JP2019094664A - Method for removing cement-based member containing fibrous material - Google Patents

Method for removing cement-based member containing fibrous material Download PDF

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JP2019094664A
JP2019094664A JP2017224217A JP2017224217A JP2019094664A JP 2019094664 A JP2019094664 A JP 2019094664A JP 2017224217 A JP2017224217 A JP 2017224217A JP 2017224217 A JP2017224217 A JP 2017224217A JP 2019094664 A JP2019094664 A JP 2019094664A
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based member
fibrous material
containing cement
fireproof coating
cement
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JP7098915B2 (en
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晃一郎 高橋
Koichiro Takahashi
晃一郎 高橋
健彦 小川
Takehiko Ogawa
健彦 小川
征夫 田嶋
Masao Tajima
征夫 田嶋
祐介 有薗
Yusuke Arizono
祐介 有薗
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Obayashi Corp
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Obayashi Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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Abstract

To simply remove a cement-based member containing a fibrous material.SOLUTION: A method for removing a cement-based member containing a fibrous material includes: a chipped part forming step of forming a chipped part in the cement-based member containing the fibrous material, which is provided on a surface of a base material; a freezing expansion material filling step of filling the chipped part with a freezing expansion material; a freezing expansion step of freezing the freezing expansion material thereby expanding the same; and a removal step of removing the cement-based member containing the fibrous material, from the base material, after the freezing expansion step.SELECTED DRAWING: Figure 2

Description

本発明は、繊維状物質含有セメント系部材の除去方法に関する。   The present invention relates to a method of removing a fibrous material-containing cement-based member.

既設建築物などにおいて、金属製の基材(例えばH形鋼)の耐火被覆として、当該基材の表面に石綿(アスベスト)を含有する石綿耐火被覆(繊維状物質含有セメント系部材の一例)が施されていることがある。石綿耐火被覆を基材から除去する際には、皮スキ(スクレーパー)などの工具を用いて徐々に除去している(例えば、特許文献1参照)。   In existing buildings, etc., the asbestos fire-resistant coating (an example of a fibrous material-containing cement-based member) containing asbestos (asbestos) on the surface of the base is used as a fire-resistant coating on a metal base (for example, H-shaped steel) It has been applied. When the asbestos refractory coating is removed from the substrate, it is gradually removed using a tool such as a peeler (scraper) (see, for example, Patent Document 1).

特開2009−84049号公報JP, 2009-84049, A

石綿耐火被覆は、石綿繊維とセメントとの複合体であり、セメントに石綿繊維が緻密に絡まり合っている。このため、石綿耐火被覆(繊維状物質含有セメント系部材)を基材から除去するのは困難であり、時間や労力を要していた。また、作業者の負担を低減させるため、例えば、電動チッパーを使用すると音や振動が発生する問題があった。   The asbestos refractory coating is a composite of asbestos fibers and cement, and the asbestos fibers are tightly intertwined with the cement. Therefore, it is difficult to remove the asbestos-resistant coating (the fibrous material-containing cement-based member) from the base material, which requires time and labor. In addition, in order to reduce the burden on the worker, for example, when an electric chipper is used, there is a problem that sound or vibration is generated.

本発明は、かかる課題に鑑みてなされたものであって、その目的とするところは、繊維状物質含有セメント系部材を剥がしやすくして、簡易に除去することにある。   This invention is made in view of this subject, Comprising: The place made into the objective is to make it easy to peel off a fibrous material containing cement-based member, and to remove it simply.

かかる目的を達成するため、本発明の繊維状物質含有セメント系部材の除去方法は、基材の表面に設けられた繊維状物質含有セメント系部材に削部を形成する削部形成工程と、前記削部に凍結膨張材を充填する凍結膨張材充填工程と、前記凍結膨張材を凍結して膨張させる凍結膨張工程と、前記凍結膨張工程の後、前記基材から前記繊維状物質含有セメント系部材を除去する除去工程と、を有することを特徴とする。
このような繊維状物質含有セメント系部材の除去工方法によれば、繊維状物質含有セメント系部材を剥がしやすくすることができ、簡易に除去することができる。
In order to achieve such an object, the method for removing a fibrous material-containing cement-based member of the present invention comprises: forming a scraping portion in a fibrous material-containing cement-based member provided on the surface of a substrate; A freeze expansion material filling process of filling a freeze expansion material into a scraped part, a freeze expansion process of freezing and expanding the freeze expansion material, and the freeze expansion process after the freeze expansion process, the fibrous material-containing cement system member And removing the material.
According to the method for removing such a fibrous material-containing cement-based member, the fibrous material-containing cement-based member can be easily peeled off and can be easily removed.

かかる繊維状物質含有セメント系部材の除去方法であって、前記除去工程は、凍結膨張工程で凍結した前記凍結膨張材が溶融した後に行うことが望ましい。
このような繊維状物質含有セメント系部材の除去方法によれば、繊維状物質含有セメント系部材をより簡易に除去することができる。
In the method of removing a fibrous material-containing cement-based member, the removing step is preferably performed after the freeze-expanding material that has been frozen in the freeze-expanding step is melted.
According to such a method for removing a fibrous material-containing cement-based member, the fibrous material-containing cement-based member can be more easily removed.

