of the protrusions 15 and 19. Even when the coating mortar is peeled off from the surface of the structure, the coating mortar is not peeled off by being caught on the protrusion.

<第3実施形態>
第1実施形態および第2実施形態においては、第2連結部が被覆モルタル表面20から突出して露出しているのに対し、第3実施形態においては、第2連結部が被覆モルタル表面20と面一位置に露出している。
<Third Embodiment>
In the first embodiment and the second embodiment, the second connecting portion protrudes from the coated mortar surface 20 and is exposed, whereas in the third embodiment, the second connecting portion faces the coated mortar surface 20. It is exposed at one position.

図6に、被覆構造および剥落防止性能確認用具の第3実施形態を示す。   FIG. 6 shows a third embodiment of a covering structure and a peeling prevention performance confirmation tool.

図6に示した剥落防止性能確認用具7Bは、取付具5と一体に形成されている。取付具5との境界71である第1連結部と、雌螺子72からなる第2連結部と、円柱状本体73からなる第3連結部と、から構成される。   The peeling prevention performance check tool 7B shown in FIG. The first connecting portion which is a boundary 71 with the mounting tool 5, the second connecting portion including the female screw 72, and the third connecting portion including the columnar body 73.

雌螺子72開口には保護キャップ74が設けられる。   A protective cap 74 is provided at the opening of the female screw 72.

雌螺子72には、剥落防止性能確認試験機26の計測軸31の先端に設けられる雄螺子が螺号される。   The female screw 72 is screwed with a male screw provided at the tip of the measuring shaft 31 of the peeling prevention performance confirmation tester 26.

第3実施形態においても第1実施形態と同様な構成を有し、同様な効果が得られる。   The third embodiment has the same configuration as that of the first embodiment, and the same effect can be obtained.

さらに、雌螺子72開口が被覆モルタル表面20と面一であるため、化粧性も損なわない。   Furthermore, since the female screw 72 opening is flush with the coated mortar surface 20, the cosmetic properties are not impaired.

<第4実施形態>
第3実施形態においては、第2連結部が被覆モルタル表面20と面一位置に露出しているのに対し、第4実施形態においては、被覆モルタル表面20に切欠け部が設けられ、第2連結部が切欠け部より露出している。
<Fourth embodiment>
In the third embodiment, the second connecting portion is exposed at the same position as the surface of the coated mortar 20, whereas in the fourth embodiment, the coated mortar surface 20 is provided with a notch, and the second The connecting part is exposed from the notch part.

図7は、被覆構造および剥落防止性能確認用具の第4実施形態を示す。   FIG. 7 shows a fourth embodiment of a covering structure and a peeling prevention performance confirmation tool.

被覆モルタル4の表面20には切欠け部が設けられている。切欠け部開口には保護キャップ74が設けられる。   The surface 20 of the covering mortar 4 is provided with a notch. A protective cap 74 is provided in the notch opening.

図7に示した剥落防止性能確認用具7Cは、取付具5と一体に形成されている。取付具5との境界71である第1連結部と、半環状平板75からなる第2連結部と、円柱状本体73からなる第3連結部と、から構成される。   The peeling prevention performance confirmation tool 7 </ b> C shown in FIG. 7 is formed integrally with the fixture 5. The first connecting portion is a boundary 71 with the fixture 5, the second connecting portion is formed of a semi-annular flat plate 75, and the third connecting portion is formed of a cylindrical main body 73.

半環状平板75には、剥落防止性能確認試験機26のフック30が係止される。   The semi-annular flat plate 75 is engaged with the hook 30 of the peeling prevention performance confirmation tester 26.

第4実施形態においても第1実施形態と同様な構成を有し、同様な効果が得られる。   The fourth embodiment has the same configuration as that of the first embodiment, and the same effect can be obtained.

さらに、半環状平板75は切欠け部に内包され被覆モルタル表面20から突出しないため、化粧性も損なわない。   Furthermore, since the semi-annular flat plate 75 is included in the notch and does not protrude from the coated mortar surface 20, the cosmetic properties are not impaired.