かかる繊維状物質含有セメント系部材の除去方法であって、前記削部は、前記基材と前記繊維状物質含有セメント系部材の界面に達していることが望ましい。
このような繊維状物質含有セメント系部材の除去方法によれば、基材との界面部分の繊維状物質含有セメント系部材を凍結膨張材で湿潤させることができる。
In the method for removing a fibrous material-containing cement-based member, it is preferable that the scraping portion reaches an interface between the base and the fibrous-material-containing cement-based member.
According to such a method for removing a fibrous material-containing cement-based member, the fibrous material-containing cement-based member at the interface portion with the base material can be wetted with the freeze expansion material.

かかる繊維状物質含有セメント系部材の除去方法であって、前記凍結膨張材は、前記繊維状物質含有セメント系部材の内部に浸透することが望ましい。
このような繊維状物質含有セメント系部材の除去方法によれば、凍結膨張材の膨張変形によって、繊維状物質含有セメント系部材と基材の界面で剥離させたり、繊維状物質含有セメント系部材に亀裂を生じさせたりすることができる。
In the method of removing a fibrous material-containing cement-based member, it is desirable that the freeze-expanding material permeates the inside of the fibrous material-containing cement-based member.
According to such a method for removing a fibrous material-containing cement-based member, the fibrous material-containing cement-based member may be exfoliated at the interface between the fibrous material-containing cement-based member and the base material by the expansion deformation of the freeze expansion material. It can cause cracking.

かかる繊維状物質含有セメント系部材の除去方法であって、前記凍結膨張材は、前記基材と前記繊維状物質含有セメント系部材の界面に浸透することが望ましい。
このような繊維状物質含有セメント系部材の除去方法によれば、繊維状物質含有セメント系部材を基材との界面で剥離しやすくすることができる。
In the method for removing a fibrous material-containing cement-based member, it is preferable that the freeze-expanding material permeates the interface between the base material and the fibrous-material-containing cement based member.
According to such a method for removing a fibrous substance-containing cement-based member, the fibrous substance-containing cement-based member can be easily peeled off at the interface with the base material.

本発明によれば、繊維状物質含有セメント系部材を簡易に除去することが可能である。   According to the present invention, it is possible to easily remove the fibrous material-containing cement-based member.

表面に耐火被覆30を施した鉄骨梁10の構成を示す断面図である。It is sectional drawing which shows the structure of the steel frame beam 10 which gave the fireproof coating 30 on the surface. 本実施形態の耐火被覆除去方法のフロー図である。It is a flowchart of the fireproof coating removal method of this embodiment. 各工程における状態を示す断面図である。It is sectional drawing which shows the state in each process. 各工程における状態を示す断面図である。It is sectional drawing which shows the state in each process. 各工程における状態を示す断面図である。It is sectional drawing which shows the state in each process. 各工程における状態を示す断面図である。It is sectional drawing which shows the state in each process. 各工程における状態を示す断面図である。It is sectional drawing which shows the state in each process. 図4Aは、工具100の斜視図であり、図4Bは、工具100の使用状態を示す概念図である。FIG. 4A is a perspective view of the tool 100, and FIG. 4B is a conceptual view showing a use state of the tool 100. As shown in FIG. 図5Aは大型試験体の切り込みの説明図であり、図5Bは、小型試験体の切り込みの説明図である。FIG. 5A is an explanatory view of a cut of a large-sized test body, and FIG. 5B is an explanatory view of a cut of a small-sized test body.

以下、本発明の一実施形態について図面を参照しつつ説明する。以下の実施形態では、鉄骨梁(基材)の表面に施された石綿耐火被覆(繊維状物質含有セメント系部材)を除去する場合について説明する。   Hereinafter, an embodiment of the present invention will be described with reference to the drawings. In the following embodiment, the case of removing the asbestos fireproof coating (fibrous material-containing cement-based member) applied to the surface of the steel frame beam (base material) will be described.

===実施形態===
<<鉄骨梁の構成について>>
図1は、表面に耐火被覆30を施した鉄骨梁10の構成の一例を示す断面図である。
=== Embodiments ===
<< About the composition of steel frame beams >>
FIG. 1: is sectional drawing which shows an example of a structure of the steel frame beam 10 which gave the fireproof coating 30 to the surface.

図1に示すように、本実施形態の鉄骨梁10(基材に相当)は、スラブ20の下に設けられたH形鋼であり、上下に間隔を隔てるとともに互いに対向する板状の上フランジ12及び下フランジ14と、上フランジ12と下フランジ14とを、幅方向の中央にて上下に繋ぐ板状のウェブ16とを有している。この鉄骨梁10のうちスラブ20との接続面(上フランジ12の上面)を除く各表面には、耐火被覆30が吹付けなどによって設けられている。本実施形態の耐火被覆30は、石綿(アスベスト)を含有する石綿耐火被覆であり、石綿繊維とセメントの複合体である。すなわち、耐火被覆30は、繊維状物質含有セメント系部材に相当する。   As shown in FIG. 1, the steel frame beam 10 (corresponding to a base material) of the present embodiment is an H-shaped steel provided below the slab 20, and has plate-like upper flanges spaced apart from each other and facing each other. It has a plate-like web 16 connecting the upper and lower flanges 12 and 14 and the upper and lower flanges 12 and 14 at the center in the width direction. The fireproof coating 30 is provided by spraying etc. on each surface except the connection surface (upper surface of the upper flange 12) with the slab 20 among this steel frame beam 10. As shown in FIG. The fireproof coating 30 of the present embodiment is an asbestos fireproof coating containing asbestos (asbestos), and is a composite of asbestos fibers and cement. That is, the fireproof coating 30 corresponds to the fibrous material-containing cement-based member.

このような耐火被覆30を鉄骨梁10から除去する場合、一般的に、作業者が皮スキ(スクレーパー)などの鋭利な除去工具を耐火被覆30の表面に差し込んで、そこから除去工具を移動させて徐々に耐火被覆30を剥離除去している。しかし、耐火被覆30は、セメントに石綿が緻密に絡み合って構成されているので、上述したような方法で取り除くのは困難であり、時間と労力を要し作業効率が悪かった。また、電動チッパーなどの工具を用いると、作業の際に音や振動が発生する問題があった。   When removing such a fireproof coating 30 from the steel girder 10, a worker generally inserts a sharp removal tool such as a peeler (scraper) into the surface of the fireproof coating 30 and moves the removal tool therefrom. The fireproof coating 30 is gradually peeled off and removed. However, since the fireproof coating 30 is composed of cement and asbestos closely intertwined with each other, it is difficult to remove by the method as described above, and it takes time and labor, and the working efficiency is poor. Moreover, when tools, such as an electric chipper, are used, there existed a problem which a sound and a vibration generate | occur | produce at the time of work.

そこで、本実施形態では、耐火被覆30を剥がしやすくし、簡易に除去できるようにしている。   So, in this embodiment, it is made easy to peel off the fireproof coating 30, and it is made to be able to remove it simply.

<<耐火被覆の除去方法について>>
図2は、本実施形態の耐火被覆除去方法のフロー図であり、図3A〜図3Eは、各工程における状態を示す断面図である。
<< About the fireproof coating removal method >>
FIG. 2: is a flowchart of the fireproof coating removal method of this embodiment, and FIG. 3A-FIG. 3E are sectional drawings which show the state in each process.

本実施形態では、後述するように、耐火被覆30を切削して切り込み(溝32)を形成する。そこで、まず、耐火被覆30に切り込みを入れる箇所の見極めを行う(図2:S10)。切り込みを入れる箇所は、耐火被覆30を塊(ブロック)で除去できるような場所とすることが望ましい。また、切り込みの間隔は、後述の実施例のような評価を行って定めておくことが望ましい。図3Aの破線は、本実施形態おける切り込みの箇所(塊の境界部分)の一例を仮想的に示したものである。切り込みを入れる箇所にはマーカーなどで場所を示すようにするとよい。   In the present embodiment, as described later, the fireproof coating 30 is cut to form a cut (groove 32). Therefore, first, the location where a cut is to be made in the fireproof coating 30 is identified (FIG. 2: S10). It is desirable that the cut is made at a place where the refractory coating 30 can be removed by a block. In addition, it is desirable that the intervals of the incisions be determined by performing evaluations as in the examples described later. The broken line in FIG. 3A virtually shows an example of a cut portion (boundary portion of a block) in the present embodiment. It is good to show a place with a marker etc. in the part which makes a cut.

次に、切削工具(例えば、円形カッターや引っ掻き工具)を用いて、耐火被覆30を深さ方向に切削する(図2:S11)。こうして、図3Bに示すように、耐火被覆30に溝32(削部に相当)を形成する。本実施形態では、鉄骨梁10の表面(換言すると、耐火被覆30と鉄骨梁10の界面)に達するように溝32を形成している。この切削の際に用いる切削工具は、耐火被覆30の硬度に応じて選定するとよい。例えば、硬度が所定値より低い場合(柔らかい場合)には円形カッター(丸鋸)を用いて耐火被覆30を押し切り、硬度が所定値より高い場合(硬い場合)には引っ掻き工具を用いて耐火被覆30を引っ掻く(引き裂く)などすればよい。このように、耐火被覆30に切削部を形成する際に用いる切削工具を、耐火被覆30の硬度に応じて適宜選定することにより、容易に溝32を形成することができ、作業効率を向上させることができる。   Next, the fireproof coating 30 is cut in the depth direction using a cutting tool (for example, a circular cutter or a scratching tool) (FIG. 2: S11). Thus, as shown in FIG. 3B, the groove 32 (corresponding to a scraped portion) is formed in the fireproof coating 30. In the present embodiment, the groove 32 is formed to reach the surface of the steel frame beam 10 (in other words, the interface between the fireproof coating 30 and the steel frame beam 10). The cutting tool used for this cutting may be selected according to the hardness of the fireproof coating 30. For example, if the hardness is lower than a predetermined value (if it is soft), the fireproof coating 30 is pushed off using a circular cutter (round saw), and if the hardness is higher than a predetermined value (if it is hard), the fireproof coating is used using a scratching tool. You may scratch (tear) 30 and so on. As described above, the groove 32 can be easily formed by appropriately selecting the cutting tool used when forming the cutting portion on the fireproof coating 30 according to the hardness of the fireproof coating 30, thereby improving the work efficiency. be able to.

溝32を形成した後、図3Cに示すように、溝32に水を充填する(図2:S12)。なお、水は常温では液体であり、凍ると(液体から固体に変化すると)体積が膨張する特性を有している。すなわち、水は凍結膨張材に相当し、溝32に水を充填するステップS12は凍結膨張材充填工程に相当する。本実施形態では、溝32に水を充填する際に、図4A、図4Bに示す工具100を使用している。図4Aは、工具100の斜視図であり、図4Bは、工具100の使用状態を示す概念図である。なお、ここでは図に示すように前後方向を定めている。   After forming the grooves 32, as shown in FIG. 3C, the grooves 32 are filled with water (FIG. 2: S12). Water is a liquid at normal temperature and has a characteristic that its volume expands when it is frozen (when it changes from liquid to solid). That is, water corresponds to a freeze expansion material, and step S12 of filling the groove 32 with water corresponds to a freeze expansion material filling process. In the present embodiment, when the groove 32 is filled with water, the tool 100 shown in FIGS. 4A and 4B is used. FIG. 4A is a perspective view of the tool 100, and FIG. 4B is a conceptual view showing a use state of the tool 100. As shown in FIG. Here, as shown in the figure, the front and back direction is defined.