<被覆材落下防止材>
〜概要〜
第1〜4実施形態では、モルタル内に剥落防止具2を設け、更に剥落防止性能確認用具7を介して被覆前、被覆後に性能確認を行っている。すなわち、二重、三重の安全対策をしている。しかしながら、これらの安全対策に不具合が発生したことを想定するフェイルセーフという技術思想が重要である。すなわち、実際に起こり得ない不具合をも想定する。
<Coating material fall prevention material>
~Overview~
In the first to fourth embodiments, the peeling prevention tool 2 is provided in the mortar, and the performance is confirmed before and after coating via the peeling prevention performance confirmation tool 7. In other words, double and triple safety measures are taken. However, the technical concept of fail-safe that assumes that a failure has occurred in these safety measures is important. That is, a problem that cannot actually occur is assumed.

剥落防止具2により被覆材全体が剥落する致命的な事故を防止できるが、剥落防止具設置位置より浅い位置の被覆材が局所的に剥落する不具合も考慮することが好ましい。   Although it is possible to prevent a fatal accident in which the entire covering material is peeled off by the peeling preventive tool 2, it is preferable to take into account the problem that the covering material at a position shallower than the position where the peeling preventing tool is installed is locally peeled off.

さらに、取付部8が破損して、周囲のモルタルと共に剥落防止性能確認用具7の1つが抜け落ちる不具合も考慮することが好ましい。   Furthermore, it is preferable to consider a problem that the mounting portion 8 is damaged and one of the peeling prevention performance confirmation tools 7 falls out together with the surrounding mortar.

〜構成〜
図8は、第1実施形態の被覆構造(図1参照)に被覆材落下防止材81を付加したものである。図9は、被覆材落下防止材81をトンネルの天井に設けた例の下面図である。
~Constitution~
FIG. 8 is obtained by adding a covering material fall prevention material 81 to the covering structure of the first embodiment (see FIG. 1). FIG. 9 is a bottom view of an example in which the covering material fall prevention material 81 is provided on the ceiling of the tunnel.

第2連結部11は被覆材から露出し、露出部には孔13が設けられている。剥落防止性能確認用具7は所定間隔に複数設けられている。その結果、被覆材表面20には、複数の孔13が露出している。   The 2nd connection part 11 is exposed from a coating | covering material, and the hole 13 is provided in the exposed part. A plurality of peeling prevention performance confirmation tools 7 are provided at predetermined intervals. As a result, a plurality of holes 13 are exposed on the coating material surface 20.

複数の孔13にワイヤ82を挿通し、網目状を形成する。これによりモルタル表面20に対向するように被覆材落下防止材81が形成される。被覆材落下防止材81は保護ネットとして機能する。   A wire 82 is inserted into the plurality of holes 13 to form a mesh shape. Thereby, the covering material fall prevention material 81 is formed so as to face the mortar surface 20. The covering material fall prevention material 81 functions as a protective net.

〜動作〜
仮に、モルタル表面20の被覆材が局所的に剥落した場合でも、保護ネット81が剥離モルタルを受ける。これにより、通行車両に剥離モルタルが当たるといった重大事故を未然に防ぐことができる。
~ Operation ~
Even if the covering material on the mortar surface 20 is locally peeled off, the protective net 81 receives the peeling mortar. Thereby, it is possible to prevent a serious accident such as a mortar hitting a passing vehicle.

また、仮に、取付部8が破損して、周囲のモルタルと共に剥落防止性能確認用具7の1つが抜け落ちた場合でも、ワイヤ82を介して、複数の隣接する剥落防止性能確認用具7が、落下した剥落防止性能確認用具7を支持する。これにより、通行車両に剥落防止性能確認用具7が当たるといった重大事故を未然に防ぐことができる。   Further, even if the mounting portion 8 is damaged and one of the peeling prevention performance confirmation tools 7 is dropped together with the surrounding mortar, a plurality of adjacent peeling prevention performance confirmation tools 7 are dropped via the wires 82. The peeling prevention performance confirmation tool 7 is supported. Thereby, it is possible to prevent a serious accident such that the anti-dropping performance checking tool 7 hits a passing vehicle.

被覆材の目視検査は、高頻度で行われる。局所的な剥離モルタルや剥落防止性能確認用具7の落下が確認された場合は、速やかに修繕すればよい。   The visual inspection of the covering material is frequently performed. When the fall of the local peeling mortar or the peeling prevention performance confirmation tool 7 is confirmed, it may be repaired promptly.

ところで、被覆材落下防止材81の連結は、ワイヤ82を孔13に挿通しただけの簡素な構成である。したがって、剥落防止性能を確認する(第1実施形態参照)場合には、容易に撤去できる。また、確認試験後、容易に設置できる。   By the way, the connection of the covering material fall prevention material 81 has a simple configuration in which the wire 82 is simply inserted into the hole 13. Therefore, when confirming peeling prevention performance (refer 1st Embodiment), it can remove easily. Moreover, it can be installed easily after the confirmation test.

或いは、ワイヤ82が孔13の淵に接しないような状態、即ちワイヤ82が第2連結部11に接しないような状態で剥落防止性能を確認することで、剥落防止性能の確認時に被覆材落下防止材81による荷重の影響を受けずに確認することができる。   Alternatively, by checking the peeling prevention performance in a state where the wire 82 does not contact the flange of the hole 13, that is, in a state where the wire 82 does not contact the second connecting portion 11, the coating material is dropped when the peeling prevention performance is confirmed. This can be confirmed without being affected by the load due to the prevention material 81.

〜効果〜
新たな構成を追加することなく、容易にフェイルセーフ機能の付加できる。これにより、剥落防止具や性能確認試験などの安全対策が機能しなかった場合でも、重大事故を未然に防ぐことができる。
~effect~
A fail-safe function can be easily added without adding a new configuration. As a result, even if safety measures such as a peeling prevention tool or a performance confirmation test do not function, a serious accident can be prevented.

〜変形例〜
変形例1:図10は、第1実施形態の被覆構造(図1参照)に変形例に係る被覆材落下防止材83を付加したものである。
~ Modification ~
Modification 1: FIG. 10 is obtained by adding a covering material fall prevention material 83 according to a modification to the covering structure of the first embodiment (see FIG. 1).

第1実施形態において、被覆材表面20には、複数の孔13が露出している。それぞれの剥落防止性能確認用具7の孔13に対応して、連結リング84が設けられている。連結リング84は、更にステンレス製金網85に連結されている。   In the first embodiment, a plurality of holes 13 are exposed on the coating material surface 20. A connection ring 84 is provided corresponding to each hole 13 of each peeling prevention performance confirmation tool 7. The connection ring 84 is further connected to a stainless steel wire mesh 85.

これにより、ステンレス製金網85は、連結リング84を介して、剥落防止性能確認用具7に吊支持されている。すなわち、連結リング84とステンレス製金網85は、モルタル表面20に対向するように被覆材落下防止材83を構成する。   Thereby, the stainless steel wire mesh 85 is suspended and supported by the peeling prevention performance confirmation tool 7 via the connection ring 84. That is, the connecting ring 84 and the stainless steel wire mesh 85 constitute the covering material fall prevention member 83 so as to face the mortar surface 20.

被覆材落下防止材83は、被覆材落下防止材81と同様に動作し、同様な効果が得られる。   The covering material fall prevention material 83 operates in the same manner as the covering material fall prevention material 81, and a similar effect is obtained.

変形例2:図11は、第3実施形態の被覆構造(図6参照)に変形例に係る被覆材落下防止材91を付加したものである。   Modification 2: FIG. 11 is obtained by adding a covering material fall prevention material 91 according to a modification to the covering structure of the third embodiment (see FIG. 6).

第3実施形態において、保護キャップ74を外すと被覆材表面20に雌螺子72開口が露出する。それぞれの剥落防止性能確認用具7Bの雌螺子72に対応して、連結ボルト92が螺合される。連結ボルト92の頭部は一般的なボルトより広くなっている。ネット93は、連結ボルト92頭部に係止されている。   In the third embodiment, when the protective cap 74 is removed, the female screw 72 opening is exposed on the coating material surface 20. Corresponding to the female screw 72 of each peeling prevention performance confirmation tool 7B, the connecting bolt 92 is screwed. The head of the connecting bolt 92 is wider than a general bolt. The net 93 is locked to the head of the connecting bolt 92.

これにより、ネット93は、連結ボルト92を介して、剥落防止性能確認用具7Bに吊支持されている。すなわち、連結ボルト92とネット93は、モルタル表面20に対向するように被覆材落下防止材91を構成する。   Thereby, the net 93 is suspended and supported by the peeling prevention performance confirmation tool 7 </ b> B via the connecting bolt 92. That is, the connecting bolt 92 and the net 93 constitute the covering material fall prevention material 91 so as to face the mortar surface 20.