工具100は、スクレーパー形状の工具であり、刃部110と、把持部120とを有している。   The tool 100 is a scraper-shaped tool, and has a blade portion 110 and a grip portion 120.

刃部110は先端側(前側)が薄板形状に形成されている。また、刃部110の前側の端面には噴射口111が長手方向に沿って細長く設けられている。   The tip end side (front side) of the blade portion 110 is formed in a thin plate shape. Moreover, the injection port 111 is provided in the end surface of the front side of the blade part 110 slender along the longitudinal direction.

把持部120は、作業者が把持する部位であり刃部110の後側に設けられている。把持部120の後側の端面には、供給口121が設けられている。   The gripping portion 120 is a portion gripped by the operator and is provided on the rear side of the blade portion 110. A supply port 121 is provided on the rear end surface of the grip portion 120.

また、工具100の内部には、噴射口111と供給口121を連通する流路(不図示)が設けられている。   Further, in the inside of the tool 100, a flow path (not shown) for communicating the injection port 111 and the supply port 121 is provided.

溝32に水を充填する際には、図4Bに示すように、工具100の刃部110の先端部分を、溝32に沿わせて挿入する。そして、不図示のポンプ等で工具100の供給口121に水を供給する。これにより、刃部110の噴射口111から水が噴射されて溝32に注入される。このようなスクレーパー形状の工具100を用いることで、溝32の広い範囲に水を充填させることができ、作業効率を高めることができる。   When filling the groove 32 with water, as shown in FIG. 4B, the tip portion of the blade portion 110 of the tool 100 is inserted along the groove 32. Then, water is supplied to the supply port 121 of the tool 100 by a pump (not shown) or the like. Thus, water is injected from the injection port 111 of the blade portion 110 and injected into the groove 32. By using such a scraper-shaped tool 100, the wide range of the groove 32 can be filled with water, and the working efficiency can be enhanced.

また、この工具100は、耐火被覆30の硬度が低い場合(軟らかい場合)に、溝32を形成する切削工具として使用することも可能である。   The tool 100 can also be used as a cutting tool for forming the grooves 32 when the hardness of the fireproof coating 30 is low (if it is soft).

なお、本実施形態では、溝32に水を充填する際に、工具100の刃部110の先端を溝32に挿入していたが、挿入しなくてもよい。例えば、溝32の開口付近から水を噴射、あるいは、噴霧して、溝32に水を充填してもよい。この場合においても、溝32を形成しているので、溝32に沿って鉄骨梁10との界面部分まで湿潤させることができる。また、溝32に水を充填する工具は工具100には限られない。例えば、工具100と同様の形状において、先端に円形の噴射口が複数並んでいてもよい。また、例えば、注射器形状の工具を用いて溝32に水を充填するようにしてもよい。   In the present embodiment, when the groove 32 is filled with water, the tip end of the blade portion 110 of the tool 100 is inserted into the groove 32, but may not be inserted. For example, water may be injected or sprayed from the vicinity of the opening of the groove 32 to fill the groove 32 with water. Also in this case, since the groove 32 is formed, the groove 32 can be wetted to the interface with the steel frame beam 10. Further, the tool for filling the groove 32 with water is not limited to the tool 100. For example, in the same shape as the tool 100, a plurality of circular injection ports may be arranged at the tip. Also, for example, the groove 32 may be filled with water using a syringe-shaped tool.

溝32に充填された水は、耐火被覆30の内部に浸透する。特に、本実施形態では、溝32が耐火被覆30と鉄骨梁10の界面に達しているので、この界面部分の耐火被覆30の内部にも確実に水が浸透する。これにより、溝32の周囲(特に、鉄骨梁10との界面部分)の耐火被覆30が湿潤する。なお、本実施形態では耐火被覆30を湿潤させるのに水を用いているが、水には限られず、凍結したときに膨張する液体であればよい。例えば、後述するグリコール酸水溶液のような水溶液を用いてもよい。   The water filled in the groove 32 penetrates into the interior of the fireproof coating 30. In particular, in the present embodiment, since the grooves 32 reach the interface between the fireproof coating 30 and the steel frame beam 10, water reliably penetrates the inside of the fireproof coating 30 at this interface portion. Thereby, the fireproof coating 30 around the groove 32 (in particular, the interface with the steel frame beam 10) is wetted. Although water is used to wet the fireproof coating 30 in the present embodiment, the present invention is not limited to water, and it may be a liquid that expands when frozen. For example, an aqueous solution such as an aqueous glycolic acid solution described later may be used.

耐火被覆30に水が十分浸透したら、図3Dに示すように、冷媒を吹付け、あるいは、流入させて水を凍結させる(図2:S13)。なお、本実施形態では、冷媒として液体窒素を用いている。そして、そのまま数時間放置する。液体窒素によって耐火被覆30に含まれる水が凍結すると、水の体積(換言すると耐火被覆30の体積)が膨張するので、耐火被覆30と鉄骨梁10の界面において相間剥離(界面剥離)が起こる。   When the water sufficiently penetrates the fireproof coating 30, as shown in FIG. 3D, the coolant is sprayed or allowed to flow to freeze the water (FIG. 2: S13). In the present embodiment, liquid nitrogen is used as the refrigerant. Then leave it for several hours. When the water contained in the fireproof coating 30 is frozen by liquid nitrogen, the volume of water (in other words, the volume of the fireproof coating 30) expands, so interphase peeling (interfacial peeling) occurs at the interface between the fireproof coating 30 and the steel frame beam 10.

これにより、図3Eに示すように、鉄骨梁10から耐火被覆30を塊(ブロック)として除去できる(図2:S14)。耐火被覆30が自然に剥離しない場合は、溝32に除去工具(皮スキなど)を挿入して耐火被覆30を除去すればよい。本実施形態では、前述したステップS13で、耐火被覆30に含まれる水が膨張して鉄骨梁10との界面にて剥離が生じやすくなっているため、除去工具を切削部に挿入して僅かな力を加えるだけで、耐火被覆30を鉄骨梁10から剥離除去することができる。このように、本実施形態では、耐火被覆30を簡易に除去することができる。なお、除去工具を用いて耐火被覆30を除去する作業は、凍結した水(耐火被覆30)が溶融するまで待った後に行なうことが望ましい。これにより、耐火被覆30をより簡易に除去することができる。   Thereby, as shown to FIG. 3E, the fireproof coating 30 can be removed as a block (block) from the steel frame beam 10 (FIG. 2: S14). If the fireproof coating 30 does not peel off naturally, the fireproof coating 30 may be removed by inserting a removal tool (such as a peeler) into the groove 32. In the present embodiment, since the water contained in the fireproof coating 30 is expanded in the above-described step S13 and the peeling is easily generated at the interface with the steel frame beam 10, the removal tool is inserted into the cutting portion and the amount is small. The fireproof coating 30 can be peeled off from the steel frame beam 10 only by applying a force. Thus, in the present embodiment, the fireproof coating 30 can be easily removed. In addition, it is desirable to carry out the work of removing the fireproof coating 30 using a removal tool after waiting for the frozen water (fireproof coating 30) to melt. Thereby, the fireproof coating 30 can be removed more easily.

以上、説明したように、本実施形態の耐火被覆除去方法は、鉄骨梁10の表面に設けられた耐火被覆30に溝32を形成するステップS11(削部形成工程)と、溝32に水を充填するステップS12(凍結膨張材充填工程)と、水を凍結して膨張させるステップS13(凍結膨張工程)と、鉄骨梁10から耐火被覆30を除去するステップS14(除去工程)とを有している。これにより、耐火被覆30を塊として簡易に剥離することができ、作業効率の向上を図ることができる。また、騒音や振動の発生を最小限にすることができる。   As described above, in the fireproof coating removing method according to the present embodiment, the groove 32 is formed in the fireproof coating 30 provided on the surface of the steel frame beam 10 (cutting portion forming process), and Step S12 of filling (freeze-expanding material filling step), step S13 of freezing and expanding water (freeze-expansion step), and step S14 of removing the fireproof coating 30 from the steel frame beam 10 (removing step) There is. Thereby, the fireproof coating 30 can be easily exfoliated as a lump, and the improvement of working efficiency can be aimed at. Also, noise and vibration can be minimized.

<実施例>
本発明の実施例として、水と液体窒素によるアスベストの除去性についての評価実験を行った。
<Example>
As an Example of this invention, the evaluation experiment about the removability of asbestos by water and liquid nitrogen was done.

(型枠)
大きさ形状の異なる2種類の型枠を使用
型枠A・・・300mm×300mmの矩形型枠
型枠B・・・直径140mmの円形型枠
(Formwork)
Two types of molds with different sizes and shapes are used. Formwork A: 300 mm × 300 mm rectangular formwork Formwork B: 140 mm diameter circular formwork

(試験体)
鋼板の上に上記の各型枠を設置し、型枠内に下記配合の模擬アスベストを50mmの厚さになるように流し込み試験体を作製した。下地処理には下記の下地処理材を用いた。
〔模擬アスベストの配合〕
太平洋マテリアル フネンシール(湿式材)(20kg/袋)+セメント5%添加、フネンシール20kgに対し、17〜25kgの清水を加えよく攪拌する。
〔下地処理材〕
アクリルエマルジョン溶液(刷毛にて型枠に塗布後、乳白色から透明になるまで養生)
(Test body)
Each of the above-described molds was placed on a steel plate, and simulated asbestos having the following composition was poured into the molds so as to have a thickness of 50 mm to prepare a test body. The following base treatment materials were used for base treatment.
[Blending of simulated asbestos]
Pacific material Funen seal (wet material) (20 kg / bag) + cement 5% added, 17 to 25 kg of fresh water is added to 20 kg of funen seal, and it is stirred well.
[Base treatment material]
Acrylic emulsion solution (applied to mold with brush, curing from milky white to clear)

なお、以下の説明において、型枠Aを用いて作製した試験体(図5A参照)を大型試験体といい、型枠Bを用いて作製した試験体(図5B参照)を小型試験体という。   In the following description, a test body (see FIG. 5A) manufactured using the mold frame A is referred to as a large-sized test body, and a test body manufactured using the mold frame B (see FIG. 5B) is referred to as a small test body.

試験体は、恒温恒湿室(20℃、65%)で28日間強度を発現させ、その後、恒量に達していない場合は、恒量化するまでさらに乾燥させた。   The test body was allowed to develop strength for 28 days in a constant temperature and humidity chamber (20 ° C., 65%), and then dried further until constant weight was achieved if constant weight was not reached.