変形例3:図12は、第4実施形態の被覆構造(図7参照)に変形例に係る被覆材落下防止材94を付加したものである。   Modification 3: FIG. 12 is obtained by adding a covering material fall prevention material 94 according to a modification to the covering structure of the fourth embodiment (see FIG. 7).

第4実施形態において、保護キャップ74を外すと切欠け部開口には半環状平板75が露出する。それぞれの剥落防止性能確認用具7Cの半環状平板75に対応して、連結フック95が係止される。連結フック95は、更にステンレス製金網96に連結されている。   In the fourth embodiment, when the protective cap 74 is removed, the semi-annular flat plate 75 is exposed in the notch opening. Corresponding to the semi-annular flat plate 75 of each peeling prevention performance confirmation tool 7C, the connecting hook 95 is locked. The connection hook 95 is further connected to a stainless steel wire mesh 96.

これにより、ステンレス製金網96は、連結フック95を介して、剥落防止性能確認用具7Cに吊支持されている。すなわち、連結フック95とステンレス製金網96は、モルタル表面20に対向するように被覆材落下防止材94を構成する。   Thus, the stainless steel metal mesh 96 is suspended and supported by the peeling prevention performance confirmation tool 7C via the connection hook 95. That is, the connecting hook 95 and the stainless steel wire mesh 96 constitute the covering material fall prevention member 94 so as to face the mortar surface 20.

その他:本実施形態では、被覆材落下防止材は、剥落防止性能確認試験を前提とした安全対策と考えているが、剥落防止性能確認試験を前提としなくともよい。すなわち、剥落防止性能確認用具7を性能確認に用いず、被覆材落下防止材と取付部8との連結用具として用いる。   Others: In this embodiment, the covering material fall prevention material is considered to be a safety measure based on the peeling prevention performance confirmation test, but may not be based on the peeling prevention performance confirmation test. That is, the peeling prevention performance confirmation tool 7 is not used for performance confirmation, but is used as a connection tool between the covering material fall prevention material and the mounting portion 8.

以上、被覆材落下防止材の変形例について説明したが、これに限定されない。   As mentioned above, although the modification of the coating | covering material fall prevention material was demonstrated, it is not limited to this.

被覆材落下防止材は、線材、網材、板、布、シート等が挙げられ、材質としては、金属、セラミック、樹脂、ガラス、木材、動物性繊維、植物性繊維等が挙げられる。種類および材質とも2種以上複合したものでも良い。   Examples of the covering material fall prevention material include a wire, a net, a plate, a cloth, and a sheet, and examples of the material include metal, ceramic, resin, glass, wood, animal fiber, and vegetable fiber. Two or more types and materials may be combined.

被覆材落下防止材の取付方式は、螺合、嵌合、締結、係止、接着、圧着、溶着、溶接、ステープル、或いは挿通等が適宜採用できる。被覆材落下防止材は剥落防止性能確認用具に直接取り付けても良いし、ナスカンやリング等の連結具を用いて取り付けてもよい。   As a method for attaching the covering material fall prevention material, screwing, fitting, fastening, locking, adhesion, pressure bonding, welding, welding, stapling, or insertion can be appropriately employed. The covering material fall prevention material may be directly attached to the peeling prevention performance confirmation tool, or may be attached using a connecting tool such as an eggplant or a ring.

本発明は、コンクリート、金属、木材、石材又は煉瓦等からなる構造物表面に、耐火被覆モルタルや耐酸モルタル等の被覆モルタルを被覆する被覆構造に適用できる。構造物としては、例えば木造住宅、鉄骨製住宅、コンクリート製住宅、トンネル、タンク、上水道施設、下水道施設、橋脚、高架橋、鉄筋コンクリート製水路等が挙げられる。   INDUSTRIAL APPLICABILITY The present invention can be applied to a covering structure in which the surface of a structure made of concrete, metal, wood, stone, brick, or the like is covered with a covering mortar such as a fireproof covering mortar or an acid resistant mortar. Examples of the structure include a wooden house, a steel house, a concrete house, a tunnel, a tank, a water supply facility, a sewerage facility, a bridge pier, a viaduct, a reinforced concrete waterway, and the like.