そして、作製した各試験体に切り込み(溝)を設けた。図5Aは大型試験体の切り込みの説明図である。図のように30mm角と50mm角のマス目になるようにのこぎりや回転カッターなどで切り込みを入れた。この切り込みは鋼板面(模擬アスベストと鋼板との界面)まで達するように形成した。また、図5Bは、小型試験体の切り込みの説明図である。小型試験体においても図5Bに示すように鋼板面に達する切り込みを入れた。   And the notch | incision (groove) was provided in each produced test body. FIG. 5A is an explanatory view of a cut of a large-sized test body. As shown in the figure, cuts were made with a saw or a rotary cutter so as to be 30 mm square and 50 mm square squares. This incision was formed to reach the steel plate surface (the interface between the simulated asbestos and the steel plate). Moreover, FIG. 5B is explanatory drawing of the notch | incision of a small test body. In the case of the small-sized test piece, as shown in FIG. 5B, a cut reaching the steel plate surface was made.

また、比較例として、切り込みを設けない試験体(大型試験体、小型試験体)も作製した。   Moreover, the test body (a large sized test body, a small sized test body) which does not provide a notch | incision was also produced as a comparative example.

(試験方法)
・試験体(模擬アスベスト)の周囲に枠を付け、試験体の上から下記の薬液1(水)、又は、薬液2(グリコール酸水溶液)を流し込んだ。なお、大型試験体には450〜500g流し込み、小型試験体には150g流し込んだ。
薬液1・・水+界面活性剤(CapstoneFS-30)0.1wt%
薬液2・・水+界面活性剤(CapstoneFS-30)0.1wt%+グリコール酸15wt%
・薬液が試験体に十分に浸透した後、さらに液体窒素を流し込み1時間ほど放置した。
(Test method)
-A frame was attached around the test body (simulated asbestos), and the following chemical solution 1 (water) or chemical solution 2 (glycolic acid aqueous solution) was poured from above the test body. In addition, 450 to 500 g was poured into the large-sized test body, and 150 g was poured into the small-sized test body.
Chemical solution 1 · · Water + surfactant (Capstone FS-30) 0.1 wt%
Chemical solution 2 · · Water + surfactant (Capstone FS-30) 0.1 wt% + glycolic acid 15 wt%
After the chemical solution penetrates the test body sufficiently, the liquid nitrogen is further poured and left for about 1 hour.

(試験結果)
〔切り込みなし(比較例)の場合〕
・薬液は、模擬アスベストの表面から約20〜30mmの深さまで浸透したが、鋼板界面(50mm)までは浸透しなかった。
(Test results)
[In case of no cut (comparative example)]
-Although the chemical | medical solution penetrated to the depth of about 20-30 mm from the surface of simulated asbestos, it did not penetrate to a steel plate interface (50 mm).

・薬液2を浸透させた大型試験体及び小型試験体では、薬液の浸透深さ(表面から約20mm)の位置に亀裂(クラック)が生じていた。この亀裂は、薬液の浸透部分が薬液の凍結により体積膨張して、薬液の浸透していない部分との間に応力が発生したことによるものであると考えられる。一方、薬液1を浸透させた大型試験体では、浸透深さの位置の亀裂は生じていなかった。薬液1を浸透させた小型試験体では浸透深さの位置に亀裂が生じていた。薬液1を浸透させた大型試験体で亀裂が生じなかったのは冷却不足が原因であると考えられる。   -In the large sized test body and small sized test body which the chemical | medical solution 2 was made to permeate, the crack (crack) had arisen in the position of the penetration depth (about 20 mm from the surface) of the chemical | medical solution. It is considered that this crack is caused by the volume expansion of the permeation portion of the chemical solution due to freezing of the chemical solution and the generation of stress between the portion to which the chemical solution does not permeate. On the other hand, in the large-sized test body to which the chemical solution 1 was infiltrated, no crack was generated at the penetration depth. In the small-sized test body to which the chemical solution 1 was infiltrated, a crack was generated at the penetration depth. It is considered that the lack of cracks in the large-sized test body to which the chemical solution 1 was infiltrated is due to insufficient cooling.

・何れにおいても、鋼板との界面には変化が無かった(界面での剥離はできなかった)。   In all cases, there was no change in the interface with the steel plate (peeling at the interface was not possible).

〔切り込みありの場合〕
薬液1を浸透させた小型試験体は、鋼板と模擬アスベストの界面で剥離が生じており、容易に除去することができた。薬液2を浸透させた小型試験体は、薬液1の場合よりも剥離性が悪かった。
[When there is a cut]
The small test body to which the chemical solution 1 was infiltrated was exfoliated at the interface between the steel plate and the simulated asbestos, and could be easily removed. The small-sized test body to which the chemical solution 2 was infiltrated was inferior to the case of the chemical solution 1 in peelability.

薬液1を浸透させた大型試験体は、小さいマス目(30×30mm)を入れた領域において鋼板との界面に剥離が生じており、容易に除去することができた。大きいマス目(50×50mm)を入れた領域では、やや剥離が進行していない様子であった。   The large-sized test body to which the chemical solution 1 was infiltrated was exfoliated at the interface with the steel plate in the area where the small square grid (30 × 30 mm) was inserted, and could be easily removed. In the area | region which put the big square (50x50 mm), it was a mode that peeling did not advance a little.

この結果より、模擬アスベストに切り込みを入れることで、薬液の浸透を早めることができ、鋼板との界面で剥離しやすくなることが確認できた。特に、薬液1(水)の場合に浸透が顕著であり、剥離が容易であった。   From this result, it was confirmed that the penetration of the chemical solution can be accelerated by making a cut in simulated asbestos, and it becomes easy to peel off at the interface with the steel plate. In particular, in the case of the chemical solution 1 (water), the permeation was remarkable and the peeling was easy.

薬液2(グリコール酸水溶液)が薬液1(水)よりも浸透が遅いのは、薬液2が模擬アスベストのセメント成分と反応し、発泡を伴うためと考えられる。このため、マス目にカットした試験体での剥離性が薬液1の場合に比べて良くないと考えられる。   The reason why the drug solution 2 (glycolic acid aqueous solution) penetrates more slowly than the drug solution 1 (water) is considered to be that the drug solution 2 reacts with the cement component of the simulated asbestos and is accompanied by foaming. For this reason, it is thought that the releasability in the test object cut to the square is not better than in the case of the chemical solution 1.

===その他の実施形態について===
上記実施形態は、本発明の理解を容易にするためのものであり、本発明を限定して解釈するためのものではない。本発明は、その趣旨を逸脱することなく、変更、改良され得ると共に、本発明にはその等価物が含まれることはいうまでもない。特に、以下に述べる実施形態であっても、本発明に含まれるものである。
=== Other Embodiments ===
The above embodiments are for the purpose of facilitating the understanding of the present invention, and are not for the purpose of limiting the present invention. It goes without saying that the present invention can be modified and improved without departing from the gist thereof, and that the present invention includes the equivalents thereof. In particular, the embodiments described below are also included in the present invention.

<鉄骨梁10について>
前述の実施形態では、耐火被覆30が設けられる対象物(基材)を鉄骨梁10としていたが、これに限らない。例えば、柱や天井や壁体などでもよい。また、前述の実施形態の鉄骨梁10はH形鋼であったが、I形鋼やT形鋼であってもよい。また、基材は鋼材には限られず、例えば、ステンレスやアルミニウム合金などの金属材料を用いた部材であってもよい。
<About steel frame beam 10>
In the above-mentioned embodiment, although the object (base material) in which fireproof coating 30 is provided was made steel frame beam 10, it does not restrict to this. For example, a pillar, a ceiling or a wall may be used. Moreover, although the steel frame beam 10 of the above-mentioned embodiment was H-shaped steel, it may be I-shaped steel or T-shaped steel. Moreover, a base material is not restricted to steel materials, For example, the member using metal materials, such as stainless steel and aluminum alloy, may be used.

<耐火被覆30について>
前述の実施形態では、耐火被覆30は吹付けで形成されていたが、吹付け以外の方法で施工された耐火被覆材であってもよい。
<About fireproof coating 30>
In the foregoing embodiment, the fireproof coating 30 is formed by spraying, but may be a fireproof coating applied by a method other than spraying.

また、前述の実施形態では、耐火被覆30は石綿(アスベスト)を含有していたが、石綿以外の繊維状物質を含有していてもよい。例えば、ロックウール、ガラス繊維、金属繊維などを含有していてもよい。   Moreover, in the above-mentioned embodiment, although the fireproof coating 30 contained asbestos (asbestos), you may contain fibrous substances other than asbestos. For example, rock wool, glass fibers, metal fibers and the like may be contained.

また、耐火被覆以外の用途の部材(例えば防音用に設けられた部材)に対して本実施形態の除去方法を適用してもよい。   In addition, the removal method of the present embodiment may be applied to members for applications other than fireproof coating (for example, members provided for sound insulation).

<溝32について>
前述の実施形態では、耐火被覆30に直線状の溝32を形成していたが、これには限らない。例えば、ドリル等を用いて耐火被覆30に円形の削孔(削部に相当)を複数形成してもよい。この場合も、削孔は耐火被覆30と鉄骨梁10の界面まで形成することが望ましい。そして、各削孔にノズルなどを挿入して水を充填し(耐火被覆30の内部に水を浸透させ)、液体窒素で水を凍結して膨張させてもよい。こうすることにより、耐火被覆30と鉄骨梁10とを界面で剥離させることができ、耐火被覆30を簡易に除去することができる。
<About the groove 32>
In the above-mentioned embodiment, although the linear groove 32 was formed in the fireproof coating 30, it does not restrict to this. For example, a plurality of circular drillings (corresponding to a cutting portion) may be formed in the fireproof coating 30 using a drill or the like. Also in this case, it is desirable to form holes up to the interface between the fireproof coating 30 and the steel frame beam 10. Then, a nozzle or the like may be inserted into each hole to be filled with water (water may be infiltrated into the refractory coating 30), and the water may be frozen and expanded with liquid nitrogen. By doing this, the fireproof coating 30 and the steel frame beam 10 can be peeled off at the interface, and the fireproof coating 30 can be easily removed.