1 鉄製構造物
2 ステンレス製金網(被覆モルタル用剥落防止具)
3 下穴(未貫通穴)
4 軽量被覆モルタル
5 タッピン螺子(取付機構)
6 平ワッシャー
7,7A,7B,7C 剥落防止性能確認用具
8 金網取付部
9 鉄製構造物表面
10 平板(第1連結部)
11 平板(第2連結部)
12 孔(第1連結部)
13 孔(第2連結部)
14 第3連結部
15 突起部
16 平板(第1連結部)
17 半環状平板(第2連結部)
18 孔無し平板(第3連結部)
19 突起部
20 モルタル表面
21 凹部
22 平面部
23 頭部
24 孔(第1連結部)
25 半円形の孔(第2連結部)
26 プッシュプルゲージ(引張り試験機)
27 胴部
28 ディスプレイ部
29 アタッチメント(ジグ)
30 フック部
31 計測軸
71 境界(第1連結部)
72 雌螺子(第2連結部)
73 円柱状本体(第3連結部)
74 保護キャップ
75 半環状平板(第2連結部)
81 被覆材落下防止材
82 ワイヤ
83 被覆材落下防止材
84 連結リング
85 ステンレス製金網
91 被覆材落下防止材
92 連結ボルト
93 ネット
94 被覆材落下防止材
95 連結フック
96 ステンレス製金網
1 Iron structure 2 Stainless steel wire mesh (Peeling prevention tool for coated mortar)
3 Pilot hole (non-through hole)
4 Lightweight coated mortar 5 Tapping screw (mounting mechanism)
6 Flat washer 7, 7A, 7B, 7C Peeling prevention performance confirmation tool 8 Metal mesh attachment part 9 Steel structure surface 10 Flat plate (first connecting part)
11 Flat plate (second connecting part)
12 holes (first connecting part)
13 holes (second connecting part)
14 3rd connection part 15 Protrusion part 16 Flat plate (1st connection part)
17 Semi-annular flat plate (second connecting part)
18 Holeless flat plate (3rd connecting part)
19 Protrusion part 20 Mortar surface 21 Concave part 22 Flat part 23 Head part 24 Hole (1st connection part)
25 Semicircular hole (second connecting part)
26 Push-pull gauge (tensile testing machine)
27 Body 28 Display 29 Attachment (Jig)
30 Hook part 31 Measuring shaft 71 Boundary (first connecting part)
72 Female screw (second connecting part)
73 Columnar body (third connecting part)
74 Protective cap 75 Semi-annular flat plate (second connecting part)
81 Cover material fall prevention material 82 Wire 83 Cover material fall prevention material 84 Connection ring 85 Stainless steel wire mesh 91 Cover material fall prevention material 92 Connection bolt 93 Net 94 Cover material fall prevention material 95 Connection hook 96 Stainless steel wire mesh

Claims (10)