また、前述の実施形態では、溝32は鉄骨梁10の表面(耐火被覆30と鉄骨梁10の界面)に達していたが、これには限られず、溝32が鉄骨梁10と耐火被覆30の界面に達していなくてもよい。この場合においても、溝32を設けた部位の耐火被覆30の厚さが薄くなるので、溝32を設けていない部位と比べて、鉄骨梁10との界面まで水が浸透しやすくなる。また、鉄骨梁10との界面まで水が浸透していなくても、水を凍結して膨張させることで、界面に近い位置に亀裂を発生させることができ、耐火被覆30の剥離性を高めることができる。   Moreover, although the groove 32 reaches the surface of the steel frame beam 10 (the interface of the fireproof coating 30 and the steel frame beam 10) in the above-mentioned embodiment, it is not restricted to this, the groove 32 is the steel frame beam 10 and the fireproof coating 30 It does not have to reach the interface. Also in this case, the thickness of the fireproof coating 30 at the portion where the groove 32 is provided is reduced, so that water can more easily penetrate to the interface with the steel frame beam 10 as compared with the portion where the groove 32 is not provided. Moreover, even if water does not penetrate to the interface with the steel frame beam 10, by freezing and expanding the water, a crack can be generated at a position near the interface, and the removability of the fireproof coating 30 is enhanced. Can.

10 鉄骨梁(基材)
12 上フランジ
14 下フランジ
16 ウェブ
30 耐火被覆(繊維状物質含有セメント系部材)
32 溝(削部)
100 工具
110 刃部
111 噴射口
120 把持部
121 供給口
10 steel frame beams (base material)
12 upper flange 14 lower flange 16 web 30 fireproof coating (fiber material-containing cement-based member)
32 groove (cutting part)
DESCRIPTION OF SYMBOLS 100 tool 110 blade part 111 injection port 120 holding part 121 supply port

Claims (5)

基材の表面に設けられた繊維状物質含有セメント系部材に削部を形成する削部形成工程と、
前記削部に凍結膨張材を充填する凍結膨張材充填工程と、
前記凍結膨張材を凍結して膨張させる凍結膨張工程と、
前記凍結膨張工程の後、前記基材から前記繊維状物質含有セメント系部材を除去する除去工程と、
を有することを特徴とする繊維状物質含有セメント系部材の除去方法。
A cutting portion forming step of forming a cutting portion on a fibrous material-containing cement-based member provided on the surface of a base material,
A freeze expansion material filling step of filling the cut portion with a freeze expansion material;
Freeze expansion step of freezing and expanding the freeze expansion material;
A removal step of removing the fibrous material-containing cement-based member from the base material after the freezing and expanding step;
A method of removing a fibrous material-containing cement-based member, comprising:
請求項1に記載の繊維状物質含有セメント系部材の除去方法であって、
前記除去工程は、凍結膨張工程で凍結した前記凍結膨張材が溶融した後に行う
ことを特徴とする繊維状物質含有セメント系部材の除去方法。
A method of removing a fibrous material-containing cement-based member according to claim 1, wherein
The method for removing a fibrous material-containing cement-based member according to claim 1, wherein the removing step is performed after the freeze-expanding material frozen in the freezing and expanding step is melted.
請求項1又は請求項2に記載の繊維状物質含有セメント系部材の除去方法であって、
前記削部は、前記基材と前記繊維状物質含有セメント系部材の界面に達している
ことを特徴とする繊維状物質含有セメント系部材の除去方法。
A method of removing a fibrous material-containing cement-based member according to claim 1 or 2,
The method for removing a fibrous material-containing cement-based member, wherein the scraping portion reaches an interface between the base material and the fibrous material-containing cement-based member.
請求項1乃至請求項3の何れかに記載の繊維状物質含有セメント系部材の除去方法であって、
前記凍結膨張材は、前記繊維状物質含有セメント系部材の内部に浸透する
ことを特徴とする繊維状物質含有セメント系部材の除去方法。
A method for removing a fibrous material-containing cement-based member according to any one of claims 1 to 3, wherein
The method for removing a fibrous material-containing cement-based member, wherein the freeze expansion material penetrates into the inside of the fibrous material-containing cement-based member.
請求項1乃至請求項4の何れかに記載の繊維状物質含有セメント系部材の除去方法であって、
前記凍結膨張材は、前記基材と前記繊維状物質含有セメント系部材の界面に浸透する
ことを特徴とする繊維状物質含有セメント系部材の除去方法。
A method of removing a fibrous material-containing cement-based member according to any one of claims 1 to 4, wherein
The method for removing a fibrous material-containing cement-based member, wherein the freeze expansion material penetrates the interface between the base material and the fibrous material-containing cement-based member.
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006348704A (en) * 2005-06-20 2006-12-28 Tetsuaki Hatano Method of eliminating asbestos or dioxins
JP2007205127A (en) * 2006-02-06 2007-08-16 Toda Constr Co Ltd Method of removal of asbestos layer
JP2008255655A (en) * 2007-04-04 2008-10-23 Kajima Corp Asbestos removing method
JP2011196169A (en) * 2010-02-24 2011-10-06 Shimizu Corp Method for removing asbestos-containing material
JP2012017607A (en) * 2010-07-08 2012-01-26 Shimizu Corp Method for removing material containing asbestos
JP2013194356A (en) * 2012-03-15 2013-09-30 Shimizu Corp Removal method for asbestos-containing body

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006348704A (en) * 2005-06-20 2006-12-28 Tetsuaki Hatano Method of eliminating asbestos or dioxins
JP2007205127A (en) * 2006-02-06 2007-08-16 Toda Constr Co Ltd Method of removal of asbestos layer
JP2008255655A (en) * 2007-04-04 2008-10-23 Kajima Corp Asbestos removing method
JP2011196169A (en) * 2010-02-24 2011-10-06 Shimizu Corp Method for removing asbestos-containing material
JP2012017607A (en) * 2010-07-08 2012-01-26 Shimizu Corp Method for removing material containing asbestos
JP2013194356A (en) * 2012-03-15 2013-09-30 Shimizu Corp Removal method for asbestos-containing body

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