構造物と、
前記構造物を被覆する被覆材と、
前記構造物から前記被覆材が剥落することを防ぐ剥落防止具と、
前記剥落防止具を前記構造物に取り付ける取付機構と、
前記剥落防止具の剥落防止性能を確認するための剥落防止性能確認用具と
を備え、
前記剥落防止性能確認用具は、
前記取付機構を連結する第1連結部と、
剥落防止性能確認試験機を連結する第2連結部と、
前記第1連結部と前記第2連結部とを連結する第3連結部と
を有する
ことを特徴とする被覆構造。
A structure,
A covering material for covering the structure;
A peeling prevention tool for preventing the covering material from peeling off from the structure,
An attachment mechanism for attaching the anti-strip tool to the structure;
A peeling prevention performance confirmation tool for confirming the peeling prevention performance of the peeling prevention tool,
The peeling prevention performance confirmation tool is:
A first connecting portion for connecting the attachment mechanism;
A second connecting portion for connecting the anti-peeling performance confirmation tester;
A covering structure, comprising: a third connecting portion that connects the first connecting portion and the second connecting portion.
前記第2連結部は、被覆材から露出する
ことを特徴とする請求項1記載の被覆構造。
The covering structure according to claim 1, wherein the second connecting portion is exposed from the covering material.
複数の前記第2連結部に連結されて形成される被覆材落下防止手段
を更に備える
ことを特徴とする請求項1または2記載の被覆構造。
A covering material fall prevention means formed by being connected to the plurality of second connecting portions is further provided.
The covering structure according to claim 1 or 2, characterized by the above-mentioned.
構造物から被覆材が剥落することを防ぐ剥落防止具の取付機構を連結する第1連結部と、
剥落防止性能確認試験機を連結する第2連結部と、
前記第1連結部と前記第2連結部とを連結する第3連結部と
を備えることを特徴とする被覆材剥落防止具の剥落防止性能確認用具。
A first connecting portion for connecting a mounting mechanism of a peeling prevention device for preventing the covering material from peeling off from the structure;
A second connecting portion for connecting the anti-peeling performance confirmation tester;
A stripping prevention performance confirmation tool for a dressing stripping prevention device, comprising: a third coupling portion that couples the first coupling portion and the second coupling portion.
構造物と、
前記構造物を被覆する被覆材と、
前記構造物から前記被覆材が剥落することを防ぐ剥落防止具と、
前記剥落防止具を前記構造物に取り付ける取付機構と、
前記取付機構を連結する第1連結部と、
前記被覆材の外部の外部部材を連結する第2連結部と、
前記第1連結部と前記第2連結部とを連結する第3連結部と
を有する連結用具と、
複数の前記第2連結部に連結されて形成される被覆材落下防止手段
を備える
ことを特徴とする被覆構造。
A structure,
A covering material for covering the structure;
A peeling prevention tool for preventing the covering material from peeling off from the structure,
An attachment mechanism for attaching the anti-strip tool to the structure;
A first connecting portion for connecting the attachment mechanism;
A second connecting part for connecting an external member outside the covering material;
A connection tool comprising: a third connection part that connects the first connection part and the second connection part;
A covering structure comprising: a covering material fall prevention means formed by being connected to a plurality of the second connecting portions.
剥落防止具の取付機構を連結する第1連結部と、剥落防止性能確認試験機を連結する第2連結部と、前記第1連結部と前記第2連結部とを連結する第3連結部とを備える剥落防止性能確認用具を用いた剥落防止性能確認方法であって、
前記第1連結部を前記取付機構に連結し、
前記第2連結部を剥落防止性能確認試験機に連結し、
前記剥落防止性能確認試験機により、被覆前の剥落防止性能を確認し、
前記第2連結部と剥落防止性能確認試験機との連結を解除し、
被覆材を設け、
前記第2連結部を剥落防止性能確認試験機に再び連結し、
前記剥落防止性能確認試験機により、被覆後の剥落防止性能を確認する
ことを特徴とする剥落防止性能確認方法。
A first connecting part for connecting the mounting mechanism of the anti-peeling tool, a second connecting part for connecting an anti-peeling performance tester, and a third connecting part for connecting the first connecting part and the second connecting part. A peeling prevention performance confirmation method using a peeling prevention performance confirmation tool comprising:
Connecting the first connecting portion to the attachment mechanism;
Connect the second connecting part to a peeling prevention performance confirmation tester,
Check the anti-peeling performance before coating with the anti-peeling performance confirmation tester,
Release the connection between the second connecting part and the peeling prevention performance confirmation tester,
Provide a covering material,
Reconnect the second connecting part to the peeling prevention performance confirmation tester,
A method for confirming anti-peeling performance, comprising: confirming anti-peeling performance after coating by the anti-peeling performance confirmation tester.
剥落防止具の取付機構を連結する第1連結部と、剥落防止性能確認試験機を連結する第2連結部と、前記第1連結部と前記第2連結部とを連結する第3連結部とを備える剥落防止性能確認用具を用いた剥落防止性能確認方法であって、
前記第1連結部を前記取付機構に連結し、
前記被覆材が設けられる前に、前記第2連結部を剥落防止性能確認試験機に連結し、
前記剥落防止性能確認試験機により、剥落防止性能を確認する
ことを特徴とする剥落防止性能確認方法。
A first connecting part for connecting the mounting mechanism of the anti-peeling tool, a second connecting part for connecting an anti-peeling performance tester, and a third connecting part for connecting the first connecting part and the second connecting part. A peeling prevention performance confirmation method using a peeling prevention performance confirmation tool comprising:
Connecting the first connecting portion to the attachment mechanism;
Before the coating material is provided, connect the second connecting part to a peeling prevention performance confirmation tester,
A method for confirming anti-peeling performance, comprising: confirming anti-peeling performance using the anti-peeling performance confirmation tester.
剥落防止具の取付機構を連結する第1連結部と、剥落防止性能確認試験機を連結する第2連結部と、前記第1連結部と前記第2連結部とを連結する第3連結部とを備える剥落防止性能確認用具を用いた剥落防止性能確認方法であって、
前記第1連結部を前記取付機構に連結し、
被覆材を設け、
前記第2連結部を剥落防止性能確認試験機に連結し、
前記剥落防止性能確認試験機により、剥落防止性能を確認する
ことを特徴とする剥落防止性能確認方法。
A first connecting part for connecting the mounting mechanism of the anti-peeling tool, a second connecting part for connecting an anti-peeling performance tester, and a third connecting part for connecting the first connecting part and the second connecting part. A peeling prevention performance confirmation method using a peeling prevention performance confirmation tool comprising:
Connecting the first connecting portion to the attachment mechanism;
Provide a covering material,
Connect the second connecting part to a peeling prevention performance confirmation tester,
A method for confirming anti-peeling performance, comprising: confirming anti-peeling performance using the anti-peeling performance confirmation tester.
請求項6または8記載の剥落防止性能確認方法により、剥落防止性能を確認した後、
複数の前記第2連結部に連結して被覆材落下防止手段を形成する
ことを特徴とする被覆材落下防止方法。
After confirming the peeling prevention performance by the peeling prevention performance confirmation method according to claim 6 or 8,
A covering material fall prevention method, wherein the covering material fall prevention means is formed by being connected to the plurality of second connecting portions.
剥落防止具の取付機構を連結する第1連結部と、外部と連結する第2連結部と、前記第1連結部と前記第2連結部とを連結する第3連結部とを備える連結用具を介して、前記第1連結部を前記取付機構に連結して、前記剥落防止具を構造物に取り付け、
被覆材を設け、
複数の前記第2連結部に連結して被覆材落下防止手段を形成する
ことを特徴とする被覆材落下防止方法。
A connecting tool comprising: a first connecting part for connecting an attachment mechanism for a peeling prevention tool; a second connecting part for connecting to the outside; and a third connecting part for connecting the first connecting part and the second connecting part. Via, connecting the first connecting portion to the attachment mechanism, attaching the anti-strip tool to the structure,
Provide a covering material,
A covering material fall prevention method, wherein the covering material fall prevention means is formed by being connected to the plurality of second connecting portions.
JP2014099284A 2013-12-19 2014-05-13 Coating structure, peeling prevention performance confirmation tool, peeling prevention performance confirmation method, and coating material fall prevention method Expired - Fee Related JP6341560B2 (en)

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Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02103454U (en) * 1989-02-03 1990-08-16
US5415498A (en) * 1993-06-24 1995-05-16 Seegmiller; Ben L. Mine roof support systems and components
JPH1037480A (en) * 1996-07-29 1998-02-10 Okabe Co Ltd Safety net hanging device in concrete structure
JP2003049819A (en) * 2001-08-07 2003-02-21 Kondotec Inc Embedded hook
JP2003206694A (en) * 2002-01-10 2003-07-25 Taiheiyo Cement Corp Method for attaching reinforcing mesh member to curved surface-like wall face
JP2003239693A (en) * 2002-02-20 2003-08-27 Taiheiyo Cement Corp Tunnel fire-resistive covering structure
JP2005283295A (en) * 2004-03-29 2005-10-13 Daiwa House Ind Co Ltd Testing machine
JP2009174858A (en) * 2008-01-21 2009-08-06 Kajima Corp Deterioration evaluating method of cover material layer
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
JP2012132191A (en) * 2010-12-21 2012-07-12 Taiheiyo Material Kk Covering method and covering structure

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02103454U (en) * 1989-02-03 1990-08-16
US5415498A (en) * 1993-06-24 1995-05-16 Seegmiller; Ben L. Mine roof support systems and components
JPH1037480A (en) * 1996-07-29 1998-02-10 Okabe Co Ltd Safety net hanging device in concrete structure
JP2003049819A (en) * 2001-08-07 2003-02-21 Kondotec Inc Embedded hook
JP2003206694A (en) * 2002-01-10 2003-07-25 Taiheiyo Cement Corp Method for attaching reinforcing mesh member to curved surface-like wall face
JP2003239693A (en) * 2002-02-20 2003-08-27 Taiheiyo Cement Corp Tunnel fire-resistive covering structure
JP2005283295A (en) * 2004-03-29 2005-10-13 Daiwa House Ind Co Ltd Testing machine
JP2009174858A (en) * 2008-01-21 2009-08-06 Kajima Corp Deterioration evaluating method of cover material layer
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
JP2012132191A (en) * 2010-12-21 2012-07-12 Taiheiyo Material Kk Covering method and covering structure

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